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RF-08-882Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Date: 09/03/2008 Inspector: Grande, Claudio Owner: RHEAULT, MICHEL Job Address: 115 94 Street NE Miami Shores Village, FL Project: <NONE> Contractor: KAWALEK ROOFING & PAINTING, INC Block: Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060132870 Lot: Phone: 786-277-9540 Building Department Comments RE ROOF REPLACEMENT W/ SAME TYPE OF TILE. TEAR OFF EXISTING TILE ROOF AND REPLACE W NEW MONIER 9" FLAT CONCRETE COLOR THROUGH TILE ROOF SYSTEM. COLOR IS VERONA WHITE. NO GAS VENTS 6-. 2%* 0 ' Passed Inspector Comments CREATED AS REINSPECTION FOR INSP-84516. Roof final OK, Uplift has wrong address. 8/28/08 CG Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until Wednesday, September 3, 2008 Page 2 of 2 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. V t l 8 BUILDING RECEOVED PERMIT APPLICATION g pppg FBC 2004 }9 Permit Type (circle): Waster Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) t Li Phone # Owners Addres 6 {.(.' c1 City f' ' (AN-4;( Tenant/Lessee Name ao5 5,p5- State Zip 33 t J g Phone # Job Address (where the work is being done) 115 rt' ' . of -f . City Miami Shores Village County Miami -Dade Zip 33 t-5( FOLIO / PARCEL # 113a ©(p 0 l 810 Is Building Historically Designated YES Contractor's Company Name 1 Contractor's bldress I31 I City 04-19C1z.4- Qualifier Name L, l to i n State Certificate or Registration No. l� 05 SG Architect/Engineer's Name (if applicable) 1-1640 Certificate of Competency No. CO 0000-1 Phone # Value of Work For this Permit $ a v2- &® Square / Linear Footage Of Work: — CXD 't 1 Type of Work: 1; dition QAlteration []New epair/Replace ❑ Demolition Describe Work: r i T2) WA-11 O,)J -03e6C36.4r VU `l&kn Oulu- RiaGoce- crurcks Submittal Fee $ Notary $ 5.00 Training/Education Fee $, Scanning $ W'OD Radon $ Bond $ Code Enforc Structural Review. $ Permit Fee $ ©6 CCF $ j. CO /CC Technology Fee $ 240 Zoning $ MIAMI 2 2 14U HORES VILLAGE ble Fee $ .,, Total Fee Now Due $,, 1 IS "10 See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 , by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Contractor The foregoing instrument was acknowledged before me thi 2008 , by 'Rd� i 14w'il / day of who is personally known to me or who has produced as identification, and who did take o th. NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ** APPLICATION APPROVED BY: (Revised 02/08/06) My Commission Expir ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MY COMMISSION # DD 483995 Bonded Thru Notary Public Underwriters * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning li ShOtted Wite490 W(4v a t 10050 NE 2nd Ave * Miami Shores, FI 33138 Phone 3054954204; Fax 305. 756.8972 RECEIVED M l_ 2008 AFFIDAVIT OF COMPLIANCE WITH ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FI 33138 Re: Owner's Name: !4(1(. E L l+ Date: 512000 Property Address: Roofing Permit Number: F O — g o� Depz.puildip9 Offi ial: D 1 4401 ��e BLS et he that I have ' the roof to wall connections of the referenced property as required by the Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Residential Structures as adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C. *40 41A)A-\6 Signature Print Name ate osairoi License Number 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 (SEAL) vi CAP day of Ay MONICA LISSETH DIAZ a.. i] v ..:1E EXPIRES: ,:: EXPIRES: October 20, 2009 R 4 : 1 1 ‘ 7 Bonded Thni Notary Pub c Undanvriters N FINAL COMPLIANCE NOTICE OF COMMENCEMENT 11111111111411111111 1111111111111111 1111 1I A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NOV o v -ILL TAX FOLIO NO. ( 13 VI 0 © 1D 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. C F7 E4 n 4-1 6, 94..6 OR I&k 26389 Ps 19831; (Las) RECORDED 05/20/2008 15:28e32 HARVEY RtUV'IN' CLERK OF COURT MIAMI -DADE COUPSTY. FLORIDA LAST PAGE REMtl D i2 ZYtlO 1. Legal description of property and street/address: 1/5 l �� q' •fry- for 1-5 A-Np assr t®' ®F 4o r /6 94-496-1c ,2/ , 56/11P `vi'5 ° ® S 2. Description of improvement: 7 ,° L 'Roo P 3. Owners) name and address: /Z.Weefdd -7 — //S dy E_ q 4 reel r¢-04. SW-0 F C - 3 31 3 Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: exkvs4-1-a./c goof,-tie. 13-1q1 ,C CJ l /3 Org ,, o1 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: .4mz &rtr� .tif 414-e -it./ s Fs®exw& 00 tA,e? 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: Isi�,�'y7i = %J1�11� // t1 % / it r�,L�L+�J� =t�►T1✓l 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is .1. year from the date of recording unless a di rent date • specified) Sig ( ture of Owner Print Owner's Name £yi'rI-hia1 i4 • '?ti ter. u/1 Sworn to and s bscribed before me this 7S day of d`r V 1 Notary Public Print Notary's N e My commission expires: ji . 1111.1 i 123.01 -52 PAGE 4 5106 11 A• dress: 1311( Lf °b) is cy, 43 Prepared by 95044 tf- MCA, ei 330SY I /tedmG S4te4-via V e a'tt*eItt 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305-795-2204; Fax 305-756-8972 www.miamishoresviliage.com RE: Permit # -5 -'O --4(33\ DATE: 5006 I ill I (Print name and circle License Type) License #: eitZ OSr1(fiCt 00 00°01 On or about t .QO f. tM $' 2 °00 P' )\ (Date & time) secondary water barrier work at 1(6- t .. Gtt+ t"(t (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) INSPECTION AFFIDAVIT, , licensed as a (n) Contractor / Engineer / Architect, FS 468 Building Inspector , I did personally inspect the roof deck nailing and /or tft 5•133 \__Vaxitst.-AcuaradA Signature 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 /20 Notary Public, Sate of Florida at Large day of %l ► , zc7 r ik MY COMMISSION # DD 483995 i. EXPIRES: October 20, 2009 nded � N. ry'ubItcUndenttiters *General, Building, Residential, or Roofing Contractors or any individual k'a�- ,Aa: -�- _ e <<,..__ . h an inspection. Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection FLORIDA INTERNATIONAL ENGINEERING & TESTING LAB INSIGHT.INNOVATION• INTEGRATION 16701 Southwest 117th Avenue • Miami, Florida 33, Phone: (305) 378 -1991 • Fax: (305) 378 -1997 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH MIAMI -DADE BUILDING CODE COMPLIANCE PROTOCOL TAS 106 SITE SPECIFIC INFORMATION Owner's Name: Neic t I .-G I Permit # 5*--a- `Z- Job Address: l� tii °°' I I0. Roofing Contractor: I0 - V--DO- I 1--t, eat Type of Tile: 1 i.9 dZ.— cl `` IFr— 61/4- k-t c 'El-- Date Installed 9- LI -0T Approximate Roof Height: �2- feet typia '5 % 1 'L Type of Access to Roof: Scaffolds Ladder Other Approximate Square Footage of Roof 4,401, ft2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100X, Shimpo Instrument Date: c-2v -- ®S TEST RESULTS P= PASS,F =FAIL P�IlTestt 0 P 1 2 3 27 28 53 76 77 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 9 33 58 83 34 59 84 10 35 60 85 11 36 61 86 12 13 14 15 18 17 18 19 20 21 37 62 87 38 63 88 39 64 89 40 65 90 41 66 91 42 67 92 43 68 93 44 69 94 45 70 95 22 23 46 47 71 96 72 97 24 25 48 73 98 49 50 74 99 75 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. RESPECTFULLY SUBMITTED BY: Vw* / 221 Vinayagar M. Balakrishnan V. P. E. Lic# 63107 Miami -Dade Lab Certification # 07- 0612.11 State of FL Certificate of Authorization # 27273 Sketch of Roof Job (l5 tL - 4 s'r,, ,Q-e8 kV( Sheet Number Contractor UD M c 1�— QD l UJ4 Checked�� Scale ■ ■■■ ■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■E■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ ■! ■ ■ -I� ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■■AIM ■ ■ ■MEMMIIME .. EME ■■■■ ■■I■■■■ ■I lni►E,RAriilL%1 ■ ■ ■ ■11 ■ ■ ■ ■ ■■ ■■■■■ ■I■ ■■■■U►7 ■■MnMM■■■ ■11■■■■!■ ■■■■■■O■■■■1 MILMWJ■M■■ ■ IN IMMEMEM M■■■■!' J ■ ■■■I,�I ■MMUN�E ■�1■! N ■t1■■■■■■ ■A■■■■I�I■CC ME UMEM iAii ■,1E■I■■■ ■ ■■■■■I ■ ■ ■■■11swaml■ ■ ■r mu m ai ■■m■■■ mommummumumammummegurins ■ ■■ ■ ■■J ! ■ ■ ■ ■ ■ ■M!■V►AMIL., .�� 11 / ■ ■ ■■ ■■ 1■■■■ ■ ■1im Lean■ it w`i`le ■ ■■■■ ■■I■■ ■ ■■i■11 ■MOMMMf ' ■ ■■ ^nMn■ ■■■■ ■■I■ ■■ 0 air!■ Ann ■iEMMO d ■ ■■ ■ ■■ ■ ■!■!■ ■■ MT7■'■r W40ar'r i ■■ ■■■■ ■■J■■■ ILMMOMEMMU iMM ■■N■EJ■ MEMMARMEORENERWIEWMEVRMIVIMMEMM ■■■■■i■ MMEWr. W MW ■■■■ii ■i ■/%!fin ■■■ ■■ ■ ■ ■ ■I■■ ■I 111l6a ENIF IEMEMINEIN MI TWIr"c mommummar likAN mumemomminineaniamm ■ ■■■ ■i■i■■■■■ mun ni ``''' � - ■ ■iltrc��r�� "�■ ■■■ ■■■ ■■■ ■■■■ mmom■■ ■!■■■■umm ■■ ■ ■ ■ ■ ■ ■- a ■ ■ MJv ■ ■ ®l!.. ■am° ■ = ■ ■■ ■ ■■■!■■!■■■■■ ■ ■■ ■11■■■■■■■■■■■ ■n ■■■■■■■■■ ■■ ■■■■■■■■■■■■■■■■■ ■■■ Notes: • Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 E. EGVE MAY 14 2008 512tD Permit No. (IF 0'3 ' i ^ Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) 1I(� ( i 11EA -11L Phone # Owner's Address - 115 H.. e q ' f 5t ,2.a r." City M?i4- c 5gOdLs State / L Zip 3 3/ 3 Tenant/Lessee Name — Phone # Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Zip 3 3 1 3 s FOLIO / PARCEL # jI "3 G° 013 ° `10 Is Building Historically Designated YES NO Contractor's Company Name P 144/09-1&- K fe /G%/f-!7 Contractor's Address j39. j3cvk .s 310 5! Phone # 3® / -of c7/ City M c rA State F L Zip 331 S 3 Qualifier Name Qt uJ Kc W&IY.T State Certificate or Registration No. - KC 00W60-6 Certificate of Competency No. 06115 0 000 r7 Phone # all " C Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 3�% Square / Linear Footage Of Work: Type of Work: LlAddition ['Alteration ['New Describe Work: yi' F lr/ �¢wt P, -ring -Hera s-1'ern; o jRepair/Replace ❑ Demolition ******* **** * * *** * * **** ** * ** * ** * *** * * ** *Fees* ** * * * * * * * * * * * * ** Submittal Fee $ Notary $ Scanning $ ' G' (�, J Radon $ I PBR $ Bond $ Code En fes Permit Fee $ "mod Training/Education Fee $ l: •(110 Structural Review. $ * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ ICPC Technology Fee $ 151 S Zoning $ CO /CC Double Fee $ Total Fee Now Due $ 4a..' 1S MIAMI ��GR �Y ES'VILLAGE See Reverse side —* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) 40I e 4Lfe4-tf kati/le:5 ro jJRmt_ thwo t Mortgage Lender's Address .?O is or (o'( goo 1 / A4 J `Oc2 • City I7Y(4J AWc9/ r State lra¢S Zip 7S .26' 1 qDO Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. ' ' Signature Owner or Agent The foregoing instrument was ac ,. owl ed before me this day of 200 , by h , is personal y known to me or who has produced 'W As identification and who did NO Sign: Print: AR PUBLIC: 1ps Q n oath. My Commission Expires: *** *** * * * *** * * * ****** ** x *** ** * * APPLICATION APPROVED BY: (Revised 02/08/06) Signature .Contractor 1. The foregoing instrument was acknowledged before me this p4 day of 1''!t" , 2008, by Gill Irkavieff , who is personally known to me or who has produced PZ LIG CI 0(30 as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Ex ******************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning ROOF ASSEMBLIES AND ROOFTOP STRUCTURE Master Permit No. Contractor's Name _ __ KawO.) e• �( 1 ©Oi Job Acidities. _.__. 5 . VE 11÷h— CATEGORY © Mechanically Fastened Tile o Metal PansilShingles • • •• •• • • . • Florida Building Code Edition 200f.; ; • High- y Hurricane sons Whine Permit APPSoetioritirnk oer.88�. ❑ Low Slope Aepfmitic Shingles • • • • • • 0 Preecripthre BUR -RAS 150 0 New Root LiReroofing Low Slope Root Area (SF) ROOF TYPE 0 Recovering ROOF SYSTEM 10N Sloped Roof Arcs (SF) Q Wood ShInglesiShokse 'Nv6OsVen+s CI Repair 4 0 Meineenance Total (SF) i 9SQ ▪ Section 8 (Roof Plan) Sketch Roof Plan: illustrate all levels and sections. root drains, scupper% overflow siouppera end peargow include dimensions of sections and may, dearly identNy f ineat& on. of MMtated drams. parapets_ pressure SOIfM and location of ■116 »■ra1rr1r111 1111MI_ 21111111111111111a11111111 •UUaSUa IIVII ... 0:4111111111111111111111111111 ....M.1.lrlt.l.usro it,...or[aaar � rr irr r 1 1r DATE BLbEPT .% SUBJECT TO COMPLIANC4FTH ALL EDE AND COUNTY RULES AND REGULATIONS" 7 i O IC. 4<A(7 O8- 9 t 9 ts 01, ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • ••0 •• 00 • • • • • • • • • • • • • 000 • • • • • •• •• • • • • • *00 • • • • • • • • • • • • • • • • • • • • • • • • • • .6. 0..* 041 • Florida Building Code Edition 2004 • • • • • • .. • • ... • • • . .. • • • • • • • • „ • • • • • High-Velocity Hurricane Zone Uniform Permit Application Form. • • • • Section D (Steep Sloped Roof System) Roof System Manufacturer: A A 11110111-er • • • • • • 0 . . • • • •• 00 • A 0 • :0 * • • • • ..... • • : • *0 • • • • • oo Notice of Acceptance Number: 01_ (05, Minimum Design Wind Pressures, 11 Applicable (From RAS 127 or Calculations): P2: 01: 94) 100% t) 4 % P3: I 00, 10 Maximum Desi • n Pressure (From the Pr. . uct Approval Specific System): Li/ q • • • • • • Root Slope: : 12 Steep loped Roof System Description Deck Type: 57611 pi yilik /00 • Type Underlayrnent: III- 6 D 0_1+i Insulation: Adtr ?N. Mean Roof Roof Height: Fire Barrier: ItilitACI- _____uad,o___4.1.1010,340. Fastener Type & Spacing: 144tits v 141,,1060d tio. rvt./.6 Adhesive Type: 171-1 as txpol+- Oc :.04:0 IvortIltr-4f4v Type Cap Sheet: Roof Covering: AF Moafed Type & Size Drip Edge: • 044-a 0 0 0.0,00 0 —0-- A9ASCLIUP %le° 0 0000 • 0 0000 411 0 0 0 00 00 0 0 000000 0 0 0000 0 soob 000 • 00 00 15.34 FLORIDA BUILDING CODE — BUILDING 000000 • 0 0 000040 0004:0 • 000000 000060 0 00 • • ••• • :'.•• • • • • • • • •• '• • ROOF AS SE • • ANO Ra + o stRU�rLREs •••••• • • ••• Florida Building Code Edition 2004:: "• High - velocity Hurricane Zone Uniform Permit Application Farm. • Section E (Tile Calculations) • •• • • • • ••• • • ••• ••• • • •• • • • • For Moment based tile systems, choose either Method I or 2. Compare the values for Mr with the values from Mptlf the • p v _ la • equal to the Mr values, for cash area of the roof, then the the attachment methochs acceptable, • ••• • • • • Method 1 "Moment Based The Calculations Per RAS 127" • • • , • • • (P1 IIx ?f _ �y,� _ j0 = Mrt y J Product Approval Mt oty (P21 /O j"x x �� % �4 i�- Mg: � ti = Mr2 f 1141 Product Approval (P3I V a x it t BiF 111 Mg: = M !1 r3 Product Approval Method 2 "Simplified Tile Calculations Per Table Below" Required Momem of Resistance (Mr) From Table Below Product Approval Mr- tin, requtrea moment Resistance* Moen Roof Height i Roof Slope l 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 322 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 11st of moment based tile systems endorsed by the Broward County Board of Rides and Appeals. For Uplift based tie systems use Method 3. Compared the values for F with the values for Fr. If the F values =greater then or equal to die Fr values, for each area of the roof, then the the attachment method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 12T' (Pi (P2: (P3: xL xL xL X W:= ) -W: XW:= ) -W: X W:= ) -W: x cos 0 X cos 0 x cosFl = Fr l = Fr2 Product Approval F Product Approval F Where to obtain information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS L27 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 d Product Approval Restoring Moment due to Gravity Mg Product Approval �o.® • 004 • Attachment Resistance Mf Product Approval 0 • . 0 • •' Required Moment Resistance Ma Calculated a o 0.0 Minimum Attachment Resistance F ProductApproval .• ••04' •••••• • •9 • • a Required Uplift Resistance Fr Calculated • W •oo • 990 Average Tile Weight W . Product Approval . • • • 0 w W Tile Dimensions I.= length W = width Product Approval • ® ®' • • •00 • • • s ■ All calculations must be submitted to the Dwildin official at the time of application. $ permit tcatan. • FLORIDA BUILDING CODE - BUILDING • es 0 • 0• • 00 04' 004 ,11.° 0 •4,t' • ,5, • 00. �• 0® �8 W • • 15.35 COUNTY bdirerim F,xedLexec Every Day • • ••• • • ••• • • • ••••• .•. • • • • • • • • ••• • • • • • • • ••• • • • • • SECTION 1524 • ••• • • • HIGH VELOCITY HURRICANE ZONES " : ' REQUIRED OWNER'S NOTIFICATION FOR ROOFING'CONS1fSERA71014 • •• • : • •• 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to:pdAd@ tbepvvn with the required roofing permit, and to explain to the owner the content of this section. The er provisions of Ch&pter•1'S of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. K2. Renailing Wood Decks: When replacing roofing, he existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). PEl 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 work to be performed. PK 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. ci.4 5. 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. 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 per- formance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. ill 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation should not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. \-i)CU,k y(kw eG2% Owner's/Agent's Signature 5 , la ©`d Date Property Address Permit Number 1 Contractor's Signature M IA MID BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Monier Lhfetfe, LLC 200 Story Road Lake Wales, FL 33898 • • ••• • ••••• • • • • • •• '•• • • ••. • • • • • •0• • • • • • • M1 M -1 IfE CCIT1TV, FLORID r,D•Ai i ,c W1WI K: 140 WEST FI%GI ER STMT, SUITE 1603. MIAMI, FLORIDA 33130 -15E3 • (305) 375-2901 FAX (305) 375 -2908 •• ••• • : ••• ••. •• •• • . • .' • • • • ..' : . ' • • ••. ..• • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals. (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the Iligh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate 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 renews NOA #02- 1211.08 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12113/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Boca Raton, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment basil. system. Roofing Flat Profile Roofing Tiles Concrete • • ••• • ••.•• • • • • •• •. ••• • • • • • • • • ••••• • • • • • • ••• • • • • • • ••• • ••• • • • • • • •• •• • • • • • • • • • • • • • •' • • • • • • • • • • ••• • • ••• • ••• • ••• • • • ••• • . ••o oo•. ••• •• • • '• .'. . . ,• . • ••' • • • • '' • • ••• •• 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces Dimensions 1 =16" w = 10" 1'A" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Test Specifications Product Description TAS 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Identifier 7161 -03 Appendix III 94 -060A 94-084 25- 7094 -2 25- 7094 -8 25-7094-5 Test Name/Report Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Date Dec. 1991 March, 1994 May 1994 Oct. 1994 Oct. 1994 Oct. 1994 NOA No.: 07-1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 2 of 7 • • Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Cetotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc Walker Engineering, Inc Walker Engineering, Inc. Nutting Engineerins Test Identifier 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1,1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations TAS -112 • • ••• • ••••. • • • • ; • • ••• • •••• • • • • • • • • • • • ••• • • ••• • • • • • •• •• • • • • • • • • • ••• • • • • ••• ••• • ••• • • •• • • • • • • • • • 3. LIMITATIONS • • • • • • ••• • • ••• ••• • • 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. • • • • • • • • • 13 Applicant shall retain the services of a Miami Dade County Certified L ratar1 t$1 quarterly test in accordance with TAS 112, appendix `A'. Such testinrsha311; surn4110d At • the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7 :12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate Concrete Roof Tile and its comments shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (l x w ) Tile Profile Weight W (lbf) Length -I (ft) Width-w (ft) Monier Ufetile Atlantis Shake & Slate Tile 8.5 1.33 0.833 Table 2: Aerodynamic Multipliers - A, (ft3 Tile Profile I () Batten Application x (ft) Direct Deck Application Monier Lifetile Atlantis Shake & Slate Tile N/A 0.208 •• • • • •• • Table 3: Restoring Moments due to Gravity - M (ft Ibf) Tile Profile 2 " :12" 3 " :12" 4 ":12" 5 ":12" r 6 ":12" 7":12" or greater Monier Ufetile Atlantis Shake & Slate Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck N/A 6.17 N/A 6.11 N/A 6.01 N/A 5.89 N/A 5.75 N/A 5.59 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 4 of 7 •. .• •.. • • • ••• • • • • S.! • •• lb* • • • • ••• • • • • • • • • • ••• Table 4: Attachment Resistance Expressed as a Moment -:M4 (Mbil : e.. . for Nail -On Systems • • • • • : - • Tile Profile Fastener Type Direct Deck (min 15/32" *wood) Direct Deck (min. 19/32", plywood.) e . / M• • . Battens , • : :: �: • • •• • Monier Lifetile Atlantis Shake & Slate Tile 2 -1 Od Ring Shank Nails 30.9 38.1 • • • • 1-10d Smooth or Screw Shank Nail 7.3 9.8 N/A 2-10d Smooth or Screw Shank Nails 14.0 18.8 N/A 1 #8 Screw 30.8 30.8 N/A 2 #8 Screw 51.7 51.7 N/A 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 N/A 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 N/A 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 N/A 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 N/A Table 5: Attachment Resistance Expressed as a Moment Mt (tt Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Adhesive 31.33 1 See manufactures component approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. • • • • , , • • • • • „ • Table 5k Attachment Resistance for Sin le Pa Expressed as a Moment - MT (ft Ibf) Adhesive Set - , s Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile PolyProTm 118.94 PoiyProTM 40.44 3 Large paddy placement of 45 grams of PolyProT'". 4 Medium paddy placement of 24 grams of PolyPro ". Table 5B: Attachment Resistance Expressed as a Moment - M1(ft Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set' 39.0 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12113/07 Page 5 of 7 •• • • • • •• •. •• • ••• • • • .•• ••• • •••..• • • • • • • • ••• • • • • • • • •.. • • • • ••• ••• ,.. • . 5. LABELING • All tiles shall bear the imprint or identifiable marking of the manufacturer er si name ro ogoo or following statement: "Miami -Dade County Product Control Approved ". • • •... • • ••• • ••• .". .;•. . • • • • • . . . . • • • •' • MoN>ER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (BOCA RATONi, FL PLANT) LOCATED UNDERNEATH 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.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12113/07 Page 6 of 7 •• • . . • •• PROFILE DRAWINGS • • ••• ••••• • ••• ••••• '• • • • • • ••• • • • ••• • • • • ••• ••• • • • • • • • ••• • • . • • • • ••• 0 • .•• •• ••• •• • • • IRMO 16Vr OVERLAY MONIER LIFEETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 1023.12 Expiration Date: 12/16112 Approval Date: 12/13/07 Page 7of7 MIAMI° BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Lemanco, Inc. 2101 W. Main Street Jacksonville, AR 72076 ••• • • • • •• •• ••• • • . • •. . • • • • ••• • • • • : ROOFING COMPONENT APPROVAL Category:. Sub - Category: Type: Materials Deck Roofing 07720 Ventilation Turbine Aluminum Wood • ••• • • .•• •• • • • •• • •• ••• • • • • • • • • • • • • ••• • • • • • �•• • • • •... • • .. • • 0 •. • • . .•. • •• •••• • •• • • • • • • ••••• TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Pro uet BIB -14/ BEB -14 WhirlyBird Turbine Cap Dimensions 22" wide at base 17 -1/8" high Base 0.0253" thick Elbow & Dome 0.032" thick Vanes 0.019" thick Rotor Band 0.0305" thick Extrusions 0.125" thick EVIDENCE SUBMITTED Test Agencv PRI Asphalt Technologies, Inc. 14" dia. Test Specification TAS 100(A) Product Deacrintioa 14" diameter opeming turbine ventilation system. TAS 100(A) Turbine cap to be installed in the event of a Hurricane Warning. Test Identifier PRI0002 Description Rote TAS 100(A) 08/24/00 NOA No.: 05-0823.06 Expiration Date: 12f22/10 Approval Date: 12/22/05 Page 2 of 5 .• • • ••• APPROVED ASSEMBLY: .<as :•• •• •• ••• •• •• ••• • • • • • ••l 1 • • • • • • • ••• • • • • ••• ••• :•• .: • System Type A: Mechanical attachment of turbine vent over composite shirilos �'� • • • ; • •. • • .. • •. Cutout: At chosen location (see Lomanco instructions for proper placement) an�•cnter8d • °•' between two roof rafters, cut a 14" diameter hole through sbipgles and sheathing boards. Seal around top and sides of hole with approved roofing c=erxere.': :0. : • • • •. Installation Determine roof pitch in compliance with Lomanco instructibbs lign'rc f :: L. • •' pitch number on elbow with indicator line on flashing. Place three short screws through holes that line up with pre - drilled holes in base. Place mounting base unit flat on the shingles on its flashing, and coat underside of base flashing with roofing cement In its pitch - adjusted position, carefully slide upper half of flashing up roof beneath shingles previously rolled back until base is centered over cutout. Rolling back the shingles where necessary, and rechecking pitch setting for vertical alignment, secure the base unit to the roof deck with a minimum of fourteen ring shank roofing nails, equally spaced, approximately '% from edge of base per detail drawing "Base ". Nails shall be of sufficient length to penetrate through roof sheathing a minimum of W. Apply roofmg cement to underside of shingles overlapping flashing, and press them down onto the flashing. Rotate top of elbow to level position by turning counterclockwise. Place locking clamp across seam and tighten as shown in Lomanco instructions with approved sheet metal screw. Seal all seams and nails with approved roofing cement. Position whirlybird on the base. Line up the pre- drilled holes in the brackets and base and fasten with approved long sheet metal screws. After installation, verify that whirlybird turns freely. If necessary, minor adjustment may be made by gently prying lowest point of turbine upward to remove any wobble. Net Free Area Refer to manufacturers published literature. Slope: Minimum 2" on 12" LIMITATIONS: 1. Refer to applicable building codes for required ventilation. 2. In the event of a Hurricane Warning or in the event of a high wind event with expected wind speeds in excess of 70 mph, the turbine head shall be removed and replaced with the approved storm cap listed herein. 3. This acceptance is for installations over asphaltic shingle or low slope roofing. 4. BIB- 14/BEB -14 Whirlybird® turbine roof ventilators shall not be installed on roof mean heights greater than 33 ft NOA No.: 05- 0823.06 Expiration Date: 12122110 Approval Date: 12122/05 Page 3 of 5 DETAILED DRAWINGS (CONTINUED) .,- • ••• • .• • •• • • • • •, • .' ••• • • • • • ••• • • • • • • ••• • • • • • ••• .• • • •• • • • • • • • • •• • • • • ••• • • ••• • •••• • • • • • BIB -14, BEB-14 End OF THIS ACCEPTANCE NOA No.: 05. 0823.06 Expiration Date: 12/22/10 Approval Date: 11/22/05 Page 5 of 5 DETAIL DRAWINGS • ••• •'•'• • • • • • • • • ••• • • • •. •• • • • • • •• •. ••• • • • • • • • • • • • • . • • • •• • • • • : - • • 4449 PKVIVVIG ••• • • • • ••• • • • .. • • • • • • • • • .. • •• •• Base 5294 22 r — r-0.2031 -t ..- 0.3750 13750 0./250 -t 14.0625 - 14.2425 Hurricane Cap NOA No.: 05- 0823.06 Expiration Date: 12/21/10 Approval Date: 12/22/05 Page 4 of 5 • • MIA M I�DJ4QE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 • •• •• • • • • • • • • • • • • ••• ••• • • •• • i :' • •••••i• •• • • • • . { • • • w" • • • • ••• •• • • • • ••• •• • • • • • • • • • • • • ••• • •• • • • p,I4I1 1 ADE CQUNLY, FLORIDA • • • • ••• 14dw[y's FLAN. R€tJ ET, •SUITE :6Q3 : • • so. '•• • M �'FLOR1DA33130 -1563 •• (305) 375 -2901 FAX (305) 375 -2908 • • • • • • • IS • • • • •. • • •• • • • • • ••• •• • • • ..• •••• 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 I1aroiti• Jurisdiction (AHJ). • • • •• • • • This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami past jounty) anti/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or mjtggtgl tested far„quality assurance purposes. If this product or material fails to perform in the accepted manner, the tJwwIactur&.wi 1, 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.i deierminett by•BWCO 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 fltusieane Zone of the Florida Building Code. DESCRIPTION: Polypro® A11160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bees g • 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 revistivaar change the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorseaiiv t of any • product, for sales, advertising or any other purposes shall automatically terminate this NOA..Failtrrf to coQiply 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, F1dride,'and follaWd by the expiration date may be displayed in advertising literature. If any portion of the NOA is iirsp�a•}ied, 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 .1 rge L. Acebo. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 • • • • • • • • • • • • • • .• • • • • • • • • • ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof the adhesive Materials: Polyurethane • • ••• •• •• • • • • • • • • • • • • • ••• • • •••• • • •• •• • • •• • •• • • • •• ••• +:• : : •' • •• ..• 0. OOOOOO SCOPE: • • • • • • ••• • • • • • •• • • • ••• • • •• •• • • • • • • • • • • •• • • • ,• • • •••:• ••• ••• . • • • • • • • • • •• •• • • • • • :• • • • • • • • • ••• • ••• • • ••• • • • • ••• •. • • • •• •• • • • • • • • • • s • • • • • •• • • ♦ • • ••• • • • • • • • • • • ••• • • • • • • • • This approves Polypro® AH160 as manufactured by Pot t%ak I rodncts, Int'ds ddscri • inNectios • • • 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 Polypro® AH160 . Foampro RTF1000 ProPack® 30 & 100 Dimensions N/A N/A N/A Test Specifications TAS 101 PRODUCTS MANUFACTURED BY OTHERS: • • • • • •• • • • Product Desthlaitn1 • • •••• Two component polyure .... e foam • adhesive •• • Dispensing Equipment ..' • •' : . Dispensing Equipment ; • • •••• • • • •••• • • • •• • ••• • 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 • • 1.6lbs. /ft3 ••••• • 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° fa.2•wveeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% • • •• •• • • • • • • • • • • •• •• •••• • • • •••• • • •••• ••• • • • •• Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 • • • • • • • .' • • • • • • •0 • • • • • • • • • • EVIDENCE SUBMTI I tD: Test Agency, Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services LIMITATIONS: 1. • • •• 0• • • • • • • • ••• • 0 • • • • •• •• • • •410 • • • 0 • • • 0046 • • • • 0841 • •0• • : : : 4441 •:0 :• •:•. • • • •0• • • • • • • • • • • •• • • • 41'41 .•. •: • • • • • : i O.6• Test Identifier #94 -060 257818 -1PA ,. 25- 7438 -3 ' . 25- 7438 -4 • 25- 7438 -7 25 -7492 NB -589 -631 0• • • • • • 1•• • • Tear Narfie/Repoi • • • TAS 101 • • •TArS10 /•• :• ::S §T ? ,19g 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109-2-1 • • 0 • • • • t♦• 4141 4141 • • • • • • • • •S• SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 TAS 101 • • •• • 0 • • • • ••• • Wte • • • • : : ••• • • • • •,••• • 04/08/94 : 1"6/26 ••6 • 1D /$5/ n• • 4141 4141• • 11/02/95 12/12/95 02/01/94 04/30/9: • • • • • • • 11/16/0••• :. • d1/16/95 4141. 03/14/96... • • •••• •••• • • • „141/23/9$. • • • • • • •• •• • • •• • : • It/28/98• • • • • • • •••• • • • • •• • • ••• • •• 03/02/99 • •.•• • ••0• • • • • • •• • • • •••• • Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile A s entlt; for fir, • rating. •••• 4141 4141 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 6.041 • • • •416• •• •• • • • • 3. Minimum underlayment shall be in compliance with the Roofing Application Standird RAS 120! •,,, • • • • 4141 • 0•• • 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' s � � F ='2' MS NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04 /13/06 Page 3 of 7 •• • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • INSTALLATION: • •• • • •• ••• • � ill' • y• •• • •' • • • 41, 1 • •• ••• • • • • • • • ! • • • • • • • •••• • • • • • ••• • ••• j • • • •• • • • • • • • • • • .• M.. • • • • ▪ •� •..• • '• ; • • •'• • 1. Polypro® AH160 may be used with any roof the assembly 4avitLge cure 4O1, that 1is;s up'1? :: • e: • .• ... .•• • : • resistance values with the use of Polypro® A�160! 2. Polypros4 AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The rooitile ss lfk'adhe ve�ewtite1u3enttvritly • • • • • the use of Polypro® AH160 shall provide sufficient atita®h4c t tr, ti;rfce, ex asia$ u$jif ; • • based system, to meet or exceed the uplift resistant di tejntipMd 1n to li with • '.- Dale:.... • c County Roofmg Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro) AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyi• Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators$o 418 authority having jurisdiction. • • • • • 5. Calibration of the Foampro dispensing equipment is required before application oiy adhesive The mix ratio between the "A" component and the "B" component shall be maintiikl betweeq, l.ii; 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds pot, tie as •••••• determined at calibration. No other settings shall be approved. • • • 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 8isipensing: ' • •' 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 giiinntity after • • • • •• • ••• • 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. Polypro® AH160 has been dispensed. Table 1: Adhesive Placement For Each Generic Tile Profile • • • Tile Profile Detail Weight Min. (grams) d Weight per parlin. • (grapes), Flat, Low, High Profiles #1 35 N/ • •' High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan NYly • •; •' �' Flat, Low, High Profiles #2 24 1A • • Flat, Low, High Profiles #3 8 . •• " LABELING: All Polypro+l4 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. •••• • •••• •••• • ••• • • • • • •• •• •••• • •••• • •••• • •. •• • • • • • • • • • • • • • • • • •� • • • • • • • • • 001 • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10 /11 Approval Date: 04 /13/06 Page 4 of 7 • • •••• • • • •••:• �• • :• • • • • •• •• • • • •• •• • •• • • • • ••• • • 1 • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • •••• • •.. • • : • • ••• ADHESIVE PLAGEMErT Timm •' •••••• • S1NG • • • • • • �• •• • • • T,E ?Ari' • • • • • • • •• •. . .. ••• • • • •• • •• • • • .. • • • • • • • : • •• • • ••• • • • • •••• • ••'• • • ••••• • :•••• •• r• • • • •• • • •• •••• 1) Pine ensurOrsentesive to wawa Ms 23 square fiwhesN thepantf� P /Bmwft Tol in. From outs* edge 2) Turn covers wide down. Place Mimeo '112 fn. Then**Hoa of cover �e w fle • • • • • • • • • • • • •• • •••• • • •••• ••• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •.. • • 000 • :. •t ,i• 41.4. ••'•• • i••v• • •• • •• •0 •• • • • • • • • • • • • • • • • • • • • • • • •.• • • • • • • • •.• • • • • • • • • i • • •..• • ••• • • • • ADHESIVE P L A G E M E T A 1 1s 2 • • • '• s • . • SING? : .,. i , • • •• • • • • • ••• • • ••• ••• • • • • • • • • .. • • • •• 000 •;•• 0 0 •. .. ... .. • •• • • • . •s • •• i • • • •• • • • • •0 e s• .M • • •.• • : •�. • • • • 0 • •• • • •0•• • •••• • • •• •• • • 0 • • • • • 0 • •• • 0000 • 0 ••0• 0000 • 0400 • • • • • • •• 0• 0000 • • •00• • 0••• • • 0000 ••• • NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 • • • • • 04.000 • • • • • c • • • • • • • • • • • 0 • • • • • • • • • • . ••• ••. •• •• ^ •• •• • • 0 • • • • ••• • • • • • • • • • • • • • • • • ••• • ADHESIVE fLACEM NT IA,TAIX..'i • 't'1"� • • • • •.• • • ••• • • through plastic cement Paddy (between lb) Paddy (under *Ue) .• olhaerlirled 1 4111. & 4 x31►. paddpon under- laymen . SbflaPaddf 27 bundle on bop of We size paddy errs Pact ' ccere• only Ewe • • • •••• • • ;" ": • : ••• . . •• •. •; ;'; • • •0• '• 90 0410 • • • • • • • • ' • • • •• ••• •• • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • • • •• •• • ••• • • • • •• • • • • • • • • • • • •• • • ••• '•• ••• • • • • • • • • • • • • • •• •• END OF THIS ACCEPTANCE • • •• • ••• • NOA No.: 064201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7of7 • •• :• • ••• ••• :• .• ••• • • . • • • •• e • ••e - M IA M IOADE MIAMI DADE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 MET 05.1: 5E FLAGLEL ULLD1N9 e• 149 WEST Ptak* STRE4T, 81=4 43: •. . • •M1FLO A3.3b30.463: : : (305) 375 -2901 FAX (305)X375 • T • • • • • :•• ••• e• • ••e • • • : • • • •• • • • •• • • :e• ••• 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 Hang. • Jurisdiction (AHJ). • • .... • • • • • •,�••ev • •• • This NOA shall not be valid after the expiration date stated below. The Miami Dade ChEm• p'rodudt•Cbflttol .... .. . Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Comb)) fdtrve the right to . • have this product or material tested for quality assurance purposes. If this product or mater:1aPfa s to Fs" in . . the accepted manner, the manufacturer will incur the expense of such testing and the IA .may idly • revoke, modify, or suspend the use of such product or material within their jurisdiction. $QR j , xese:ves the' ght .... •' to revoke this acceptance, if it is determined by Miami Dade County Product Control Diviai i.f%t this •product or • • - material fails to meet the requirements of the applicable building code. • • ... • . . e. 0 This product is approved as described herein, and has been designed to comply with the High Velocity iuincime ..... ; Zone of the Florida Building Code. DESCRIPTION: GAF Rnberoid® 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 acted 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 pardon of the NOA is displayed, then it shall be done in its entirety. INSPECT ION: A copy of this entire NOA shall be provided to the user by the mamdaeturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #02- 0408,10 and consists of pages 1 through 31. The submitted documentation was reviewed by Frank Zuloaga, RRC. NOA No: 03-0501.02 Expiration Date: 11106/08 Approval Date:10/23/03 Page 1 of 32 ROOFING SYSTEM APPROVAL Roofing SBS/APP, Modified Bitumen Wood -75 psf See General Limitation #1 Category:, Sub - Category: g. MD": • • • •• •• • • • • • • • • • ••• • • • • • •• •• ••• • • • • • • : • •••• • ••• • ••• • • • • • • . •• :•• • • • •• • •• • • • •••• • • • ••• • • • • • • • • • • ••• • • • •• • • •• • : • ••• :• •• • • • ••• . • • • • •• • • • • • .... • • TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT= • • • • TABLE 1 ftbst GAF Asphalt Concrete Primer (Matrix"( 307 Primer) GAF .Mineral Shield® Granules GAF WeatberCoat® Emulsion (Matrix"' Fibered 305 Emulsion) GAF Premium Fibered Aluminum Roof Coating (Matrix"( System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack All Weather Plastic Cement (Matrix"( Standard Wet/Dry Roof Lenient 204) GAFGLAS #75® GAFGLAS #80 Ultira"( Base Sheet GAFGLAS Flex Ply"( 6 GAFGLAS Ply 4® GAFGLAS ®Mineral Surfaced Cap Sheet GAFGLAS® STRATAVP2' T® Eliminator Perforated Ilionadm 5, 55 gallons 60 lb. Bags 100 lb. bags 5 gallons 1, 5 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37' (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 muter) Wide 39.37' (1 meter) Wide Test Product Specification ASTMD41 ASTM D 1863 ASTM 1227 ASTM D 2824 ASTM D 3019 ASTM D 3409 ASTM D 4601 ASTM D4601 ASTM D 2178 ASTM D 2178 • ASTM D 3909 ASTM D3672 ASTM D 4897 Tntion Asphalt concrete primer used to promote • adhesion of asphalt in birilt�r roofiic • • • • •• • • • Granules for surfacing of mused : • •' • • asphalt, cold process cedar • emulsion. GAF MmeratSfilbld® • • • • • Granules shall be used f tshhing . • •� • applications only. • • •• Surface coating for smith rfaced • roofs. • • • Fibered aluminum coating. • • .•• • •••• ••• • •• Refuted asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Asphalt impregnated and coated glass mat base sheet. Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. NOA No: 03- 0501.02 Expiration Date: 11/06/(01 Approval Date:10/23 /03 Page 2 of 32 • • • • •• • •• • • • • • • Product GAFGLAS® Flashing GAFGLAS® STRATAVENT® Eliminator Perforated Nailable RUBEROID® SBS Heat- Weld= Smooth RUBEROID® SBS Heat - We1dTM Granule RUBEROID® SBS Heat We1dTM 170 FR RUBEROID® SBS Heat - WeldTM PLUS RUBEROID® SBS Heat - Weld PLUS FR RUBEROID Modified Base Sheet RUBEROID® Modified Bitumen Adhesive RUBEROID® SBS Heat - WeldTM 25 Ruberoid® Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth Dimensions various 39.37" (1 meter) Wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 1 meter (39.37") wide 39.37" (1 meter) Wide 5 gallons 1 meter (39.37") wide 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 39.37" (1 meter) Wide 39.37" (1 nester) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide • • ••• • • • • • • • • • • ••• • • • • • • • ••• • • Test Product §2g#Wen 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 G2 BUR ASTM D 3019 Type III ASTM D-6164 ASTM D 6222 ASTM D 5147 ASTM D 6298 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTMD6164 ASTM D 5147 ASTM D 6164 ASTM D 5147 ASTM D 6222 ASTM D 5147 NAIRAN • • Asphalt coated glassfi$8;ntt • • .' sheet available in three sides..:. Fiberglass base sheet coated on both sides with asphalt. Simface4 on the bottom side with miaieratggs •• •• ••• • • . • • • • • • • • ••• • • • • • . • • • • •••• ••• • • ••• •••• •• • embedded in asphajtiacoat nt •� r Non Woven Polyester mat Coated *ith • • • polymer-modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Nan Woven Polyester spat coated wi h •.;. fire retardant polymer 404 asphalt • and surfaced with min u1es. ; ... • • Non -Woven Polyester mat seated with polymer modified asphetatard surfaced... • with mineral granules. • • • • Non Woven Polyester iiWe d v dtd; •. fire retardant polymered aspt►alt• • and surfaced with munralgr mules. • Premium glass fiber minfo ed SBS-:. ... • modified base sleet ' • •' : .., • • •• Fiber reinforced, rubberized Adhesive 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. Non Woven polyester watt 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 su ace. NOA No: 03.0501.02 ExphatIon Date: 11/0 ApprovalDate:10/23/03 Page3 of 32 • • ••• RUBEROID TORCH Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR RUBEROID® ULTRACLAD® SBS RUBEROID® Dual FR Vent Stacks (metal and plastic) GAF Aluminum Emulsion GAF Aluminum Roof Paint (MatrixTM System Pro Aluminum Roof Coating Fibered 302) GAF Built -Up Rool5ng Asphalt RUBEROID MOD Asphalt, Asphalt L & Asphalt P Shingle -Mate' Underlayntent Tile -Mate Modified Base Sheet allIs310 sn 39.37" (1 meter) Wide 393T' (1 meter) Wide 39.37" (1 meter) Wide 39.3'7" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37' (1 meter) Wide 5 gallons 5 gallons 100 lb. cartons, bulk 601b. kegs 4 sq. roll 301bs. 1.5 sq. roll Test SRecifiic tion ASTM D 6222 ASTM D 5147 ASTM D 6222 ASTMD5147 ASTM D 6222 ASTMD5147 ASTM D 6222 ASTM D 5147 ASTM D 6163 ASTMD5147 ASTM D 6163 ASTMD5147 ASTM D 6298 ASTM D 5147 ASTM D 6163 ASTM D 5147 ASTMD6164 ASTM D 5147 PA 100(A) ASTM D 1929 ASTM D 635 None ASTM D2824, TYPe 1 ASTM D312, Types 1, I1, and W • • • • • • • • • ••• • • • • • • ••• • • • • t . Product • Heavy citi Eo y to ' . isp1ait. • modifiecibitumenmea' ane.mranuls :•; surface. Heavy duty polye.sterjeinforced, asphalt ..� muiifiied brtgmanf • •q, ewe HHeavy duty, polyester refiifdreWd,•c with fire retardant asphalt modified bitumen membrane, granule surface. Heavy duty, polyester reinforced, coated with Fire retardant asphalt modified bite n n me�rane, granule.surfac e. SBS modified asphalt b sat ; • .. . reinforce with a glass fibpf sq. • Non woven fiberglass ms;c 41 • •: • polymer modified aspltand.surfaced . with mineral granules. • • • • • • Non woven fiberglass it dated wfb•. • • fire retardant, polymeerfigteliesci asp�balt • and surfaced with mina'al'gtanules t • • •' Woven fiberglass mateoafwith • Polymer modified asphalt s1icfaced ifitit •. aluminum, copper or 4ta1$els steel fo1'• Non-woven polyester and fiberglass 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. Mineral colloidal bituminous emulsion with reflective aluminum flakes Non- fibered. Aluminum pigmented, asphalt roof coating interply mopping and surfacing asphalt SEBS modified asphalt Fiberglass reinforced shingle underlayment ASTM D 5147 SBS modified asphalt base sheet and interply sheet reinforce with a glass fiber mat file underlayment. NOA No: 034501.02 Expiration Date: 11/06/08 Approval Date :1013 Page 4 of 32 Tile -Mate Modified Cap Tile -Mate Modified Cap Plus TopCoat® Surface Seal SB (Matrix 602 SB Coating) GAF WeatherCote® MB+(Matrix 715 MB Coating) TopCoat MB +(Matrix 715 MB Coating) WeatherCote1M (Matrix 531 WeatherCote® Elastomeric Flashing Grade) Matrix Low VOC Matrix 101 System Pro SBS Adhesive (Ruberoid®MB) Matrix 201 SystemPro SBS Flashing (Ruberoid ®MB) Matrix 102 Select SBS Adhesive (Ruberoid ®MB) Matrix 202 Select SBS Flashing Matrix 203 Standard Plastic Cement Matrix 213 Gun Grade Plastic Cement Matrix 103 Cold Adhesive Matrix 303 Select Fibered Aluminum Matrix 304 Select Non - Fibered RUBEROID® Modified Bitumen Adhesive Test Dimensions &NO *a jon 1 sq. roll ASTM D 5147 103 lbs. 1 sq. roll ASTM D 5147 102 lbs. 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons ASTM 1)3019 ASTM D3019 ASTM 1)3019 ASTM D4586 ASTM D4586 ASTM 134586 ASTM D3019 ASTMD 2824 ASTM 132824, Type I ASTM D 3019 Type M • • ... • •' Oil • • • •• ' • • • •' • • • • • • ... • • • • • • • • • .i. • • • • i • •• • Product IMP Non -wc vep Ro fester feat ratted •, • polymer modified aspfialt an¢ swrd &i: with mineral granules tile underlayment.• Non wovga polyesterpat.coated with polymer mtililagaiPltalthd . with minend g ales tildfpdfir1ay - Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs.. • °°°°° Surface coating for s of i surfaced , • mineral surfaced roofs....: , Surface coating for smolt cnrface4 and. mineral surfaced roofs • • • : ' .. • Cold Applied ModifieW34.8$ Asphalt Adhesive . Cold Applied Modifiedi SE$S AsphSlt• • • Adhesive -- Flashing Grade. • • • •. ; .. Cold Applied Modified SEBS Asphalt Adhesive. Cold Applied Modified SEBS Asphalt Adhesive -- Flashing Grade. Standard Plastic Asphalt Roofing Cement Standard Plastic Asphalt Roofing Cement rim* Grade. Cold Applied Asphalt Adhesive. Fibered aluminum coating. Non fibered. Aluminum pigmented, asphalt roof coating. Fiber reinforced, rubberized Adhesive NOA No: 03-0501.02 Expiration Dates 11/06/08 Approval Date :10/23/03 Page 5 of 32 APPROVED INSULATIONS: Product Name GAFTEMP Isotherm R, RA, RN & Composite, EnergyGuard RA GAFTEMP® Composite A & N (BMCA)GAFTEMP® Fiberboard GAFTEMP® Permaiite GAFTEMP GAFCANTni GAFTEMP Permalite Recover Board GAFTEMP GAFEDGErm Tapered Edge Strip (BMCA) GAFTEMMP® High Density Fiberboard BMCA EnergyGuard, RA BMCA Composite EnergyGuard, RA PYROX White Line ACFoam 1, II & Composite ISO 95+ ISO 95+ Composite EPS Wood Fiber Hiigh Density Wood Fiberboard Pelite/Urethane Composite Perlite Insulation Dens Deck ENRG'Y2 & ENRGY 2 PLUS, UltraGard Gold TABLE 2 Product Description • • •. •. • • • • • • • • • ••• • • • .. • • • • • Polyisocyanurate foam insulation • •. •. Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Fiberboard insulation. Perlite insulation board. Cut perlite board Perlite recover board Tapered perlite board High density wood fiberboard insulation. Polyisocynurate foam insulation Polyisocynurate/wood fiberboard composite Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate/perlite ridged insulation Extruded polystyrene insulation Wood fiber insulation board Wood fiber insulation board Perlite / urethane composite board insulation Perlite insulation board Water resistant gypsum board Polyisocyanurate foam insulation ... . • • . • • • •.. • ••• • • ••• • .:. • • • • • ... •. • • • • ••• • • •• •.• • • • • 0 • • . • . •• • • •• • • . • Manufacturer Trip. t ren$JjOA). 'OAF A • ' • 1 • • • • • GAF Materials t. oti3. GAP Materials Corp. . GAF GAF Materials Materials ��l s CorCorpgi. • GAF • COi�a ... • GAF trials Corp] • •. .... •.•• GAF •••••lt1s . • • . • BMA • • • BMCA • • • • 000 •.• • Apache Products Co. Apache Products Co. Atlas Energy Products Firestone Building Products, Inc. Firestone Building Products, Inc. Generic Generic Generic Generic generic G P Gypsum Corp. Johns Manville NOA No: 03- 050142 Espiradon Date: 11/06/08 Approval Date :10/23/03 Page 6 of 32 APPROVED INSULATIONS: Product Nome FiberGlass Roof Insulation ISORoc Structodek Multi -Max & FA Paroc Base Board Paroc Cap Board APPROVED FASTENERS: Fastener Number 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. Product Name TABLE 2 • Product Description Glass fiberlMineral fiber insulation Polyisocyanurate foam / rockwool composite insulation Wood fiber insulation board Polyisocyanurate roof insulation Rockwool insulation TABLE 3 Product Description GAFI ITE® (Drill Tec ®) Insulation fastener for • #12 Standard & #14 Heavy steel, wood & concrete Duty Roofing Fastener decks. GAFTITE® (Drill -Teat) Pre assembled GAFTITE ASAP Fasteners and metal and plastic plates. GAFITITE® (Drill Tea) Base sheet fastening Base Sheet Fastener and assembly. Plate Galvalunae Plates (Drill- Tec® Metal) Polypropylene Plates (Drill -Tea Plastic) Dekfast Fasteners #12, #14 & #15 Dekfast Hex Plate Dekfast Lock Plate #12 Roofgrip Fasteners Metal Plate Gearlok Plastic Plate 12. Glasfast Fastener • • ••• • • •• • • • • •• • •• '• • • • • • • • • • • • • ••• • • • • • • • ••• ••• • • ••• • • Nlanufafturer • • • (With Current N( A) • . • • dghns•Manville . • • •• • • • • ••• ••0 Dimemdons Round gaivalume stress 3" and 3 W plates. Round polypropylene 3" and 3W stress plates. Insulation fastener for wood, steel and concrete decks Gaivalume hex stress plate. 2 7/8" x 3ya" Polypropylene locking 3" x 31/a" plate. Insulation fastener for wood and steel. Galvalume stress plate. 3" round 3" square Polypropylene round plate 3.2" Insulation fastener assembly with recessed plastic plate Masonite. RMax, Inc. Park, Inc. • • • • • •• • • • •.•••• • • 000000 (With,C;Atrent NOAt • GAFVe erials Cone •' • ••.•.. •• • • • • • •• •• • •• 000.0• • GAS Materials C2: • • • • • • • • • •.•• •• • ••• • GAF Materials GAF Materials Corp. GAF Materials Corp. Construction Fasteners Inc Construction Fasteners Inc. Construction Fasteners Inc. ITW Buildex Corp. ITW Buildex Corp. ITW Buildex Corp. Johns Manville NOA No: 03.0501.02 Expiration Date: 11/061O$ Approval Date:10/233 /03 Page 7 of 32 0••000 • • • •••00. • • • • ••.0• • • •0••• •0.•.• • • • 00••0• •.••.• • • APPROVED FASTENERS: Fastener Product Number Name 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. Olympic Fastener #12 & #14 Olympic Fastener ASAP Olympic Polypropylene Olympic G-2 Olympic Standard Insul-Fixx Fastener Insul --Fixx 5 Plate Insul -Fixx P Plate Tru-Fast Tru-Fast Plates Tru-Fast Plates EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Factory Mutual Research Corp. Trinity kngineering PRI Asphalt Technologies, Inc. TRT of S. F1. IRT of S. FL TABLE 3 Product Description Insulation fastener Pre - assembled Insulation fastener and plate Polypropylene plastic plate 3.5" round galvalume AZ55 steel plate 3" round galvalume AZ50 steel plate Insulation fastener for steel and wood decks 3" round galvalume AZ50 steel plate 3" round polyethylene stress plate Insulation fastener for steel and wood decks 3" round galvalunie AZ55 steel plate Polyethylene plastic plate Test Identifier Current Insulation Attachment Requirements FMRC 4470 - PA 114 Wind Uplift PA 114 GAF - 020 -02-01 02-005 02 -014 • • .0. 00 •• • • ••: APPROVED ASSEMBLMS Membrane Type: Deck Type II: Deck Description: System Type A (1): SBS Wood, Insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened, all layers of7�laroa Ailing path • approved asphalt. •.' ::'. : • All General and System ••• • • • ystem Limitations shall apply. One or more layers of any of the following insulations. Insulation Layer Insulation Fasteners Fastener (Table 3) Densiity/ft2 ACFoam I, ENRGY 2, GAFTEMP® Isotherm R, ENRGY 2 Plus, GAFTEMP Isotherm RA, GAFTEMP Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP • • EnergyGuard RA Composite, EnergyGuard RA Composite N, ISORoc, BMCA EnergyGuard, BMCA EnergyGuard Composite, ETier and L46' ' • • 0000•• 1VMinimum 1" thick N/A • •••� •• 1VIA' ••••11. • Wood Fiber, GAFTEMP®Fiberboard, BCMA High Deity Wood Fiber, GAFT1`High. • • • •. • ••. ••••. • •'• •• •• ••. • • • •• • • • • • • • • • • • • • ••. • • • • • ••• • • •.• • •• • • • • • •• • • • • • ••• • • • • • • • • • • • • • •.•. • . • • Density Wood Fiber, GAFTEMP Recover Board Minimum 1" thick Paroc, Perlite, GAFTEMP® Permalite Minimum 3/4" thick Fiberglas Minimum' 46" thick N/A N/A N/A •••• 1111•..• NIA' • • • • •• •• • •• • • . • • • N14•••• • • 1100 •••• • •• . 0011 . • N/A • • 1111 Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt within the EVT range and at a rate of 20- 401bs/100 fe. Please refer to Room 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 polylsucyanurate side fad down. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator Perforated laid dry or a layer of GAI?TEMP® PK tMALITE or wood fiber overlay board on all isocyanurate applications. Anchor sheet: GAFGLAS #80 Ultima= Base Sheet, STRATAVENT® Riilninator Perforated Nailable Base Sheet, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat WeldTh Smooth or RUBEROID SBS Heat-Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4®, GAFGLAS Flex P1yro 6, GAFGLAS #75 Base Sheet or any Options: 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 limitalion #7) GAFGLAS® Ply 4®, GAFGLAS Flex Flynt 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill -Tec (GAl -1Ti' i) #12 or #14 Screws and 3" Plates, 12" o.c. in 3 rows. One mw 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 Liaitation #7) NOA No: 034501.02 Expiration Date: 11/06/08 Approval Date:10/23/03 Page9of32 •••0.11 • • • ••1111•. • • • • • • 0 0••011 ••000• • • • ••••11• • . 00.0•. • • • • ••. ••••• • • • • • • • • ••• ••• • • • • • • • • • • • • •. • ••••••• GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Suet or any of above Anchor sheets attached to deck with approved annular rings a $ails g 1 tip caps ate • fastener spacing of 9" o.c. at the 4" lap staggered in two 'fowl 9,44. in field. (Maximum Design Pressure 52.5 psf, See General Liedtati'on,7) • • • • . GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with • Drill-Tec (GAFTITE) #12 or #14 Screws and 3" PIS 1:2 ".o.c. in lows. One row is in the 2" side lap. The other rows are equally Vagecia • . r xitey in the field of the sheet. •. • • * '• ; • (Maximum Design Pressure - 60psf, See General Lien on #7) ' •• • • • • Any of above Anchor sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFITTE) 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 Linlitetion #7) GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with • Drill Tec (GAPTTTE) #12 or #14 Screws and 3" Plates, 8" o.c. it 4 vv. Oat row is in the 2" side lap. The other rows are equally spaced apprc1 Imately 9'.:. in the field of the sheet. • • (Maximum Design Pressure 75 psf, See General Limitation • • • • • Base Sheet: (Optional) Install one ply of GAFGLAS® #75, GAFGLAS #80 Vj;+IA'' Bye.. • Sheet, GAFGLAS® PLY 4®, GAFGLAS Flex Ply/hi 6, GAFGI.A.S• • • • • • STRATAVENTe Eliminator Perforated (laid dry), RUBEROIDModilied Bak •..' Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBERO EtBS Heat • We1dTm Smooth or RUBEROID SBS Heat-Weld 25 directly over the tap 1aye of• • . insulation. Adhere with any approved mopping asphalt applied tiithitthe Vi • • • range and at a rate of 20-40 lbsisq (see General Limitation #4). •• • "' . Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4®, GAFGLAS Flex Ply 6 sheet, • • GAFGLAS #80, RUBEROID MOP Smooth, RUBEROID® 20 adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. Membrane: One or more plies of RUBEROID® 20, RUBEROID 30, RUBEROID 30 FR RUBEROID MOP Smooth, Ruberoid® Mop 170 FR. Ruberoid® Mop Granule, RUBEROID MOP PLUS, RUBEROID MOP FR, RUBEROID ULTRACLAD ®, or RUBEROID Dual FR fully adhered in an approved asphalt at an application rate of 25 lb./sq. ± 15%. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following. 1. Gravel or slag applied at 400 lb./sq. and 300 lb./sq. respectively in a flood coat of approved asphalt at 60 lb./sq. 2. GAFGLAS Mineral Surfaced Cap Sheet in an approved asphalt at an application rate of 25 lb./sq. + 15%. 3. GAF Weathercote® MB +(Matrix 715 MB Coating), Applied at 1 to 13 galdsq. 4. Top Coat® Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 13 gal./sq. Maximum Design Pressure: See Fastening above. NOA No: 03. 0501.02 Expiration Date: 11 Approval Date:10/23/03 Page 10of32 •. •• ••• • • • • • • • • •• •• .• • • • ••. • • • • • • • • ••• • • • • • • Membrane Type: APP /SBS Heat Weld • • • •• • Deck 11: Wood, • • .1 •• • • ' Type ood, Insulated ... • • • • Deck Description: 19/32° or greater plywood or wood plank • • • • • • • :. • • • • • • s • System Type A (1): Anchor sheet mechanically fastened, all layers of insulation adhered with •. • approved asphalt .. All General and System. Limitations shall apply. '� :. • •� • One or layers of any of the following insulations. • • • • • • • • • • • Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ft2 ACFoam I, ENRGY 2, GAFTEMP® Isotherm R, ENRGY 2 Plus, GAFTEMP Isotherm RA, GAS Isotherm RN, GAFTEMP Composite, GAFTEMP Composite A, GAFTEMP Composite N, ISORoe, GAETEMP% Tapered, BMCA EnergyGuard, BMCA EnergyGuard . • Composite, EnergyGuard RA, EnergyGuard RA Composite • Minimum l" thick N/A '.. • •: N/41 . • .• Wood Fiber, GAFTEMP® Fiberboard, High Density Wood Fiber, GAFTEMP® l)ensity • Wood Fiber, GAFTEMP RecoverBoard •••• • Minimum 1" thick N/A •••••• N/A.... • Parse, Perlite, GAFTENIPO Permslite Minimum %" thick N/A Fiberglas Minimum'46" thick N/A • •• • •• •• N/A •• • . • • • • • • •••• • • ••• N /A•••• e • •• • ••• • • • Note: All insulation shall be adhered to the anchor sheet in full mopping of approved hot asphalt • within the EVT range and at a rate of 20-40 lbs/100 ft2. Please refer to Roofing Application Standard RAS 117 for insulation attachment. Insulation listed as base layer only shall be used only as base layers with a second layer of approved top layer insulation installed as the final membrane ate. Composite insulation panels may be used as a top layer placed with the polyisocyanarate side fining down. GAF requires either a ply of GAFGLAS STRATAVENT® Eliminator perforated laid dry or a layer of GAFTEMP® PERMALTTE or wood fiber overlay board on all lsocyanurate applications. Anchor sheet: GAFGLAS #80 Uhlman Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUBEROID SBS Heat We1dTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening GAFGLAS® Ply 4®, GAFGLAS Flex Flynt 6, GAFGLAS #75 Base Sheet or any Options: 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) GAFGLAS® Ply 4 ®, GAFGLAS Flex Flynt 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill Tee (GAME) #12 or #14 Screws and 3" 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) NOA No: 03- 0501.02 Expiration Date: 11/(W00 Approval Datte:10/23/03 Page 11 of 32 • • • • • • • • • • • •.• • • • • •.. •• .• • . • • •.• • • • • •. • •• • .•• GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with approved annular ring sbaik nails old tDn caps at.a fastener spacing of 9" o.c. at the 4" lap staggered 1n4 ig t o rosJs 979p. +n. '. • field (Maximum Design Pressure -52.5 psf, Sec mondial Lim kzlion`#7) •.' GAFGLAS #75 Base Sheet or any of above Anchor sheets attached to deck with Drill-Tec (GAFI`iTE) #12 or #14 Screws and 3" Plates, l•2 ".o.c. in g}ows� One . row is in the 2" side lap. The other rows are equally %pa a t y 9 "•a �. in the field of the sheet. • •' ; ; •. • :: • • • ••• • • • •'• • • •• •: • • 0 ••• • • • • • ••• • • • • • ••• • • • • ••• 4. Top Coati Surface Seal SB(Matrix 602 SB Coating), Applied at 1 to 1.5 galfsq• • • .; • • Maximum Design Pressure: See Fastening Above • • • •; : •' • . • .•• 0 • • • • •• • •• •• • 0 • • • • •• :'. :•• •• ' •• • • • • . ••• 0.• • • • • • • •• • • • •..• • • •00• • • • • • • • 0000 • • • • •00• • • •0 • • • • • • •. •• • •0 • • • • • • • • .•.. • • • • 0000 • • • • • •• • •00 • • • • 0 NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date :10/23103 Page 13 of 32 Membrane Type; Deck Type 11: Deck Description: System Type B: SBS Wood, Insulated 19 /32' or greater plywood or wood plank :• •• ••• • • • • 4 • • • ••• • • • • •' • • • • • • ••• • • • • • •• • • • • • • • Optional base sheet laid dry; base layer of insulation • optional top layer adhered with approved asphalt. .. All General and System Limitations shall apply. One or more layers of any of the following insulations. Base Insulation Layer ACFoam I, EnergyGuard RA Minimum 1 3" thick ENRGY 2, GAFTEMP Isotherm RN Minimum 1.4" thick GAFTEMP® Isotherm R, BMCA EnergyGuard Minimum 1.3" thick ••• • •• • • • 0 • • •• , • .• • ••• • • • . • • • ••• •.. • f • •• • •. • • • • • • . Insulation Fasteners Fastener (Table 3) Density/ftz 1,2,6,9,13or14 • • 1:3fe•••■■• • • • •• • • • 1, 2, 6, 9, 13, 14 or 21 • 1:3 f • •••• •••• • • • 1, 2, 6, 9, 13, 14 or 21" " i:3ft� •• • • • • • • •• •• • •• ENRGY 2 Pius, GAFTEMP Composite N, BMCA CompositeEnergyGuard Minimum 1.5" thick Perlite, GAFTEMP® PRIMAL= Minimum 3/a" thick Fiberglas Mmimum IS'16 thick 6, 9,18or21 • • • 1;3ft2 • • • •••• • • • • • •••• • • • • 1,6,9,13or21 •• • 1:2ft2D•0 • 1, 2, 6, 9, 12, 13, 14, 18 or 1:2.67 ftz 21 Wood Fiber, GAFTEMP® Fiberboard, GAFTEMP High Density Fiberboard Minimum 1" thick 1, 2, 6, 13, 14 or 21 1:2 ft2 Note: Base layers of insulation shall be mechanically attached using the fastener density listed. The insulation panels listed are minimum sizes and dimensions; if larger panels are used, the number of fasteners shall be increased maintaining the same fastener density. Insulation fasteners shall be tested for withdrawal resistance in compliance with Protocol TAS 105 to confirm compliance with the wind load requirements. Please refer to Roofing Application Standard RAS 117 for insulation attachment. GAF requires either a ply of GAFGLAS STRATAVENT® Elkninator perforated laid dry or a layer of GAFTEMP® PERMALITE or wood fiber overlay board on all isocyanurate applications. Top Insulation Layer Insulation Fasteners Fastener (Table 3) Density/ftz Any of the insulation listed for Base Layer, above. High Density Wood Fiber, GAFTEMP® High Density Wood Fiber, GAFTEMP Recoverfoard Minimum 1/2" thick N/A N/A Paroc Minimum 3!" thick NIA N/A •• NOA No: 03- 0501.02 Expiration Date: 11/06/08 Approval Date :10/23/03 Page 14of32 Membrane Type: APP /SBS Heat Weld Deck Type 1I: Wood, Insulated Deck Description: 19/32" or greater plywood or wood plank System Type B: Optional base sheet laid dry; base layer of in sulation•Zclpical?g fitstgngI • • • • optional top layer adhered with approved asphalt • • : ; ; : : • • • • All General and System Limitations shall apply. • • ••• • • • • •• •• • • • ••• • • •'•'• '• . • • •S• • • • • •• ••• • • • . • • ••• • •• • • • • • • • ••• • •.• • • • • • • ••• • • : 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. t: GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforsed. • Nailable, RUBEROID Modified Base Sheet, RUBEROID® 20, RUDER= VHS Heat- We1dTM Smooth or RUBEROID SBS Heat Weld 25 base•thegt mechanically fastened to deck as described below; ° • D D • • • • • • ° ••• • ; • • • .•, ••• •• • • •• • • • • • ®• b • • 0 • 0 D Fastening GAFGLAS® Ply 40, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Ba*e Sheet cir• WAy 0 @ 0.0 0 Opfions: of above Base i� sheets attached to deck with approved annular ring ��sha�nk nil's aad • 00000 tun caps at a fastener spacing of 9" o.c. at the lap staggered a�in:tiv l rows ®e® • e 00000 ° o.c. in the field. • • B • • • • 000000 (Maximum Design Pressure -45 pf, See General Iiinitation '7 • o ° GAFGLAS® Ply 4®, GAFGLAS Flex P1yTM 6, GAFGLAS #75 Base Sheet dally of above Base sheets attached to deck with Drill Tec (� AFI . E)• #f2 or #14• • • • • Screws and 3" Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The otle • 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 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 cing 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 Lan #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAFTITE) #12 or #14 Screws and 3" 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 Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -Tec (GAFTTTE) 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 Base sheets attached to deck with Drill -Tec (GAFTTTE) #12 or #14 Screws and 3" 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 psj See General n Ply Sheet: (Optional) One or more plies GAFGLAS PLY 4 ®, GAFGLAS Flex Ply 6, GAFGLAS #80, RUBEROID MOP Smooth or RUBEROTD 20 sheet adhered in a full mopping of approved asphalt applied within the BVT range and at a rate of 20- 40 lbs./sq. 1 NOA No: 1.42 Expirodon Date: 1 A oval •1 Page 26 of 32 •• 000000 • • 00 0000 • • : • es . •. • • ••• e • • ii Membrane Type: Deck Type 1: Deck Description: System Type lE (1): • ••• • • ••': • • • • • :• 1l •:• • • ••.• 1 • • ••• • • • • • : •• APP /SBS Heat Weld Wood, Non-insulated • . • • •• • • • ••• ••• ••• • • • • ..• . .• • • • • • 19/32" or greater plywood or wood plank decks Base sheet mechanically fastened. All General and System Limitations shall apply. Base sheet: Fastening Options: Ply Sheet • • • • ••• • • • • .•••• • 0 • • ••• • • • '• • • • •• ••• 00 • O• • • s • • ••i • •• • • • ••' : • '•' : : ••• •,• • GAFGLAS #80 UltimaTM Base Sheet, STRATAVENT® Eliminator Perforated Nailable, RUDEROID Modified Base Sheet, RUBEROID MOB Smooth, . RUBEROID® 20, RUBEROID SBS Heat- WeldTM Smooth or I2IsTB1ROID SBS • Heat-Weld 25 base sheet mechanically fastened to deck as descttl blelow; • GAFGLAS® Ply 40, GAFGLAS Flex P1yTM 6, GAFGLAS #75 +Base Sheet or any of above Base sheets attached to deck with approved annular ringshank nails and• • tin caps at a fastener spacing of 9" o.c. at the lap staggered and1ne/Mows v2"• • • o.c. in the field. •• •• • •• (Math aum Design Pressure -45 psf, See General Limitation 7,4:': GAFGLAS® Ply 4®, GAFGLAS Flex PIyTl 6, GAFGLAS #15 Base Sheet • • any of above Base sheets attached to deck with Drill Tec (GAt.;t t 'J #12 ga14 • Screws and 3" Plates, l2" 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 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 #75 Base Sheet or any of above Base sheets attached to deck with Drill-Tec (GAFTTTE) #12 or #14 Screws and 3" 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 psi, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill-Tec (GAFTZTE) 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 Base sheets attached to deck with Drill-Tec (GAFI'ITE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" oc. in the field of the sheet. (Maximum Design Pressure -75 psf, See General Limitation #7) (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID® 20, RUBEROID SBS Heat We1dnd Smooth or RUBEROID SBS Heat Weld) One or more plies GAFGLAS PLY 40, GAFGLAS® PLY 6® Ply or GAFGLAS Flex Ply 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbssq. or Ruberoid Torch Smooth torch applied according to manufacturer's application instructions. • NOA No: 03-0501.02 Expiration Date: 11/06/08 Approval Date:10123/03 Page28of32 Membrane: : Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: 19/32" or greater plywoal or wood plank • .• .• •j• • • • ••. • •• • • • •• ••••. • • • • • • • • • • • • ••• • . •• • .. • . • • , •• • •• • • •; • • •. •• • • • •.. • • • . • • • • • . •• •s• System Type E-2: RUBEROID® Tile Underlayment, Base Sheet r tairoall*f $tom. •. .• • • •.• . . .•• ..• All General and System Limitations shall apply. Anchor sheet: GAFGLAS® #80 UltamaTM Base Sheet, RUBEROID® 20 base sheet or Tile -Mate Modified Base Sheet applied with a minimum. 2" side lap and a minimum 6".e&1 • • lap. Base sheet may be applied at a right angle (90°) to the slopeesc the deck •with• approved annular ring shank nails and tin caps at a fastener spediarbf 6" o.e. at the 2" side lap, and two 12" o.c. staggered rows along the center of DV fit. • Ply Sheet: (Optional) One, or more plies GAFGLAS PLY 4® Ply, GAFGL•AS' FlexPlyT @ • sheet, GAFGLAS #80 Uhlman% RUBEROID MOP Smooth of Prin01130.20 . adhered in a full mopping of approved asphalt applied within th; LET rouge anrat a rate of 20-40 lbsisq. Membrane: Maximum Design Pressure: • Maximum Slope: • • • • • •0•• One ply RUBEROID® MOP, RUBEROID® MOP PLUS, RU1IJi6DO SBS; • • • Heat We1dni Granule, RUBEROID® SBS Heat We1dT t PLUS, Tile -Mate •.; Modified Cap or Tile -Mate Modified Cap Plus, membrane may be applied at a right angle (90°) to the slope of the deck* adhered in a full mopping of Type 1V asphalt applied within the EVT range and at a rate of 20-40 lbsisq. Membrane shall be backnailed to deck with approved annular ring shank nails and fm caps in accordance to applicable Building Code. No nails or tin caps shall be exposed * Membrane may also be installed parallel to the slope of the roof (i.e. strapping). If membrane is strapped, then anchor sheet and ply sheet must also be strapped. Refer to tile manufacturer's NOA. Must Comply with Rooimg,Application Standard RAS 118, RAS 119, RAS 120 and applicable Building Code. NOA No: 034501.02 Expiratlun Dada: 11/06/08 Approval Date:10/23103 Page 30 of 32 i• •• i WOOD DECK SYSTEM LIMITATIONS: :•, •• ••' ,•• •• • ••• • • • • ••• • • ••• • • • • ••. • • • • • • • • ••• • ••• • 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used urs �m badicary • •1•as d e o:. anchor sheet. • • .. • • • : • 2. Minimum V.1" Dens Deck or V2 Type X gypsum board is acceptable to be installed directly osier tlib wood deck. ... , •• !.: ••• :'. s•• •• GENERAL LLMITATioNS: „• • . • • • ; •• • •, • ••••• • 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 incom$liance : • Product Control Approval guidelines. All other layers shall be adhered in a full &ppping of • approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq., or naaebanicall • attached using the fastening pattern of the top layer • 3. All standard panel sizes are acceptable for mechanical attachment. When iippliori in agreed asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applic atibfil' r clod, celj foam insulations when the base sheet is fully mopped. If no recovery board i ds&the bate Wet shall be applied using spot mopping with approved asphalt, 12” diameter circ es, L*! o.c.; cu ship mopped 8" ribbons in three rows, one at each sidelap and one down the center of the she et altom a continuous area of. ventilation. Encircling of the strips is not acceptable. If Oreak bp placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system stlail be at a minimum rate of 12 lbssq. 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 lbL, 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 nmmbrane 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 miquired, 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. (When this limitation is spedficaly referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter milers, 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 specfically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance nce audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. END OF THIS ACCEPTANCE .••• •••• NOA No: 03.050L02 Expiration Date: 17106/08 Approval Date:10/23/03 Page 32 of 32 c-a Miami Shores Village Building Department 50 N:E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 696-88E. Job Name /24e4214-r. Date S7a0 $ BUILDING CRITIQUE SHEET U,6 c 1-t.(, s ,2. A L.,U 1 -e rt, -i Ce 7404 . (IL 6)2.. -- 2 t t . OB. 11. ---� - 3. ti L:.7 k ich 61U-12. CS GO r2- 11-e.c5r. _. Wtac •- e. � s�-gfe 4-s �a 3 �8 Reviewer: Claudio Grande C.B.O 305- 795 -2204 Ex t 1430