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RF-10-1500RE ROOF FLAT TO FLAT AND TILE TO TILE COLOR THRU TILE PassedAf 9: Inspector Comments ec, � Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until M nspection Number: INSP - 150272 Permit Number: RF -8 -10 -1500 Inspection Date: September 17, 2010 Inspector: Bruhn, Norman Owner: O'CONNOR, INES Job Address: 1520 NE 103 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ISAACS ROOFING & INSULATION CORP Building Department Comments September 23, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile /Flat Phone Number Parcel Number 1132050310100 Phone: (305)234 -5234 Page 1 of 1 Job Address: Contractor: Type of Tile: Type of Access: App. Sq.Ft: Respectfully Submitted By: FLORIDA INTERNATIONAL ENGINEERING & TESTING 1 AB INSIGHT•INNOVAT(ON*INTEGRATION Vinayagar M ; .� in V, Fl. State of Florida Lic # 63107 FLORIDA INTERNATIONAL ENGINEERING AND TESTING LAB LLC 16701 SW 117 Avenue, Miami, Florida 33177 Telephone: (305) 378 -1991- Fax: (305) 378 -1997 Miami Dade Lab Certification # 07 -0612.11- State of Florida CA # 27273 SITE SPECIFIC INFORMATION N2 1995 /j ZPA420 3 57 ,, 4,Ati/ 6s, Owner's Nam : 4'v t t oa/ia ' Pe rm it # �S ®� Install Date • 7/4 -for / / /Approx. He 72- Floor: �- Scaffolds: ,, Ladder: - Slope: ..41.1_/- Test date • ?-Z Req. Force: 35 lbs. Testing Equipment: F.G.E. 100X.Shimno Instrument TEST RESULTS P = PASS, F = FAIL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 26 27 28 29 30 31 32 33 34 35 . 36 37 38 39 40 U. lfl Full Test 1 or F) 41 42 43 44 45 46 47. 48 49 50 51 52 53 54 55 56 57 58 59 60 up llua Test Cl' c - 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 i 81 82 83 84 85 86 87 88 89 90 91„ 92 93 94 95 96 97 98 99 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THLS ROOF ASSEMBLEY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. Job Address: !9ZP A/C /d i 5 /-P4Ad o � � '-• Contractor: AGS N o Fea./4 Other: it/7—$ Sketch of Roof ■1111■ ■■11■■■ ■1111■ ■11ii11i■■tiii ■1111■ ■1111■M■ ■1111■ ■■ ■ ■■■■ ■■■■i ■i■11 ■111111■■■■i■i■■ ■1111 ■■ ■iii■■ ■■■11■■ 1111111111 ■■■ ■■■1111 ■1111■■ ■11■ ■ ■ ■ ■ ■11■i ■i ■11■■ 11111111■ ■ ■ ■i ■i ■ ■iiiii11i11i■i11■11■ ■■1111 ■111111■■■■ ■ ■ ■i11■ ■ ■i ■ ■ ■■ ■1111 ■i■ ■111111 ■iiiiiii■■1111 ■1111■■ ■ ■■11 ■■ ■■■■■11M■11■ ■1111 ■11■ ■11 ■ ■ii11i ■1111 ■1111 ■i■ ■ ■■11111511111 "moral m,•111111■ ■iii ■i ;LCM2 SdIC11 11■ ■11■■ ■111111111=]■ ■11, r V111i11 ■ ■ ■ ■11■11i11111EMI II11IMi■ 1111 ■ ■ ■1' Milli►_-' �r11i' r !ail'fiiiiiii ■ ■ ■1111!"L?iif'r�r 1111 ■ ■11 ■■11 ■ ■111ii ►ii/ MA111111i ■i ■11 ■ ■11i111Zi51i11rl 1111 ■ ■ ■ ■ ■1, 111111■■■ i! % ■r ■1111■ ■11■ ■1111■11 ■111 ■ ► 2t ■111111■ ■■■■etim 11■■(E 'ii"'1 ■ ■1 11 ■i11iiiii ■iliiirarza no ■11■11■■ 11111111 ]11►011W11■111111 ■ ■■■ii■ii11!!` %11 ■E' :1111 ■ ■■ ■•11111 ■11•• i •!.. I ■iiiiii11■11■ ■I i'-11s11Mf11 ■■ ■ ■ ■111111111uir %\IMI► wliiiiii ■i11i ■i r► `V• L a11■ ■■ i11i1'. 1I0' i[111114h ■ ■IMiiiiisme -nu ,■ ■■■•15111111 WZCARKINIII ■.ti11!!!INII11 ■ ■■iiilrn 1■ ■11■■ ■ ■ ■ii11 ■11Q■\fi■1111ii ■M /1>!i■i1111ii11E5iU a111111i■ ■■ ■1111111111,011011 ■ ■11 ■ ■iiiMil ■■1!■ ■ ■i CMNI1 ■1111■■ 1111■11■L1 ■11r111t■■ WILE- ....'wrZEINt1111i11■1111 ■11■■ ■ ■ ■ ■11■■ ■1 ■ ■ ■1 yi/11i ■i ■WIt ■ /[` ■_lIMMU EMIRU ■ ■ ■ ■1LA1I ■I ■ ■ ■1l S / ■iiiP!i11i ■■11 ■L f10■t 111i1cT 11 '1■ 1111111111111111•111111511P111•YAlliiiii111111M111,9111111711111111411111 ■■11ii11ie1 ■ ■Sidi■ ■ ■ ■RAMIIIsi11 a11i1111111e7►.11i■■ ■■■11 ■1111111 ■ ■ ■iF J ■■11 ■111111 ■i ■■■ ■1111111 1111611ii4 ■■ ■1111 ■■11■1111 ■11 11■\11EMIN11r11 ■' 11111111 ■LEA ■MPM1111■■ ■11111111111 ■IIMINA11! , ILOAN11►' 11r1iEN1111311i■11g%■11i■ ■■■ 11fl i11f ■[% ■ / /iill! ■ ■1Jiiii�illiiCJ 7iiii11■ ■■ ■■ ■■■1a1110!■■IIIAt■■,■■ii11•P 7■ ■1111 iIMAII■■ ■11 ■ ■■ ■■i■11��r� iii ■� ■ ■ii�i �� ■11rc- c:711ri11■■ ■11■■■ ■ ■11r�1�:. ° %�■■ f ■1111 ■11�i■ ■iiri1111■!��i■11��■ ■ ■ ■11■ ■ ■ ■ii11`1 ■ ■irii ■111111 ■11PIi■■If :Atli ii1111rr■ ■ 11111111 ■ ■■■1111■ ■■ n1 ' iii ■ ■` UENVI ► ( 1111ii' 7■ ■ ■11111111 ■■1111■■ ■ ■11Li11ii ■iii sa c •1111 minn► 14 11 ■ ■ ■ ■ ■ ■ ■i11l11111i ■ ■ii■ 1111 ■11i�fii_i_11_11�_11_11__�i_ ■ ■_11_x_11 Notes RE: Permit # 0 ISOO DATE: INSPECTION AFFIDAVIT cc), SJ 'ZZ- licensed as a (n) Contractor / Engineer / Architect, License #: cc-- 6 - - / 525 5 On or about - 1 - , I did personally inspect the roof deck nailing and (Date & time) Secondary water barrier work at n)g /0 3 (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) Signature State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Swom to and subscribed before me this (24 Notary Public, Sate of Florida at Large *General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection. Incluti'p iotographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection Revised on 5/21/2009 (Print name and circle License Type) IYI iami Shores Viiiage Building Department FS 468 Building Inspector 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 , ,,,, , , , „ . t 1. 0,3 .00 ' I:,' 1115C).‘ I. 0 q 4( 2 - 3;/0,,:) 62..c. 061 o3 Cr. Tr 1g Co t t L., 0 ti i 0 re--6S/ P7344-6 M6 e r ilq 72-o0r "r sTA-Immin..11 'Pvip-D /14- "ff ce,14 "et;I-1 " r gi t 01-7 Tioto‘ 51 ?15 ri---21441-1/4/ M Sr GIC P "rp f G 6okt ("trc 17.--eatmkAb .) r fL. t.A. 3 Y atf ci CC, AUG 3 i 2010 44*kr &a iJ -2 13 25 CP • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • e • • • • • • • • • • • • • • • • • • • • • • • • • • • • 0 • • • • • • 0 • • • • • • • • • • • • • • • • • • • e30./0 ti z \e/).4,0 • Miami Shores Village Building Department BUILDING PERMIT APPLICATION FBC 2004 City Ata kiiil S1040 State 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 0 Permit No. RT 4 `OO Master Permit No. Permit Type (circle): Building Roofmg Owner's Name (Fee Simple Titleholder) lA)t (U Cz--" Phone # !P 751 — J-+7 b v Owner's Address 1520 0.6 to 5 2A . , • Zip 3 313( AUC 2 0 2010 BY: Tenant/Lessee Name Phone # Job Address (where the work is being done) / 520 _ 1J ' (0 City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name Contractor's Address c> City 3 t A✓vv I State Qualifier Name 4t43 2 State Certificate or Registration No. 0...x.-4-15z;555 C Architect/Engineer's Name (if applicable) Value of Work For this Permit $ 2 5 cb®', Type of Work: Describe Work: Notary $ Scanning $ Bond $ Structural Review. $ Total Fee Now Due $ Phone # 30 S ° Z C L' Sc • Zip 33 r5'3 Phone # 1 r 211- 1 Certificate of Competency No. Phone # Square / Linear Footage Of Work: LO® DAddition ['Alteration DNew Zepair/Replace D Demolition a C tamp_ Ch ******** ******* *** * * *** x***** : * **** x***p * * *** x******** ***a:*** ******** **** Submittal Fee $ Permit Fee $ L / CCF $ CO /CC Training/Education Fee $ Technology Fee $ Radon $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature The foreg day of NOT Sign: Print: Owner or Agent ng instrument was acknowledged before me this 1 7 by :. .sue r L_f3eJel © ft— , who is personally known to me or who has pr My Commission Expires: (Revised 07 /10/07) Sol D896213 •,, S Expires: JUNE 03, 2013 amp TIiRU ATLANTIC BONniNGCO'.,INC .,7 -t.ts Co 3.40 APPLICATION APPROVED BY: 699 CT/id d Contractor q� The foregoing instrument was acknowledged before me this day of 5 t ' , 2(140 , by 4 t4•t,r -1 p'Vta—Lc- who is personally known to me or who has produced L." as ideniYFiBti i NOTARY ___P 1J _ ; ...... d° r BONDED TIIR1 ATT,ANTIC BONDINGCO., INC Sign: (° Print: E 4t. & \ My Commission Expires: 47 e ./ * **** *** * * * **•x ** * *** ** * * * ** x **** *** ***** ** Plans Examiner Engineer Zoning .4 1-4 e.6 1‘.44.49k.._ Notary Public, Sate of Florida at Large Revised on 5/21/2009 Miami Shores Viiiage Building Department OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE - BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: i s ® 4 eCtiPOP"' Property Address: /52a AL JO! ce. - Roofing Permit Number: Dear Building Official: I - s B ro p o g-- certify that I am not required to retrofit the roof to wall connections of my building because: ❑ The just valuation for the structure for purpose of ad valorem taxation is less than $300,000.00. Please attach proof of ad valorem taxation. building was constructed in compliance with the provisions of the Florida Building Code (FBC) or with the provisions of 1994 edition of the South Florida Building Code (1994 SFBC) 1;io acuAtieR-- Signature Print Name NOTARY PUBLIC-STATE OF FLORIDA " Isaias Del Sol : Commission #DD896213 State of Florida °•... „,..,•' Expires: JUNE 03, 2013 BONDED THRII ATLANTIC BONDING CO., INC. County of Dade The undersigned, being the first duly sworn, deposes and says that he /she is the owner for the above property mentioned. Sworn to and subscribed before me this �� day of ..» 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 • When the just valuation of the structure for purpose of ad valorem taxation Is equal to or more than $300,000.00, and the building was not constructed with FBC nor a 1994 SFBC. Then you must provide a building application from a General Contractor for the Roof to Wall connection Hurricane Mitigation. STATE OF FLORIDA, coml.? HE ..Jr:. CERTIFY Il: All w ` 1;. deand Offichal3e .! �s l � `� • rr UItor C+4!n.y r(s NOTICE b.: Q GEMENT PERMIT NO. STATE OF FLORIDA COUNTY OF MIAMI -DADE: A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION 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. Thls Notice of Commer.=ement should be recorded at: The Clerk of Courts Mlaml-Dade County Recorder Courthouse East, 22 Nw Flrst Street, lst Floor, Mlami FL 33128 1. Legal description of property and street/addres : i52-0 € . t ()SST. 2. Description of improvement: -C.: Amount of bond $ �. TAX FOLIO NO. Interest in property: Name and address of fee simple titleholder: 6. Lender's name and address: t il �,..o I9 ( LDK - My commission expires: - c ' 3 , 2 = t 3. Owner(s) name and address: ¶ c , r� �_ '( ID'S S' p , l ► f�pr� i ��. �:,,` = 4. Contractor's name and address: 12-' - L.1 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: --� Signature of 0 Print Owner's Name 1 C, (Pt& 1✓/J &I- sworn to and subscribed before me this I Z- day of Notary Public c- Print Notary's Name � ' `1 !.� r x 1 111111111111111111111111111111111111111111111 Prepared by x-11 IN 2010R056055.E 1l OR BI; 27392 P9 10081 (113s RECORDED 03/18/2010 15:12:29 HARVEY RUV114, CLERK OF COURT MIAMI -DACDE COUNTY► FLORIDA LAST PAGE 7. Persons with the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) , 20 NOTARY PUBLIC -STATE OF FLORIDA _ ." "" Isaias Del Sol T j • - ` Comm # D1}896213 \.,,,...••• Expires: JUNE 03, 2013 I (i��pimu ATLANTIC BONDING CO., INC. t .-- I L 3 _a CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self- performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) Fa PROPERTY OWNER: v Ut a © CON tJ o rL PERMIT # ADDRESS: / S Z o NS /O3 57• / ",4- S ltio S, 4/. FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): #I 7sPe, COST OF PROPOSED IMPROVEMENTS: (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): Nirg 7eO VALUE OF PRINCIPAL STRUCTURE (attach appraisal): 2141. O 7S OWNERS SIGNATURE: PLANREVIEWER: PLAN REVIEWER SIGNATURE: Created on June 2009 DATE: 8-S0.10. �f �s DATE: (f/TC1 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owners initial in the designated space indicates that the item has been explained. 1. :E Aesthetics- Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 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. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. ° 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402, R4403 and R4413. 7. , Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. Vol p 4. &cu., Owner/Agetits Signature Date Revised on 7/9/2009 LD Contractor Signature Date ROOF ASSEMBLIES AND ROOFTOP STRUCTURES FLORIDA BUI Master Permit No. Process No. Contractor's Name Job Address ❑ New Roof • APPROVED ZONING DEPT SUBJECT CO CCMPUANCE WITH ALL FEDERAL Or[arli�dfleS7V�ei r1T� AND REGULATIONS ❑ Wood Shingles /Shakes Low Slope ❑ Asphaltic Shingles 9 a •••• • • • .i • LDISIG • • • �. • • • Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit ApplIcatIoh Forma c Section A (general Infon'nation) • ❑ Mechanically Fastened Tile ❑ Metal Panel /Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE Q•RBroofing ❑ Recovering ❑ Repair ❑ Maintenance Section R (Rnnf Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. maratesimmimam mom I rNVIINW imp AIM 15111111111011M c • AUG 2 0 209 BY: . .......•,..•....,..•` Shores Vi112ae BY ROOF SYSTEM INFORMATION QQ Low Slope Roof Area (SF) ZC Steep Sloped Roof Area (SF) 5;30 Total (SF) F ® • 1 DAIS Section C (Low Slope Application) Fill in specific roof assembly components and identify manufacturer (If a component is not used, identify as "NA ") System Manufacturer: C C Product Approval No.: 04° 02. 2'4 • O, Design Wind Pressures, From RAS 128 or Calculations: Pmax1: '1 p( `• Pmax2: 8 2-kel Pmax3: � � 4 Max. Design Pressure, from the 5s chic roduct Approval system: Deck: Type: GaugelThickness: Slope: w � > It 4 . VZ: Anchor/Base Sheet & No. of PIy(s): 5 Anchor/Base Sh a FastenerBondin Material: 1 '6TC q" X Insulation Base Layer: 1u� fr- Base Insulation Size and Thickness: Base Insulation Fastener /Bonding atrial: Top Insulation Layer: 4✓�� Top Insulation Size and Thickness: Top Insulation Fastener/Bonding Materialf4 A Base Sheet(s) & No. of Ply(s): vim• S e.0 Base Sheet Fasten rp Bonding Mat al 4 4 , •• ••• •• • • • • •• Ply Sheets) ) & Ni. 8fl�ly:s): :e; • •• • • • • ••• • • • • • • • • • • Ply Sheet tastehbr! dhdh1g Nfat&ri1i' • TopPQ,:; • . S• il • :: • • • • • • • • • • • • • • fps) t if— Top PiyFaste erBoading•Materiat: • ••• • • • • ••• • • • • • • • • • • • FLORIDA B JILT a 006E �- BWILDING • • •• •• • • • •• •• ••• • • • ••• • • Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Surfacing: ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Fastener Spacing for Anchor/Base Sheet Attachment: Field: Ca " oc @ Lap, # Rows ` @ g " oc Perimeter: " oc @ Lap, # Rows 1 @ " oc Corner: 14 " oc @ Lap, # Rows 67 @ L it oc Number of Fasten s Per Insulation Board: Field erter nts Noted Illustrate Com po d and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter - Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit FT FT Parapet Height Icy. Mean Roof Height Roof System Manufacturer: et ` ti Notice of Acceptance Number: 00( .®g 03 .0 Minimum Design Wind Pressures, If App cable (From RAS 127 or Calculations): d1: L IS 4k P2: s (.9 P3: . 1 O ' Lic) Maximum Design Pressure (From the Product Approval Specific System): 4 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permft Application Form. ,Ser_tinn r1 (Steer Slnp ri Roof System) Stepp Slnped Roof System Description \ Deck Type: Insulation: Fire Barrier: CLOS Type Underlayment: Ridge Ventilation? Fastener Type & Spacing: Adhesive Type: Mean Roof Height: L0 E ...•. • .. .. • • • . • • • • .• ▪ ••• •• • • • •• • ... • ••• • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • .• • • •• • • • • • • • A Type Cap Sheet: Roof Covering: Type & Size Drip Edge: 1 14 9-A4 c 6.5 fit- ri o -4: ..tom • • • • • • • • • • • • • • • • • • • • • • FLORIDA BUILDING ODE •$UILDMIG . • • • •• •• • • • •• •• ••• • • • ••• • • 3 Where to Ob In Information Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an ineering 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 M g Product Approval Attachment Resistance M Product Approval Rntedrorrnt RResistan M8 Calculated s i • Is • • • • • MinimmAttaelmsent• • • s • • • •Resist ce• • ■ • it • F' • Product Approval ••• •• • • Required Uplift Resistance • •• Fr Calculated Avgrrge'"ie W Product Approval 900 • • • • •• tt•��,,, i • • i { e D"• "'i s16ns • 1 • • • • •Ltlei i th • • a 9�" W —etith Product Approval All calculations must be submitted to the building official at the time of permit application. • • • • • • • • • • • • • • • Method 2 "SImplified Tile Calculations Per Table Below" R ired Moment of Resistance (Mr) From Table Below Product A...val M M, re • wired Moment Resistance* Mean Roof He , ht -� Roof Slope (P xL = x w: = _____) - W: x cos B =Fr1 (P xL = xw : = _J -W: cos =F (P xL = xw := ) -W: x •.s6 =F • •• • • • • ••• • • • • • • • • • • FLORIDA Bl1ILMNS 0101;E BITOILDINO • • 00 •• • • • 00 00 ••• • • • ••• • • ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2007 High - Velocity Hurricane Zone Uniform Permit Application Form. Section F (Tile Calnulitions) For Moment based tile systems, choose either Method I or 2. Compare the values for M with the values from Mr. If the M ( values are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Ti ns Per RAS 127" e (pl. 4�d�x 1 = � 3 M g � , iM Product Approval ' (P271 g,c'x7L ° V =1:21%g: � j I ds? Ma IS Pi Product ApprovalMf 4 y 0 � x X3.2 + = b"'7 M "1.( i M tS • Product Approval Mf 15' 20' 25' 30' 40' *Must be used in conjunction with a list of mo nt based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compare the values for F with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment me is acceptable. Method 3 "M. , ent Based Tile Calculations Per RAS 127" Product Approval F' Product Approval F Product Approval F' MIAM MADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) TAMKO Building Products, Inc. P.O. Box 1404 220 West 4 Street Joplin, MO 64801 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Tamko Underlayments LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. •• ••• • • • • • •• INSPI>!'CTIQN: Jectop'y UN: elitire NOA shall be provided to the user by the manufacturer or its distribntois anti besavailaale►for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 07- 1130.01 and consists of pages 1 through The :u12mit ed doI meTtion rtvipwed by Jorge L. Acebo. • • • • • • • • • • • • • .. • • .. • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • • • • • • • • • • • .. .. • • • .. .. 000 • 60 • 00 • • NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 1 of 5 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product TW Metal and Tile Underlayment (Manufactured in Joplin, MO) Moisture Guard Plus (Manufactured in Joplin, MO) TW Underlayment (Manufactured in Columbus, KS) Awaf lex (Manufactured in Joplin, MO) Awaplan 170'"' (Manufactured in Joplin, MO) Awaplan Premium"" (Manufactured in Joplin, MO) Tamko SA Base (Manufactured in Joplin, MO) • •• ••• • • • • Y •• • Tamko SA C4 • •; • • �40 fiIs thsckji s (Manufactured in Joplin, 33' 61/4" x 39 3 4" MO) • • •• • • • • •• • • • • • ••• rolls • • •• ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • •• •• • • • • • Dimensions 75 mils thickness 39 - x 30.5'rolls 39-%" x 61' rolls 4" x 66' rolls 6 "x66' rolls 9" x 66' rolls 60 mils thickness 39 3 /a" x 30.5'rolls 39-1/4" x 45' rolls 39 x 61' rolls 4 "x66'rolls 6" x 66' rolls 9" x 66' rolls 40 mils thickness 39 -%8" x 61' rolls 4" x 66' rolls 6" x 66' rolls 9" x 66' rolls 125 mils thickness 35.9' x 36" rolls 145 mils thickness 33'11 "x39 rolls 150 mils thickness 33' 11" x 39 rolls 60 mils thickness 65' 10" x 39 3 /8" rolls ••• • • • • Roofing Underlayment SBS • • • • • • • • • •• •• • •. • • • • • • • Test Specification TAS 103 ASTM D 1970 ASTM D 1970 ASTM D 1970 TAS 104 TAS 104 TAS 104 ASTM D 1970 ASTMD6164 Product Description Flexible, self - adhering rubberized asphalt sheet material with a polymer surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. Flexible, self - adhering rubberized asphalt sheet material with a granular surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. Flexible, self - adhering rubberized asphalt sheet material with a polymer surface for use as an underlayment in sloped roof assemblies. May be used as a secondary water barrier for full -roof coverage or, when cut into appropriate width strips, for taping sheathing joints. SBS modified cap sheet with a non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules. Applied in hot asphalt. A polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt. A polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt. A fiberglass- reinforced self-adhering SBS modified bitumen membrane with a polymer film on the surface and a removable treated split release film on the adhesive side. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVHZ. Do Not Remove Release Film! A dual - coated SBS - modified cap sheet with a nonwoven polyester mat surfaced with ceramic granules and a split removable release film on the adhesive side. NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 2 of 5 EVIDENCE SUBMITTED: Test Agency Exterior Research & Design, LLC Trinity I ERD PRI Asphalt Technologies, Inc. APPROVED ASSEMBLIES: Deck Type 1: Deck Description: System E(1): Base Sheet: Membrane: Surfacing: Deck Type 1: Deck Description: System E(2): Base Sheet: Membrane. ... • • • •• • • •• ••• Surfacing: ••• Wood, Non - insulated 19 / 3 2' or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of TW Metal and Tile Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Vertical strapping of the roof with TW Metal and Tile Underlayment is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12 "° o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Approved Mechanically Fastened Tile or Metal Roofing Assembly or Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Wood, Non - insulated 19/32" or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Qne pr more plies of Moisture Guard Plus with a minimum 3.5" side lap and 6" end • .lap.Mic: tie i st course of membrane parallel to the eave, rolling the membrane to obtainmexisnurrrcontact. Remove the release liner as the membrane is applied. Vertical strapping of the with Moisture Guard Plus is acceptable. Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • • • • MIAMI•DADE 4PPROVED • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• Test Identifier Test Name/Report 4448.12.01 -1 4448.05.02 -1 T11090.09.08 TAS TAP - 058 -02 -01 TAP - 058 -02 -02 TAP - 191 -02 -01 TAP - 192 -02 -01 TAP- 193 -02 -01 TAP - 207- 02 -01REV TAS TAP - 185- 02 -01REV TAP - 196 -02 -01 TAS 103 TAS 103 117(B)/ TAS 114(C) TAS 103 TAS 103 ASTM D 1970 ASTM D 1970 ASTM D 1970 104/ ASTM D 4798 ASTM D 6164 ASTM D 1970 Date 12/19/2001 05/29/2002 09/18/08 04/30/02 05/23/02 11/16/07 11/13/07 11/16/07 12/10/08 11/06/08 01/09/08 NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 3 of 5 Deck Type 1: Deck Description: System E(3): Base Sheet: Membrane: Surfacing: Deck Type 1: Deck Description: System E(4): Base Sheet: Membrane: Surfacing: Deck Type 1: Deck Description: System E(5): Base Sheet: Membrane: Surfacing: •• ••• • • • v• • • •• ••• • ••• • • • • • • • • • • • •• • • MANMADE COUNTY �.APPROvED • • • • • • • • • • • •• •• Wood, Non - insulated 19 /32 " or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type II or ASTM D 2626 with a xiinimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of TW Underlayment with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release Iiner as the membrane is applied. Vertical strapping of the roof with TW Underlayment is acceptable. Any Approved Roofing Assemblies where an ASTM D 1970 underlayment is allowed. Wood, Non - insulated 19 /32 " or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of ASTM D 226 Type 11 or ASTM D 2626 with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. One or more plies of Awaflex, Awaplan 170 or Awaplan Premium applied at a right angle (90 ° ) to the slope of the deck adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 40lbs.sq. Vertical strapping of the roof with Awaflex, Awaplan 170 or Awaplan Premium underlayments is acceptable. When used in Tile roof systems the capsheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed. Approved Mechanically Fastened or Adhered Tile or Metal Roofmg Assembly or Any Approved Roofing Assemblies where an TAS 104 underlayment is allowed. Wood, Non - insulated 19 /32 " or greater plywood or wood plank Anchor sheet mechanically fastened to deck, membrane adhered. One or more plies of Tamko SA Base with a minimum 4" side lap and a 6" end lap mechanically fastened to deck with approved annular ringshank nails and tin caps 6" o.c. at the laps and two staggered rows 12" o.c. the field of the roll. Shall only be mechanically fastened to wood deck. Direct adhesion to wood deck not permitted in the HVHZ. Do Not Remove Release Film! One or more plies of Tamko SA Cap with a minimum 4" side lap and 6" end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact with base sheet. Remove the release liner as the membrane is applied. Vertical strapping of the roof with Tamko SA Cap underlayment is acceptable. � ,enuin:Tile roof systems the capsheet shall be back nailed to deck with approved tndulmr sank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. • St the ell kV No nails or tin caps shall be exposed Approved Mechanically Fastened Tile or Metal Roofing Assembly or Any Approved • "koefieg Assesnheas where an ASTM D 6164 membrane is allowed. •• • • • • • • • • • • • • • • • • • •• • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • ••• • • • •• •• • • NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 4 of 5 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Tamko Underlayments shall be installed in strict compliance with applicable Building Codes. 3. All Tamko Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. 4. All Tamko Underlayments shall not be applied over an existing roof membrane as a recover system but may be applied over an approved roofing Base /Anchor sheet underlayment. 5. TW Metal and Tile Underlayment, Moisture Guard Plus, TW Underlayment, Tamko SA Base & Tamko SA CAP shall not be left exposed as a temporary roof for longer than 30 days of application. 6. Awaflex, Awaplan 170 and Awaplan Premium shall not be left exposed as a temporary roof for longer than 180 days of application. 7. The standard maximum roof pitch for Awaflex, Awaplan 170 and Awaplan Premium shall be 6:12 - for flat tile installation and 6:12 profiled tiles with lugs. 8. The standard maximum roof pitch for TW Metal and Tile Underlayment and Tamko SA CAP shall be 4:12 for flat tile installation and 4:12 profiled tiles with lugs. 9. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofmg products. 10. Tile storage shall be on a battened roof deck when the underlayment slope limit (See #7 & #8 above) is exceeded. Care should be taken during the loading procedure to keep foot traffic to a minimum and to avoid dropping of tile directly on the underlayment. 11. The Tamko Underlayments may be used with any approved roof covering Notice of Acceptance listing the Tamko Underlayment as a component part of an assembly in the Notice of Acceptance. If Tamko Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 12. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 13. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 14. For the self adhered membranes roll or broom the entire membrane surface so as to have 100% contact with the base sheet, giving special attention to overlap areas. 15. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 16. All protrusions or drains shall be initially taped with a 6" piece of approved Tamko Underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of the same Tamko Underlayment shall be applied over the taped underlayment. 17. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's • Airasec following � jpe•�(liami- -Dade County Product Control Seal Seal assho County Product Control • shown below • •• • ,• • • ••••••. .• • ••• •• • • • • •• . .. • •• ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •• • • • • • • • ••• • • • • • • • • • • • •• •• • • • • • • •• •• . • • .•. ..'.END OF THIS ACCEPTANCE NOA No.: 08- 1008.04 Expiration Date: 07/05/12 Approval Date: 02/25/09 Page 5 of 5 MIAMIDADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Entegra Roof Tile, Inc. 1289 NE 9 Ave Okeechobee, FL. 34972 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Plantation Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This revises NOA No. 05- 0413.01 and consists of pages 1 through 6. • •T•heisubn3itrd dgpujn$ntati8n was reviewed by Alex Tigers. • • • • • • • • • • • • • • •• ••. •• • • • •• •• •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• •S• • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOA No.: 09- 0803.02 Expiration Date: 12 /08/10 Approval Date: 09 /16/09 Page 1 of 6 • • • • • • • • • ••• ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: 1. SCOPE This renews a roofing system using Entegra "Plantation" concrete roof tile, as manufactured for Entegra Roof Tile, Inc. in Okeechobee, FLas described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications, Description Plantation Tile Length: 161/2" Flat concrete roof tile for direct deck or Width: 13" TAS 112 batten nail -on. Trim Pieces 2.1 COMPONENTS OR PRODUCTS MANUFACTURED BY OTHERS Product Tile Nails Tile Screws Rainproof II Ice and Water Shield •• •• • • • • • • • • • 'Tu illAtrray • • 39 3 /s" x 32'10" • •• ••• •• • • • •• roll ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • • • • • • • • • • • • • • • •• • • • • ••• • • Roofmg Roofing Tiles Concrete Length: varies Width: varies Thickness: varies Dimensions Min. 10dx 3" #8x 2 %Z" long 0.335" head dia. 0.131" shank dia. 0.175" screw thread dia. 30 "x75'roll 36 "x75' roll 60" x 75' roll 36 "x75'roll TAS 112 Test Specification s TAS 114 Appendix E TAS 114 Appendix E TAS 104 TAS 103 TAS 103 Accessory trim, concrete roof pieces for use at hips, rakes ridges and valley terminations Product Description Corrosion resistant screw or smooth shank nails Corrosion resistant, coated, square drive, galvanized, coarse thread wood screws Single ply, nail -on underlayment with 2" self adhering top edge Self - adhering Underlayment Self-adhering Underlayment Manufacturer Generic (With current NOA) Generic (With current NOA) Protect -O -Wrap, Inc. W.R. Grace Co. Polyglass USA, Inc. NOA No.: 09- 0803.02 Expiration Date: 12/08/10 Approval Date: 09/16/09 Page 2 of 6 • • •• • • • • • • • • • • Roof Tile Mortar N/A ( "TileTiteWM") Roof Tile Mortar N/A ( "Quickrete Roof Tile Mortar #1140) Roof Tile Mortar N/A ( "BONSAL'D Roof Tile Mortar Mix) Roof Tile Adhesive Various ( "Polypro® AH 160 ") Roof Tile Adhesive ( "Tile Bond ") Clips Hurricane Clip & Min. 1/2" width TAS 114 Fasteners Min. 0.060" Appendix E thick Clip Fasteners Min. 8d x 1 'A" 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with RAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 "Entegra Roof Tiles Inc. Plantation Flat and its components shall be installed in strict • • • • ; • • .: 4.3 aeta p or Attachment Calculations Application Standard RAS 118,119, & 120 • • • • • •• ••• • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • •• • • • • • • • • • • • • •• • • • •• • • • APPROVED • • ••• • • • • • • • • • • • • • •• •• •• • • • • • •• • • • • • Factory premixed containers TAS 123 Prepared mortar mix designed for mortar set roof tile applications TAS 123 Prepared mortar mix designed for mortar set roof tile applications TAS 123 Prepared mortar mix designed for mortar set roof tile applications See NOA Two component polyurethane adhesives designed for adhesive set roof tile applications See NOA Single component polyurethane adhesives designed for adhesive set roof tile applications Corrosion resistant clips with corrosion resistant nails. Bermuda Roof Company, Inc. Quickrete Construction Products W.R. Bonsal Co. Polyfoam Products, Inc. Flexible Products Generic (With current NOA) NOA No.: 09- 0803.02 Expiration Date: 12/08/10 Approval Date: 09/16/09 Page 3 of 6 Table 3: Attachment Resistance Expressed as a Moment - M (ft-Ibf) For Nail -On Systems Tile Profile Fastener Type Direct Deck (Min 15/32" plywood) Direct Deck (Min. 19/32" plywood) Battens Plantation Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fasteners are located a minimum of 2W from the head of tile. Table 2: Restoring Moments due to Gravity - M (ft-lbf) Tile Profile 3 " :12" 4": 12" 5": 12" 6": 12" 7 ":12 "or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Plantation Tile 6.85 7.79 6.75 7.67 6.61 7.52 6.44 7.32 6.26 N/A . ••• • • • • • • .. • • • • • • •• ••• •• • • • •• • .•• • • • • • • • • •• •. • • A PPROV €D • • • • • • • • • • • • • • • • • • • •. •.• . • • • • • • • • • • • • • • • • •• •• • • • • • •. •. • ••• • • • NOA No.: 09- 0803.02 Expiration Date: 12/08/10 Approval Date: 09 /16/09 Page 4 of 6 Table 1: Aerodynamic Multipliers - ? (ft Tile A A. (ft X X (ft Profile B Batten Application D Direct Deck Application Plantation Tile 0 0.267 0 0.289 • • • .. • • • • • • •• ••• •• • • • •• • .•• • • • • • • • • •• •. • • A PPROV €D • • • • • • • • • • • • • • • • • • • •. •.• . • • • • • • • • • • • • • • • • •• •• • • • • • •. •. • ••• • • • NOA No.: 09- 0803.02 Expiration Date: 12/08/10 Approval Date: 09 /16/09 Page 4 of 6 Table 4A: Attachment Resistance Expressed as a Moment - Mf (ft -Ibf) For Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile PolyProT'" 118.9 PolyPro 40.4 4 Large paddy placement of 45 grams of PolyProm'. 5 Medium paddy placement of 24 grams of PolyProTA°. Table 4: Attachment Resistance Expressed as a Moment M (ft -Ibf) For Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Plantation Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weights per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. • ••• • • • • • • • ••• Table 4B: Attachment Resistance Expressed as a Moment - Mf(ft-Ibf) for Mortar Set Systems Tile Profile Tile Application See specific mortar manufacturer's Notice of Acceptance. Attachment Resistance 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as seen below, or following statement: "Miami -Dade County Product Control Approved ". 5.2 Entegra Roof Tile Inc., Plantation Roof Tile bears the following markings: USA "E" USA, "E ", Entegra "E" ,where the E is a stylized logo. 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. 7. MANUFACTURING LOCATIONS 7.1 Okeechobee, FL •• ••• • • • • • • • • •• • ••• • • •• ••• • • • • • •••• • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • •• •0 • • • • •• NOA No.: 09- 0803.02 Expiration Date: 12/08/10 Approval Date: 09 /16/09 Page 5 of 6 • • • • • • • • • • • •• ••• •• ••• • • • • • •• • • • • • • • • •• .•• • • • • • • • • • • • It • • • • • • • • •• ••• • • • •• APrROVEOi ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • ` •• • • • • • • • • •• PROFILE DRAWING PLANTATION FLAT CONCRETE TILE END OF THIS ACCEPTANCE NOA No.: 09- 0803.02 Expiration Date: 12/08/10 Approval Date: 09 /16/09 Page 6 of 6 • •. • • • • • • • M I A M I DADS MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 - 2901 FAX (305) 375 - 2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF RUBEROID Modified Bitumen Roof System for Wood Decks. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. • • • • •IIPFC Apy of this entire NOA shall be provided to the user by the manufacturer or its • i ft t2rs:an'V• a11•be available for inspection at the job site at the request of the Building Official. • ••••••• • •• ••• •• • • • •• This NOA revises NOA No. 07- 1203.01 and consists of pages 1 through 31. The s ubmi doccnmeration was reviewed by Jorge L. Acebo. ••• • • • • • • • • • • • • • • • • . • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 1 of 31 ROOFING SYSTEM APPROVAL Roofing Modified Bitumen SBS /APP Wood -75 psf Category: Sub - Category: Material: Deck Type: Maximum Design Pressure TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Leak BusterTM MatrixTM 307 Premium Asphalt Primer GAF Mineral Shield Granules Leak BusterTM MatrixTM 305 Fibered Asphalt Emulsion Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating LeakBusterTM Matrix"' 322 Elastomeric Roof Coating LeakBusterTM MatrixTM 306 LeakBusterTM MatrixTM 204 Wet/Dry Roof Cement GAFGLAS #75 Base Sheet GAFGLAS #80 ULTIMATM Base Sheet GAFGLAS Flex P1yTM 6 GAFGLAS Ply 4 • • ... . • • • • • bAFGI:Ale Mipecal: • Stirfated Cdp•Shdet • • • .•• •• ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• ••• • e • • • • •• • • • • • • • • Wide • . 39,37" (1 meter) • • • • . • •••• • • • • • • • • • • • • • • • • • •• •• • • • Dimensions 5, 55 gallons 60 Ib. Bags 100 Ib. bags 5 gallons 1, 5 gallons 55 gallons 55 gallons 1, 5 gallons 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide 39.37" (1 meter) Wide Test Specification ASTM D41 ASTM D1863 ASTM D1227 ASTM D3019 ASTM D3409 ASTM D4586 ASTM D3409 ASTM D4601 ASTM D4601 ASTM D2178 ASTM D2178 ASTM D3909 Product Description Asphalt concrete primer used to promote adhesion of asphalt in built -up roofmg. Granules for surfacing of exposed asphalt, cold process cement or emulsion. GAF Mineral Shield Granules shall be used for flashing applications only. Surface coating for smooth surfaced roofs. ASTM D 2824 Fibered aluminum coating. Elastomeric roof coating. Asphalt emulsion fibered. Refined asphalt blended with a mineral stabilizer and fibers. Permits adhesion to wet and dry surfaces. Type II Asphalt impregnated and coated glass mat base sheet. Type II Asphalt impregnated and coated, fiberglass base sheet Type VI asphalt impregnated glass felt with asphalt coating. Type IV asphalt impregnated glass felt with asphalt coating. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. NOA No.: 09 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 2 of 31 Product GAFGLAS EnergyCapTM Mineral Surfaced Cap Sheet GAFGLAS EnergyCap" BUR Mineral Surface Cap Sheet GAFGLAS STRATAVENT Eliminator" Perforated GAFGLAS Flashing GAFGLAS STRATAVENT Eliminator" Perforated Nailable RUBEROID SBS Heat- We1dTM Smooth RUBEROID SBS Heat- WeIdTM Granule Roof MatchTM SBS Mop Granule RUBEROID SBS Heat- We1dTM 170 FR RUBEROID SBS Heat- We1dTM PLUS RUBEROID SBS Heat- We1dTM PLUS FR RUBEROID EnergyCap SBS Heat- We1dTM PLUS FR RJ LBVRDIj7®MQdified. • • Base Shhef . • • • • • • • • • • • MJBEROID'SBS • • • Heat- We1dTM 25 • ••• •• •• • • • • • • • • • • • • • • • • • • • • • • • • • • •. • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • •• • • ••• • Dimensions 39.37" (1 meter) Wide 39.37" (1 meter) wide 39.37" (1 meter) Wide various 39.37" (1 meter) Wide 1 meter (39.37 ") wide 1 meter (39.37 ") wide 107 sq. ft. (9.9 m2) 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 1 meter (39.37 ") wide Test Specification ASTM D3909 ASTM D3909 EnergystarTM Title 24 Compliant ASTM D3672 ASTM D4897 ASTM D3672 ASTM D4897 ASTM D6164 ASTM D6164 ASTM D6222 ASTM D5147 ASTM D6164 ASTIVI D6164 ASTM D6164 ASTM D6164 ASTM D4601, Type II, UL Type G2 BUR AST, D6164 Product Description Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied layer of TOPCOAT EnergyCoteTM. Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules with factory applied EnergyCotem Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating with factory perforations. Asphalt coated glass fiber mat flashing sheet available in three sizes. Fiberglass base sheet coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -woven polyester mat coated with polymer modified asphalt and surfaced with colored mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with polymer modified asphalt and surfaced with mineral granules. Non -Woven Polyester mat coated with fire retardant polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Premium glass fiber reinforced SBS - modified base sheet Non -Woven Polyester mat coated with polymer - modified asphalt and smooth surfaced. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 3 of 31 Product RUBERO�Mop Granule RUBEROID MOP Smooth RUBEROID MOP PLUS RUBEROID MOP 170FR RUBEROID MOP FR RUBEROID TORCH Smooth RUBEROID TORCH Granule RUBEROID EnergyCap Torch Granule FR Roof MatchTM APP Torch Granule RUBEROID TORCH PLUS RUBEROID TORCH FR RUBEROID 170FR TORCH RUBEROID EnergyCap SBS Heat Weld Plus FR RUBEROID 20 RVJ3E01D ® 30 • • • • • • . . • • • • • •• • 41 • • •• • • • • 0 0. .. 0.0 41 . 41 41 • • • • • • • • 0 0 • • • • • •. • • • • • • • • • • • • • • • •• 0 00 • • • • 41 • • • • • • • • • • • • • 0041 • • • • • • • • • • • • • • .. .. • • • 00 •. 0 00 • • • 8 • • Dimensions 39.37" (1 meter) Wide 1 sq. roll 87 lbs. 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 1 meter (39.37 ") wide 107 sq. ft. (9.9 m2) 39.37" (1 meter) Wide 39.37" (I meter) Wide 39.37" (1 meter) Wide 1 meter (39.37 ") wide 39.37" (1 meter) Wide •.39.37" (1 meter) Wide • Test Product Specification Description ASTM D6222 Non -woven polyester mat coated with ASTM D5147 polymer modified asphalt and surfaced with mineral granules. ASTM D6298 Non -woven polyester mat coated with ASTM D5147 polymer - modified asphalt and smooth surfaced. ASTM D6164 Non -woven polyester mat coated with ASTM D5147 polymer modified asphalt and surfaced with mineral granules. ASTM D6164 Non -Woven polyester mat coated with fire ASTM D5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D6164 Non -Woven polyester mat coated with fire ASTM D5147 retardant polymer modified asphalt and surfaced with mineral granules. ASTM D6222 Heavy duty, polyester reinforced, asphalt ASTM D5147 modified bitumen membrane, smooth surface. ASTM D6222 Heavy duty, polyester reinforced, asphalt ASTM D5147 modified bitumen membrane, granule surface. ASTM D6222 A fiberglass mat reinforced, SBS modified ASTM D5147 bitumen cap membrane. ASTM D6222 Non -woven polyester mat coated with ASTM D5147 polymer modified asphalt and surfaced with colored mineral granules. ASTM D6222 Heavy duty, polyester reinforced, asphalt ASTM D5147 modified bitumen membrane, granule surface ASTM D6222 Heavy duty, polyester reinforced, coated ASTM D5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D6222 Heavy duty, polyester reinforced, coated ASTM D5147 with fire retardant asphalt modified bitumen membrane, granule surface. ASTM D6163 A fiberglass mat reinforced, SBS modified ASTM D5147 bitumen cap membrane. ASTM D6163 ASTM D5147 ASTM D6163 ASTM D5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 4 of 31 Product RUBEROID RUBEROID SBS 30 FR • RUBEROID ULTRACLAD SBS RUBEROID Dual FR Vent Stacks (metal and plastic) GAF Built -Up Roofing Asphalt RUBEROID MOD Asphalt Asphalt L & Asphalt P TOPCOAT Surface Seal SB LEAK BUSTERTM MatrixTM 715 MB Elastomeric Roofing Membrane EnergyCoteTM Coating VersaShield TOPCOAT FireShield MB Leak BusterTM MatrixTM 531 WeatherCoteTM Elastomeric Flashing Grade Aster: 'IVlatrixTT' 201 • • I'�emiumS$g�Is • Leas Bit terTM'Matrbc 102 SBS Adhesive Label • ..• • • • . • . • • • � • • •• •.. • • • • • . • • • • • • • • • APPROVED • • • • • • . • • • • • • • • • • • . • • • • • • • • • • • • . .. • • • . . • • • • • 9 • • 39.37" (1 meter) Wide 39.37" (1 meter) Wide •. • • • • • • Dimensions 39.37" (1 meter) Wide 1 meter (39.37 ") wide 100 Ib. cartons, bulk 601b. kegs 5 gallons 5 gallons 2, 5 gallons 350 sq. ft roll 5, 55 gallons 5 gallons 5 gallons 5 gallons Test Specification ASTM D6298 ASTM D5147 ASTM D6163 ASTM D6163 ASTM D5147 ASTM D6164 ASTM D5147 TAS 100(A) ASTM D1929 ASTM D635 ASTM D312, Types I, II, III and IV ASTM D3412 ASTM D21 ASTM D1475 ASTM E1644 ASTM D6083 ASTM -D226 4869 Type I, II ASTM D4I2 ASTM D21 ASTM 1475 ASTM E1644 ASTM D3019 ASTM D3019 Product Description Non woven fiberglass mat coated with fire retardant, polymer modified asphalt and surfaced with mineral granules. A fiberglass mat reinforced, SBS modified bitumen cap membrane. Woven fiberglass mat coated with Polymer modified asphalt surfaced with aluminum, copper or stainless steel foil. Non -woven polyester and fiberglass mat coated with file retardant, polymer - modified asphalt and surfaced with mineral granules. One -way valve vent used to relieve built - up pressure within the roof system. GAF Vent Stacks are available in metal or plastic. Interply mopping and surfacing asphalt SEBS modified asphalt Surface coating for smooth surfaced and mineral surfaced roofs. Surface coating for smooth surfaced and mineral surfaced roofs. Highly reflective elastomeric coating Non - Asphaltic Fiberglass -Based Underlayment Elastomeric roofing membrane Surface coating for smooth surfaced and mineral surfaced roofs. Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Cold Applied Modified SEBS Asphalt Adhesive. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 5 of 31 Product Leak BusterTM Matrix TM 202 SBS Flashing Cement Label Leak BusterTM MatrixTM 203 Plastic Roof Cement Label Leak BusterTM MatrixTM 103 Cold Process Adhesive Label LeakBusterTM MatrixT' 304 Non - Fibered Aluminum Roof Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane TOPCOAT MB Plus . ... . • • .. • • • • . • • • • • • •• • •• • • • •• •• ••. • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • •• •.• . • • • APPROVED • •• • • • • • •• • • • . . • • • • • • ••• • • • • • • • • • • • • • • - ••• • Dimensions 5 gallons 5 gallons 5 gallons 5 gallons 5 gallons 5, 55 gallons Test Specification ASTM D4586 ASTM D4586 ASTM D3019 Cold Applied Asphalt Adhesive. ASTM D2824, Type I ASTM D412 ASTM BI 17 ASTM C794 ASTM G21 FTMS141.6271 ASTM D2196 ASTM D1475 ASTM E1644 ASTM D412, ASTM D21, ASTM D1475 ASTM E1644 Product Description Cold Applied Modified SEBS Asphalt Adhesive — Flashing Grade. Standard Plastic Asphalt Roofing Cement Non - fibered. Aluminum pigmented, asphalt roof coating. Surface coating for smooth surfaced and mineral surfaced roofs. Water - based, low VOC, sprayable polymeric liquid, which cures to form a seamless rubber membrane. NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 6 of 31 • APPROVED INSULATIONS: SecurockTM Product Name EnergyGuardTM Fiberboard EnergyGuardTM Permalite EnergyGuardTM Strip EnergyGuardTM Recover Board EnergyGuardTM Tapered Edge Strip EnergyGuardTM Polyls° EnergyGuardTM RA, RN EnergyGuardTM Composite, RA DensDeck DensDeck Prime DensDeck DuraGuardTM Structodek Structodek TD APPROVED FASTENERS: Fastener Product Number Name 1. Drill -Tec #12 Standard, #14 and #15 extra Heavy Duty Fastener, Heavy Duty Roofing Fastener 2. Drill-TecTM ASAP • . .• • • • • • • • • • • • • • • • 3. Drill -TecTM CR Base Sheet Fastener and Plate 4. Drill -TecTM Galvalume •••••• klatas • • •• • •••...•• • • SI • • Dr};ll- -eeI'V 1 ypropylene • • . • • • • .. ••• Malta .. 6. Drill-TecTM AccuTrac *Plat/ • • • • • •••• • • • • • • • • • • • • • • • • • • •• • • • • (APPROVED ••• • • • • ••. • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• • • • •• • ••• • • • • • Table 2 Product Description Fiberboard insulation Perlite insulation board Cut perlite board Perlite recover board Tapered perlite board Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate /wood fiberboard or perlite composite Water resistant gypsum board Water resistant gypsum board Water resistant gypsum board Wood fiber insulation board Flame Resistant High Density Wood Fiber board. Fiber reinforced roof board TABLE 3 Product Description Dimensions Insulation fastener and Various Base Play fastener for steel, wood & concrete decks. Pre- assembled Drill -TecTM Various Fasteners and metal and plastic plates. Base sheet fastening Various assembly. Round Galvalume stress plates. Round polypropylene stress plates. Square Galvalume coated 3" Square steel plate. Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. G -P Gypsum Corp. G -P Gypsum Corp. G -P Gypsum Corp Knight Celotex Knight- Celotex USG Corporation Manufacturer (With Current NOA) GAF Materials Corp. GAF Materials Corp. GAF Materials Corp. 3" and 3 %z' GAF Materials Corp. 3" and 3 %Z' GAF Materials Corp. OMG NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 7 of 31 • • • •. • • • • • EVIDENCE SUBMITTED: Test Agency Factory Mutual Research Corp. Underwriters Laboratories Trinity Engineering PRI Asphalt Technologies, Inc. GAF- 020 -02 -01 ASTM D 249 02/01/02 ASTM D 4977 IRT -ARCON Inc. 02 -005 TAS 114 03/01/02 02 -014 TAS 114 04/08/02 01 -039 TAS 114 03/01/02 Trinity! ERD G6850.08.08 ASTM D6164 08/29/08 G6850.08.08 ASTM D6163 08/01/08 G6850.10.08 ASTM D6222 10/06/08 G6850.11.08 ASTM D6222 11/05/08 •• ••• • • • • • • • • • • • ••• • • • • •• • • • • • • • • • • •• • • • • • • • • • • •• •• • • • ••• • • • ••• • • •• • • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • Test Identifier Description Date 3029832 4470 - TAS 114 05/11/07 3010215 4470 - TAS 114 03/01/01 3001276 4470 - TAS 114 01/28/99 1B9A8.AM 4470 - TAS 114 09/04/97 3D4Q2.AM 4470 - TAS 114 04/30/97 OD1A8.AM 4470 - TAS 114 04/01/98 TGFU.R19254 UL 790 10/27/06 4483.04 97 -1 TAS 114 06/06/97 NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 8 of 31 ... •. • •Anyof above Base sheets attached to deck approved annular ring shank nails and Membrane Type: APP /SBS Heat Weld Deck Type 1: Wood, Non - insulated 19 Deck Description: / or greater plywood or wood plank decks System Type E(2): Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShield Non - Asphaltic Fiberglass -Based (optional) Underlayment or SecurockTM. Base sheet: GAFGLAS #80 ULTIMATM Base Sheet, STRATAVENT EliminatorTM Nailable, RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID 20, RUBEROID SBS Heat- WeldTM Smooth or RUBEROID SBS Heat -Weld 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS Ply 4, 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 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 P1yTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Dri11 -TecTM steel plate or Drill -TecTM AccuTrac Plates, 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS Flex PIyTM 6, GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS #80 ULTIMATM, RUBEROID ® 20, RUBEROID Mop Smooth, base sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure --60 psf, See General Limitation #7) GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TeceM AccuTrac Plates, 12" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) • • 3 inverted Drill -TecTM insulation plates at a fastener acin of 9" o.c. the 4" • • • • • • • • ; :lap sl aggered in two rows 9" in the field. g • (Maximum Design Pressure —60 psf, See General Limitation #7) •. • •• • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• •• • • • .• •• ••• • • • ••• • • NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04 /08/09 Page 29 of 31 GAFGLAS #75 Base Sheet or any of above Base sheets attached to deck with Drill -TecTM #12 standard, #14 or # 15 Screws and 3" Drill -TecTM steel plate or Drill -TecTM AccuTrac Plates, 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 psi, See General Limitation #7) Ply Sheet: (Optional except over RUBEROID Modified Base Sheet, RUBEROID MOP Smooth, RUBEROID 20, RUBEROID SBS Heat - WeIdTM Smooth or RUBEROID SBS Heat- We1dTM) One or more plies GAFGLAS PLY 4 or GAFGLAS Flex P1yTM 6 sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate bf 20-40 lbs.sq. or RUBEROID Torch Smooth torch applied according to manufacturer's application instructions. Membrane: One ply of RUBEROID Torch Smooth, RUBEROID Torch Granule, Roof Match"' APP Torch Granule, RUBEROID EnergyCapTM Torch Granule FR, RUBEROID Torch Plus Granule, RUBEROID EnergyCapTM Torch Plus FR, or RUBEROID® Torch FR torch applied according to manufacturer's application instructions. Surfacing: (Optional, required if RUBEROID MOP Smooth or RUBEROID 20 is top membrane) Install one of the following: 1. Gravel or slag applied at 400lbs. /sq. and 300 lbs. /sq. respectively in a flood coat of approved asphalt at 60 Ibs.sq. or applied in a flood coat of Leak BusterTM MatrixTM 103 Cold Process Adhesive applied at a rate of 3 gal. /sq. 2. GAFGLAS Mineral Surfaced Cap Sheet, GAFGLAS Energy Cap Mineral Surfaced Capsheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsisq. 3. Leak BusterTM MatrixTM 303 Premium Fibered Aluminum Roof Coating, at 1.5 galisq. 4. Leak BusterTM MatrixTM 715, Leak BusterTM MatrixTM 322, TOPCOAT MB +, TOPCOAT Fireshield Elastomeric Roofing Membrane, applied at 1 to L5 gal./sq. 5. Leak BusterTM MatrixTM 602 MB Xtra Elastomeric Roofing Membrane, EnergyCote roof coating applied at 1 to 1.5 gal./sq. 6. TOPCOAT Surface Seal, TOPCOAT Fireshield SB Solvent based Elastomeric Roofing Membrane applied at lto 1.5 galisq • 'Advance Green Technologies Photovoltaic Laminate solar energy collector • • • • • • •auxiliary roof equipment installed in compliance with manufacturer's • • ••• • • • • • • *specifications and applicable Building Codes. ••• • • • • Maximum Design . gmmure:.. ..• • • • • • • • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• ••• • • • ••• • • Or One or more plies of RUBEROID SBS Heat- We1dTM PLUS, RUBEROID SBS Heat- We1dTM PLUS FR, RUBEROID SBS Heat- We1dTM 170 FR, RUBEROID EnergyCapTM SBS Heat- We1dTM Plus FR, RUBEROID SBS Heat- We1dTM, RUBEROID SBS Heat - WeIdTM Smooth, RUBEROID ULTRACLAD SBS and RUBEROID SBS Heat- We1dTM 25 applied according to manufacturer's application instructions. See Fastening Above • • • • • • • • • • • • • • • • • NOA No.: 09- 0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 30 of 31 WOOD DECK SYSTEM LIMrrATIONS: 1 A slip sheet is required with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens Deck or '/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMITATIONS: 1 Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbsJsq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each side lap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 121bs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F) value of 275 lbf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field - tested, are below 275 lbf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) • =0 � All Drd4dactt lii tee ISer$in shall have a quality assurance audit in accordance with the Florida Building Code • an14Ri 1etg t&e -7Z o Florida Administrative Code. •• ••• •• • • • •• • ••• •• ••• • • • • • • • • • •• • • • • • • • • • • •• • • •• • • •• •• • • • • MIAMI•DADE COUNTY 1 APPROVED ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • • •• •• • • • END OF THIS ACCEPTANCE NOA No.: 09 -0224.01 Expiration Date: 11/06/13 Approval Date: 04/08/09 Page 31 of 31 08/14/2008 14:57 3057518579 mint, miwmt. 2007 ROOFING MATERIALS AND SYSTEMS DIRECTORY ROOF COVERING MATERIALS (TEVM • Roofing Systems (TGFU) Continued Insulation: One or more layers perlite, glass fiber, 3/4 in. min, isocya- nurate. urethane, partite /iso."yanurate composite, perlite /urethane com- posite,1 -1/2 in. min. Base Sheet (Optional): One or more layers Type GI, G2 or G3. Membrane: One or more layers "Ruberoid Torch" (Smooth or Granule), 'Rubereid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or "Ruberoid Mop Plus Granule ". Stufating: Gravel. 7. Deck: C-15/32 Incline 1/2 insulation (Optional): One or more layers pedite, wood fiber, fiber, isocyanurate, methane, perlite /itwcyantrtate composite, pt te/ urethane composite, wood fiber /isocyanurate composite. Base Sheet Two or more layers Type G2 or G3. a Ply Sheet (Optiunalk One or more layers Type Gl. or Granule}, Membrane: One of more layers "Ruberoid Torch" (Smooth "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Granule) or 'Ruberoid Mop Plus Granule ". Surfacing Karnak No. 97,.1 -1/2 - 3 galhjqe Ugavel. 8. Deck: NC Insulation: One of more layers perlite, glass fiber, 3/4 in. min, isocya- :wrate, urethane, perl)te /isocyanurate composite peen/methane com- posite, 1-1/2 in. min. GI, ( or G3. Base Sheet (Optionalh One or more layers Type Membrane One or more layers "Ruberoid Torch" (Smooth or Granule). "Ruberoid Torch Granule Plus ", "Ruberoid Mop" (Smooth or Grande) or "Ruberoid Mop Plus Granule ". Surfadng: Grundy "AL MB Aluminum Coating" at.1 -2 gal /sq. 9. Decic C-15/32 • Incline 1/2 Insulation (Optional): One or more layers perlite, glass fiber, 3/4 in. min, isoeyenurate, urethane, perlite /isocyanmate comtposIt, perlite/ urethane composite, phenolic, 1-1/2 In. min. Base Sheet One or more layers Type G2 "GAFGLAS 4175 Base Sheer, • • hot mopped or meche -dally fastened in place. Ply Sheet One-or more layers Type G1 "GAFGLAS Ply 4", hot mopped • in place. Membrane: "Ruberoid Mop 170 PR ". Surfacing (Optional): "GAF Fibered Aluminum Coating' at 14/2 gal /sq or ° GAF Weather Coat Emulsion" at 3 gal /sq. I0. Deleted 11. Deleted 12. Deleted ted C -15/32 Incline 1/2 anon (Optional): Perlite, fiber glass, isotganurate, • urethane or lire /isocyanurate txunpoeiite. Base Sheet One or more layers Type G2 or G3 base sheet, hat mopped or mechanically fastened. Ply Sheet (Optional): One or more layers Type Gl, hot mopped in . place. Membrane: "Ruberoid Mop 170 FR ". 16. Deb: C -15/32 Incline: 1/2 Insulation (Optional): Perlite, fiber glass, isecyanurate, urethane or perlite /isocyanurate composite, offset 6 az front joints. base street, hot mapped Base Sheet One or more layers Type or mechanically fastened. m Ply Sheet fOptionalk One or more layers G-1, hot m . place. Membrane: One layer "Ruberoid Torch Smooth" our "Ruberoid Mop Smooth ". Membrane fine layer "Ruberoid Mop 170 FR". 17. Dec >ri N4.. . . . �tdine: 1 insulation (fOpel )i l: r•lie. . glass, wood fiber, isocyamrrate, U Shen gl, m 1a t;•L or G3 base sheet, hot mopped or mechanically Ply Sheet (Optional): One or more layers Type Gl, hot mopped in glace. 1 gi `lit 1re es ClaeVeretr 3 uberoid FR" a I/2 simulation (&ptiorielk ellerlitte, fiber tease, wood fiber, isocyanurate, rather% or pe.. icoctanurate can:posste. hot mopped or mechanically fastened. 'r"+•r.•. • • • • • • • • •.• • • • • • • • • • • • • • • • •• •• • • • • •• • • .•• • • • . . • Base Sheet (Optional): One or more layers Type G-2 or G-3 base sheet, ROOF COVERING MATERIALS (TEYT) 195 Roofing Systems (TGFU) Corttinsced Ply Sheet (Optional): One or more layers Type G-1, hot mopped in place. Membrane One layer "Ruberoid Torch Smooth" (smooth), "Ruberoid Mop Smooth ". Membrane: One layer "Ruberoid Mop 170 FR" (granule). 19. Dedc NC Incline 1 /2 Insulation (Optional?: One or more layers perlite, glass fiber, isocya- nurate, urethane or perlite /isocyanurate composite, any thickness. Base Sheet One or more plies Type G1 or G2, hot mopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold applied adhesive at 1 -1/2 gal /sq. Membrane One layer "Ruberoid Mop 170 FR ", hotniopped or adhered with Karnak Chemical "No. 81" or Gibson -Homan "No. 6160" cold apples adhesive at 1 - 1/2 gal /sq. — ••42, e 21. Dacia Incline 1/2 21. Insulation ation (2 Pol Peril*. likes fiber Insulation (Optionalk ptsocyar►vra te, wood fiber. perli any thickness, hot mopped or mechanically fastened. Base. Sheet One or more plies Type G2 "GAFGLAS ;#75" base sheets, hot dropped or mechanically fastened. Membrane One or more plies "Ruberoid ins i"2� Mopped in place. 22. Dabs C-15/32 on . ( wood fiber,. glass Insulation .tOption k Polyi � cyan mechanically fastened. Base Sheet any thickness, hot or more mopped plies T YPe G2 "GAFGLAS f 75" hot mopped Bt:' (hie more , . or mechanically fastened. • . Ply Sheet One or more plies "Ruberoid 20", hot moped in place. Membrane: One or more plies "Ruberoid 30 FR ", hot mopped in place. 23. Desk C-15/32 Incline 1/2 Insulation (Optional): Fiber glass or pe, mecharlieally fastened. Base Sheet Otte or more layers Type G2, hot mopped or mechanically fastened. or mechanically Ply Sheet Two or more layers Type GI, hot mopped y • fastned. • Methane "Rubemld 30" or"Ruberoid Modified Cap Sheet 601 ", hot mopped in plaKa� SSurfacing r ak Chemical "Karnak No. 97 Filtrated Aluminum Asphalt Roof Coating" or "Karnak No. 97 Asbestos Ftee Alumbnun Roof Coaling" at 1 to 2 gal /sq. Indnne 1 Jr , 24. Deck NC glass fiber or wood. Insulation (Optional}: Polyisocpanuta peril m, Base Sheet Type 15 asphalt organic felt or Type G+2, mechanica11 . fastened or adhered with hot roofing asphalt. Membrane "Ruberoid Tbrdt Granule 1" (modified bitumen): Karnak Chemical "Karnak No. 97 prated: Aluminum Asphalt Roof Coaemg" or "Karnak No. 97 Asbestos Free Alumimun Roof Coaling" at 1 to 2 gal /sq. Ida 1/4 ' 25. Insulation at on ass fiber (staggered join' ts)• 1 in each. Iae Shea T Type le G g3 fastened or adhered with hot Bass Street Type r,2, mechanically halt roofing e: "Ruberoid Torch 'Granule 1" (modified bitumen). Sig Karnak Chemical "Karnak No. 97 Fibrated Aluminum Asphalt hoof Coating" at 1 to 2 gal /sq. 26. Deck: NC Incline: l/4 • Mrfacing Granule oak Chemical" 1" "Karnak No. 97 Fibrated Aluminum Asphalt Roof Coating" Surfacing at 1 to 2 / Asp $� sq• 27. Deems NC Incliner 1/2 Insulation (Optional): Penile, wood fiber or glass fiber, 3 in. max, mechanically fastened or adhered with hot roofing asphalt. mezhani- Base Sheet Type G2 or "Flex Base 60" (modified tally fastened or adhered with hot roofing asphalt. Membrane "Ruberoid Torch Granule 1 ", heat fused. • Surfacing Monsey Products "Endure Aluminum Roof Coating" "Weather Check" or "Pro -Grade Aluminum Roof Coating". 1 5 gal /sq. 28. Deck: NC Incline: 1/2 Insulation (Optional): Perlite, wood fiber, glass fiber or isocyanurate/ urethane board, 2 in. max, mechanically fastened. mechanically fastened or Base Sheet •Type G2 (modified bitumen), add with hot roofing asphalt Membrane "Ruberoid Torch Granule 1" (modified bitumen), heat fused. LOOK FOR THE UL MARK ON PRODUCT • MIA M I�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by Jftrge L. Acebo. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: Product Polypro'I AH160 Foampro® RTF1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofmg Roof tile adhesive Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polyproo AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Dimensions Test Specifications N/A TAS 101 N/A N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment Results 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. Polypro® AI1160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® A}1160 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. 2i W F'= MS NOA No.: 06- 0201.02 Expiration Date: 05 /10/11 Approval Date: 04/13/06 Page 3 of 7 Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Renmv top portion of the save cowse cover tile. Abut to second course of pan tiles. Nom cave ad of pan and aver ties are flush at eave line. Rave closure (mortar SittM11) Optional2a4s for 1) Place enough adhesive to achieve 11 to 23 steep square es In contact Oh the pan tile aPPOeaGotrs Inches 2) Turn covets upskle down. Place adhesive 1/2 In. To 1 In. From outside edge of aver the. Theo install the the. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nall through plastic cement Sin. I x 3 in. Single paddy on under - layment Single paddy on top of tile Single paddy under tile Paddy (between tile) Paddy (under tile) Eave course in. X 7 in. medium size paddy eave Fascia course only Nail through plastic cement sin.x 3 In. Single paddy on underiayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Nall through plastic cement Underlayment * in.x 3 in. Single 41n. paddy on under - layment Single paddy under h1e Single paddy between tIle 21n. x 7 in. medium she paddy eave course only Single paddy on top of tile Eave Course Fascia Weephob Eave closure Drip edge Single paddy between tile Eave Closure 2 in. x 7 In. medium size paddy save course only Fasda END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7