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RF-07-1830Trepat III 611111° 1741N(1-- Miami Shores Village 8R I z. WW Building Department Q II ,. n 1 0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 'I 1, Permit g a.69...-(e30 BUILDING PERMIT APPLICATION FBC 2004 Master Permit No. Permit Type (circle): Building Electrical Plumbing O wner ' s N (Fee Simple Titleholder) 13 4 Q.t.- . �.e., Phone # Owner's Address 1(5v (j) 1 O� . e'' r L Qk, Q City riiie,r, f State 1� . Zip ?1'O Tenant/Lessee Name Phone # Mechanical Job Address (where the work is being done) 11 $ (03 (Zo 6 5 City Miami Shores Village County Miami -Dade Zip .35 15b FOLIO / PARCEL # i 31o1 — ® — 0030 Is Building Historically Designated YES NO arm c re7 37 Roofing Contractor's Company NamelitE.' E Da SEW, Cc'S. Phone # CiS t4 - 33L. °0gg 1 Contractor's Address Q 6 0 62.trylivraibx, PK , Wit✓ 300 City 1-1TLf -fli • State Zip dl Qualifier Name ai ItJ)3 fll Rom' Phone # CiSt4 - 33( 0,S ( State Certificate or Registration No. C.0 C 5 $ 3c - Certificate of Competency No. Architect/Engineer's Name (if applicable) 4,1 Phone # Value of Work For this Permit $ ISoo'D . O Square / Linear Footage Of Work: Type of Work: ❑Addition ❑Alteration ❑New• ❑ Repair/Replace ❑ Demolition Describe Work: f Pt✓0EU�p't ( ate LiCJI it TCGCm 5 Pious ******** ** * ** *** **** * * * * *** * *** * ** * * *** F *** * * ***** *** *** * *** * * ** * ** **** Submittal Fee $ Permit Fee $ 2C0 .0 CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ ro StfirctarntRev w. Total Fee Now Due $ .00 i * . -i N -rI ' • See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 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 issue bsence of such • osted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Contractor ip The foreg i ing instrument was acknowledged before me this , day of Signature Owner or Agent The foregoing instrument was acknowledged before me this day of , 20 _, by ar-i C3'�G' 5s z4,1 who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: (Revised 02/08/06) o �� e'. J. S. ALBERICO ?* * i *. MY COMMISSION # DD 677220 - ��., .: EXPIRES: May 22, 2011 " 484„0. Bonded Thru Notary Peek Underwriters APPLICATION APPROVED BY: State Zip Zip (s`6 20" , by Ou i i Pe 44:5 , who is personally known to me or who has produced as identification and who did take an oath. NOTARY LIC: Sign: Print: . 1"r• c'1 ii MY COMMISSION # DD 951730 * ' °� ,`} EXPIRES: April 30, 2014 My Commission Expires: 9 o rs - Bandana Budget N 7 Soles My Commission E Plans Examiner Engineer Zoning Inspection Number: INSP -70057 Permit Number: RF -8 -07 -1830 Scheduled Inspection Date: October 04, 2010 Inspector: Bruhn, Norman Owner: COLEMAN, BRIDGET Job Address: 118 NW 103 Street Miami Shores, FL 33150- Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 RE ROOF TILE AND FLAT PERMIT RENEWED 09/7/10. Passe d. _ Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 69207. CREATED AS REINSPECTION FOR INSP- 69133. No ladder, no permit or uplift report for inspection.12 /5/07 CG 12/13/07 No ladder for the 2nd time of inspection available. Uplift report OK, on file CG UP LIFT TEST IN FILE 6/ October 01, 2010 For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Work Classification: Tile /Flat Phone Number Parcel Number 1131010220030 Phone: 954- 979 -2137 Page 33 of 33 PERMIT NO. TAX FOLIO N . f I' SIOI -1 RIGA COUNTY CF DADE I HEREBY CERTIFY IFY at this py of the .gigina' iikc [n this r. 1 • an J ®Y �f 0 STATE OF COUNTY :OF MIAMI-OM ; THEiJ herelsy notice that improvements w ill be ma b tar v i i. ' -' bt . ,: . property, arid in accordanee aria in 713, Flo tldaStatutes, the folio •' , is provided In this Noticeaf Eommliaement..- • ._ Space above reserved for use of recording office 1. Legal description of property and street/address: CrOLO CREST Us - - q eLIC t 11'S 1-■143 0 � 1' I't'i 2. Description of improvement: 3. Owners) name and address: 1..h..0 t e rte .ST vn i rimes flntLd r� 3 31 S� Interest in property: Name and address of fee simple titleholder: 4. Contractor's name, ad''ress and phone number: t ik et � — i..r_ 31 01065 al�ge� G,lrnn o are 3 14i1R�rr4 66 3v:33�i 5. Surety: (Payment bona required by owner from contractor, if any) Name address and phone number: Amount o! bond $ 6. Lender's name and;addl' .ssel !•- 7 Pers ins :..!thin the State ki` F villa designates "owner upon whom notices or other documents may be served as provided by Section 71313(1)(a)7 , Flc1d4 Statutes, Name,_ dress and p A 8.. In addition to himself, Owners de ,ynat`es the following f person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone iiiirliben Y .. • f4 NOT OF. COMMENCEMENT A RECORDED COPY MUM, VE POSTED ON THE JOB SITE AT TiME OF FIRST INSPECTION anlu Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DAG_ .Th or oinr: Instrument was acknowledged beforeme this O By ET Bit 1 IndMdupo.y or ❑ as 123.01 -62 PAGE 3 3/10 P •'� for (lowing type of !dent of Notary Public: Print Name: (BEAT):. u Title/Office MAALI - 11111111111111111111111111111111111111 .1111111 CFN 2010R0664871 OR Bk 27439 Ps 0375; (1Ps) RECORDED 09/30/2010 12:15 :35 -HARVEY RUVIIIr CLERK OF COURT MIAMI -DADE COUNTYr FLORIDA LAST PAGE ,.A 020 Officic` Seel. (Ircu! and r/Partner/Manager Prepared By f3 K4t 4[s 13 iz4 !411) Print Name t3Kip 4E7" 51(47-41 lJnder penalties;of plow y { t = t thave read the foregoing and - , . that- tile •fMcts stated. In It p , to the best of my knowledge and belief. Signature(slibf Owner(s) r dwrxer(s)'s Authorized Officer/Director/Partner/Manager who signed above: 9. Expiration date of this Notice of Commencement - 4 (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS. MADE BY-THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUF( PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE Or COMMENCEMENT By IEST LOCATION U UPUFT PULL TEST L LEST LOCATIO U UPLIFT PULL TEST T TEST LOCATIO) U UPLIFT PULL TEST T TEST LOCATIOF U UPLIFT PULL TEST Z ZEST LOCATIOF U UPLIFT PULL TEST T TEST LOCATTOF U UPUFT PULL TEST 1 1 1' 2 26 3 3 5 51 7 76 1 101 1 126 2 2 27 5 5 7 77 1 102 1 127 3 2 28 5 53 7 78 1 103 1 128 4 29 5 - 5 54 7 79 1 104 1 129 5 3 6 3 31 1 1 5 56 8 81 1 106 � �'1 7 3 32 5 57 8 82 1 107 ' ' 1 132 8 3 33 \ \ 5 58 1 108 i i 1 133 9 3 34 5 59 8 84 1 109 j j" 1 134 10 3 35 , , 6 60 8 85 1 110 1 135 11 3 36 6 61 8 86 1 111 1 136 12 3 37 6 62 8 87 / / ' 1 137 13 3 38 6 63 8 88 / / 1 113 1 138 14 3 39 6 64 8 89 1 139 15 4 40 6 65 9 90 1 115 1 140 16 4 41 6 66 9 91 1 116 1 141 17 4 42 6 67 9 92 / / 1 117 1 142 18 4 43 6 68 9 9 ' 1 118 1 143 19 4 44 6 69 9 94 1 119 1 144 20 4 45 7 70 9 95 1 120 21 4 46 7 71 9 96 1 121 1 146 22 4 47 7 72 9 97 1 122 1 147 23 4 48 i i 7 73 9 98 1 123 1 148 24 4 49 i i 7 74/ 9 99 1 124 1 149 25 N N4 c 5 50 / /15 1 100 1 125 1 150 431614770814016915, Jam: Lab. Certification /# 01- 1224 -05 ROOF PROBLEM5 ? ?? UPLIFT TEST EXPERTS A -1 CONSULTING ENGINEERS, INC ROOF STRUCTURES CONSULTING ON SITE CONCENTRATED UPLIFT LOAD TESTING ROOF TILE IN ACCORDANCE WITH METRO -DADE BUILDING CODE COMPLIANCE TAS No. 106 SITE SPECIFIC INFORMATION Owner's Name: Permit #: Job Address: //9 f Y "P. M.®vz// 72 Y. /3 Roofing Contractor: 7 7 4V Type of Tile: 4 C� Date installed: Approximate Roof Height: /2 feet Roof Pitch: 3 /l2- Type of Access to Roof: / Scaffolds Ladder Other Approximate Square Footage of Roof: 2 L ft 2 Required Testing Force: 35 lbs. Testing Equipment: F.G.E. 100 Date Tested: ////4 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMENTS OF DADE COUNTY, WITH NO DEVIATIONS. THIS REPORT SUBMITTED BY: Remberto Contrer P.E. # 21522 A -1 CONSULT4,IVG/ENGINEERS, INC. 4383 S.W. 70th Ct, Miami, Florida 33155 • Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: CeII (305) 609 -6388 • SPANISH: CeII (305) 498 -9804 A -1 CONSULTING ENGINEERS, RS, INC ROOF STRUCTURES CONSULTING UP LIT TEST EXPERTS Owner's Name: Job Address: Roofing Contractor. 14 0 age bdoei T • 11 /'JW 0 S T Type of Tile: S p A Approximate Roof Height: 1 .- Type of access to Root . Approximate Square Footage of Roof: Required Testing Force: 35 I . s )ate Tested 11 07 sr Date Installed: feet Roof Pitch:' Scaffold 014 Ladder. 2-d' ft 2 SKETCH OF ROOF Number of Tests: 1■-it iAm � 3►J'� ►6 1 • ►S , ao Permit#: REVISED DATE • Other Certification No.: 07. -b�p3 Renews: 01- 1224:05 4383 S.W 70th Ct, Miami, Florida 33155 • ��-. . • . Telephone (305)740 -9550 • Fax (305) 740 -9550 ENGLISH: Cell (305) 609. 6388•• SPANISH: Cell (305) 498 -9804 BUILDING PERMIT APPLICATIO FBC 2004 Permit Type (circle): Building Job Address (where the work is being done) Contractor's Company Name Miami Shores Village 10 Building Department k 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 T t , 795.2204 Fax: (305) 756.8972 CE eatey'AQIN Owner's Name (Fee Simple Titleholder) . 5 1 t2.1 QC -let 15 2.Q,V) Phone # Owner's Address I I 0 itkl) ) O &" City YY) 1 k rYl l �y1( !�" State 1. Tenant/Lessee Name Phone # l 0 n) 103 .. City Miami Shores Village County Miami -Dade FOLIO / PARCEL # 1'1 5 )0a – 0Z2.— Is Building Historically Designated YES NO Permit No. !W 1 ( Th0 Master Permit No. Zip 3?)) Sn Phone # Q 2010-1 Zip 3 Address )-fl s l e1' Cit C'� - C - `5 State .t_.. zi .. Z ®l 1' 5 Qualifier Name JQ,e .X S. Phone # State Certificate or Registration No. 2CJ)S 3" L77 Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: Type of Work: ['Addition ['Alteration ['New ❑ Repair/ReIS1ace Describe Work: r2_-el )1 . 51 VI A I. u �S A„constaittribri ❑ Demolition *********** ** ** ** ************* ** * * **** ************* ** **** ** * * * * ********** * * * ** **** Submittal Fee $ Permit Fee $ 3 J CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ 6 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ & A-- 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 0 er or Agent Signature Contractor The foregoing instrument was acknowledged before me this � The foregoing instrument was acknowledged before me this 7-7 day of Oa , 2C , by f day of btl , 2(P ? by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: My Commission Expires: APPLICATION APPROVED BY: (Revised 07/10/07) Y° R(>I31.Rf C7t IIERREZ (n\I\IISsl # DD50222 RI s, D 27.2009 as identification and who did take an oath. NOTARY Sign: Print PO My Commission Expires: 1,10I11:11T til.'i IERREZ qi} (U\INIISSI0N # 1)1)5(122 )11z1;S: Dec. '_ _20 riorf��'✓�ta"1' ;Frvice.com * **> K***********•x******:*** * * ** axe::* *> k:><>#* ****:>< *** *** +********** *** *******>K******** *** **** * * *** ************** Plans Examiner Y Engineer Zoning • Roof stem Manufacturer. a I �l • 44!! � r Notice of Acceptance Number: DLO -- n S2(0 _ O Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: - y' P2: 9 S. 1 P3: 15 . Maximum Design Pressure 2- (From the NOA Specific System): 2 . =' i�= r ;, r; r it ii ? ° F Method of tile attachment: i itc) 41 i Miami ., Shores Village APPROVED D 123_01 -48 5/03 PAGE 4 Roof Slope: :12 Section D (Steen Sloped Roof System) ZONING DEPT _ BLDG DEPT lir / M Steep Sloped Roof S stem D = . , $ J t , MPLIAN f /Wrn -1 ALL FEDERAL Deck Type: nsulation: Ridge Ventilation? High Velodty Hurricane Zone Uniform Permit Application Form. S 8 cox Pt 4 ocxacJ ype Underlayment: Fire Barrier: Mean Roof Height: 1 1 Florida Building Code Edition 2002 STATE AND COUNTY RULES AND REGULATIONS III SO 22-Co N astener Type & Spacing: � ' It rZ. shank 1 DAT dhesive Type: C SP -L--1- ype Cap Sheet: qo OrrACQ. \i oof Covering: C -sa- f valor CO/C! a - Type & Size Drip - 6 16 Edge: I ✓ ' 3' ` 2 (U Cia , 1 M Required Moment Resistance* Mean Roof Height 15''. 20' 25' 30' 40' — Roof Slope 212 34.4 38.5 38.2 39.7 42.2 3:12 322 34.4 36.0 37.4 39.8 . 2 39 r xlr: ,1 512 28.4 — 30.1 31.8 32.6 34.0 6:12 264 28.0 29.4 30.5 32.4 7:12 24A 25.9 27.1 282 30.0 23_01 -48 5/03 PAGE 5 1 Florida Building Code Edition 2002 High Velodtty Hurricane Zone Uniform Permit Application Form. Section E (Tile Calculations) For Moment based dle systems, choose either Method 1 or 2. Compared the values for M the values from M1. If the Mt values are greater than or equal to the Mr values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" (P z I. = —_ - Mg: = M NOA Mt (P a A. m — Mg: = N42 NOA 11ft (P3: a A. ® ______) — Mg: _ NOA Mt Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA M *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (Pi • al: = a w:= ) —W: a cos 0: = F NOA F' (P : a l: = x w: _ _) - W: a cos 9: = F NOA F (P3 : x I: = a w: = ) — W: a cos 0: = F NOA F' Where to Obtain Information Description Design Pressure Mean Roof Height Roof Shape Attachment Rice Required Moment Resistance Minimum Ate Resistance Required Uplift Resistance Avel ttTile Weight Tile Dimension Symbol P1 or P2 or P3 H 0 M Aerodynamic Multiplier Restoring Moment due to dasvity Mr MM F' F W 1= length w= width Where to find RAS 127 Table 1 or by an engineeting analysis prepared by PE basedonASCE 7 Job Site Job Site NOA NOA NOA Calculated NOA Calculated NOA NOA All calculatiams must be submitted to the Building Official at the time ofpemalt appllcaticm. BUIWING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NO TICII OF AC CRPTANCIE (NO.4) P Products, Inc. 11715 Boudreaux goad Tomes TX 77375 SCOPE: This NOA is bring issued under the applicable rules and regulations the use of The docu etlt submitted has been reviewed by the BCCO and cc construction materials. P Product Review Corwin' to be used in Mang Dade County by the Building Code and Product Jurisdiction (AM. uu► and other areas where allowed by the Authority Having This NOA small not be valid altar the exphstion daze shod below_ The BCCO (In Miami Dade County) and/or the A assurance J (m areas ether than Dade County) reserve the right to have this product or material tested for quality reposes. if this product or material .foes to perform in the wed , the matsufachner will incur the t of sand} testing and the AEU may y r, or the use of such product within their juasd cteon. BCCO asetswes the O that this produt t or material fails to meet the it'll 3s determined by BCCO lids 1 t is-_approvcd Win and Inc been designed , sgne to with the High Velocity Hurricane Zone °f at fly el Huai DESCRIPII RENEWAL after a has been filed and there has been i change n the . , „. ......e ofdila product. no TERMINATION of this NOA will occur after the expiration date or if has been a revision or materials ,' for r at pr od= o Misuse of this NOA as an change in the pact for sales, � or any shall c� of any with any section of this NOA shall be mane fin a thi NOA. Failure to comply ADVERTISEMENT: the The NOA number preceded by the words Miami -Dam Count ciao daze may be displayed in y, Florida, and followed by 1 e dares in its entirely. B any portion of the NOA is displayed, theme it shall and shaft be INSPECTIONs A copy f�� NOA shaU be to at the ' of by Building maw . or its distributor job site at the request of the Official This NOA reams NOA No 0I- 0521.02 and consists ofpages 1 through 7 The sub nitted station was reviewed by .TRrte I, Acebo. MIAMI -DADE COUNTY, FLORIDA METRO- DADS }LACIER MELDING HO WEST FLAGLER STREET, SUITE 1603 MUMI, FLORIDA 33130 -1563 (305)375 -2901 FAX (305) 375 -2908 NOA No.: 1.02 Expiration Date: 051101ii Approval 04/13106 Page 1 ot7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Piro® AB160 as manufactured by Peiytoao® Products, Inc. as described in Section 2 of this Notice of Acceptance. Far the locations where the design possum requirements, as detemmined by applicable building code, does not exceed the design pressure vas obtained by calcn1a1ions in compliance with Roofing Application S adard RAS 127, for use with approved flat, low, and high profile rooftiles system using Polyp MI Wye the calculations are done as a based system ply placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: hMlbgt Polyprol® AH160 N/A Foaraproet RTF1000 N/A PmPack® 30 & 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade CometyPseduet Control Accepted Roof Tile list moment a velum with the use of AH160 Assembly having a NOA which 3�Am roof Me adhesive. PHYSICAL PROPERTff$: ftInsmiz Density Cove Strength Tensile Strength Water Moisture Vapor Dimensional Stability Closed Cell Contest Rhaseslats TSE ins TAS 101 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASIM D2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing sing Equipment Results 1.6 lbs./R. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PS/ Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Ian +007% Volume Change @ -40° F., 2 weeks 46.0% Volume ( r l58°F,100% thimirlity, 2 weeks 86% Note: The physical properties listed above are presented b3' arxspted ASTM hest as ty* al average values as determined ant! are subject t ► normal nnulasteturing variation. NOA No.: 06 0201.02 Expiratkm Date: 05/10 /11 Approval Date: 04 /13/06 Page 2 of 7 EVIDENCE SUMMED: ED: Test A ey Test idemdther Test Name/Report Date Center for Applied Engrg #94-060 TAS 101 04/08/94 257818 - 1PA TA3 101 12116/96 25- 7438 -3 SSTD 1143 10/25/95 25 7438 25-7438-7 SSTD 11-93 11/02/95 Milos Laboratorus NB 25 - 7492 SSTD 11-93 12/12/95 D 1623 02/01/94 Polymers Division Kamtech Laboratories, Inc. 9637-92 ASTM E 108 04/30/93 South Research Institute 0I4743-011 ASTM E 108 11/16/94 T, y 01-6739-062141j ASTM E 84 01/16/95 7050.02.964 TAS 114 03/14/96 Celotex Corp. Testing Services 528454-2-1 TAS 101 10/23/98 528454 -9-1 528454 --104 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. Fun cbaireation is not part of this acceptance. Refer the Prepared Roof Tile Assembly for fire . Polypro® AH160 shall solely be used with flat, Iow, & high the profiles. 3. Minim undedaymeut shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile meninx:tures acquiring e for the use of?ol (belt tie assemblies shall test in a with TAS 101. 3rP A1Il 60 roof tile adhesive with 5. RoofTile manufactures =lulling for the use &HANDI-STICK goof tile eve with their tile assemblies shall test in accordance with TAS 101 with lion 10.4 as modified herein. F= �2 . MS NOA Ara.: 06-0201.02 Expiration Date: 05/19/11 Approval Date: 3/96 Page 3 of 7 INSTALLATION: 1. Poly AH1 may be used with any roof tie ashy having a current NOA that lists uplift resist values with the use of Polypi°® AH160. 2. Polypro® AH160 shall be applied in compliance wi h the Componazt App section and the corresponding Plate Details noted herein. The loaf tits assaeahly's adhesive attachment with the use of Polypro®AH160 shall p wvide sufficient atiachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance did in. compliance with Miami Dade County Roofing AppliCation Standards RAS 127. The adhesive ant data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in acandence with Roofing Application Stud RAS 120, and Polyfnein Products, Inc. Poly/nog AII1 60 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Fri Trained ' appioved and licensed by Polyfoam Products, Inc. Polyfoam Prods Ine. shill supply a lid ofannoved applicators to the authority having jurisdiction. 5. Calibration of the Foai g equiPment is requited bed application of any adhesive. T cmix ratio between die "A" component and the 5 B componeatahall be maintained between 1.0- 1.15 (A):1.0 (B). The dispense timer ahall be to deliver 0 0175 to 0.15 pounds per tile as determiasxt at oablaation. No outer Batiks& abaft be approved. 6. Polypro® AH160 shall be allied with Foam pro RTF1000 or Pre 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed pity to sunlight, it Tiles mast be adhered in fceshiy applied adhesive. Tile mat be set within 2 to 3 minutes after Polypro® AH160 has been mod. 9. Poles AU160 platens= and minimum ply weight shall be in aecordrmce with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 3: Adhesiive Placement For Each Generic Tile Profile Tile Pry Plat, Low, Kt& Profiles High Profile (2 Piece Barrel) Fly Low, High Profiles Placement Detail #1 #1 #2 Fat, Low, High Profiles Single Paddy Weil Min. Wants) 35 17 /side on cap and 24 Two Paddy Weight per paddy Mile. trains) N/A N/A N/A 8 I.ABELD1G: All Polypro® AH160 cone shall comply with the Standard Conditions listed herein. BUILDING PERM' REQUIREMENTS: As required installation of this system. mat a� g code in order to properly evaluate the NOA No.: 064201.02 RePlevuloa Datc °sna/ii Approval Data 04113/06 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATt NOA No-: 064201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA Na: O42O1.O2 Expiration Daft 05/10/11 Approvai Date: 04/13/05 Page 6 of 7 Macaw PLACEMENT Drum 3 DOUBLE PATn END OF THIS ACCEPTANCE NOA No.: 06- 0201.02 Exaration Datft 45/18/11 Approval Date: 04113 Page 7 ell Inspection Date: 10/03/2007 Inspector: Rodriguez, Jorge Owner: COLEMAN, BRIDGET Job Address: 118 103 Street NW Miami Shores Village, FL 33150- Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Building Department Comments Tuesday, October 2, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roo Inspection Type: Tin Cap Work Classification: Roof - Nev Phone Number Parcel Number 1131010220030 Lot: Phone: 954- 979 -2137 RE ROOF TILE AND FLAT ©c, c)0- Passed Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments /lam L.0 fie ,47z Page 2 of 2 RE ROOF TILE AND FLAT Inspector Comments mv to P E . c i 6 et- i D7 �I � Cd ©t) &`►14L F-k Passed 7 r 4 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -59986 Permit Number: RF -8 -07 -1830 Inspection Date: 10/03/2007 Inspector: Rodriguez, Jorge Owner: COLEMAN, BRIDGET Job Address: 118 103 Street NW Miami Shores Village, FL 33150- Project: <NONE> Contractor: THE HOME DEPOT AT HOME SERVICES Wednesday, October 3, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1131010220030 Lot: Phone: 954- 979 -2137 Page 1 of 2 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Owner's Name (Fee Simple Titleholder) _0 hone # Owner's Address ' \ `c!) 10.?") '5T City 0 � tat Tenant/Lessee Name Phone # Job Address (where the work is being done) 1. I Jt L 5T'' City Miami Shores Village County Miami -Dade J 1 FOLIO / PARCEL # ° t \ • l CA • C Is Building Historically Designated YES Contractor's m Contractor's Address Company \ (4 Na City Qualifier Name State Certificate or Registration No. Architect/Engineer's Name (if applicable) � Value of Work For this Permit ,41 l S 0 0 b Type of Work: ['Addition Describe Work: " err CAA ei o* Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 'IC-- zip ° lec Alteration DNew �.� FL T Permit No. Master Permit No. AUG ig id 2 '7 2007 ........ Zip SCo Phone # Zip — 3 -U43 Phone # Certificate of Competency No. Phone # Square / Linear Footage Of Work: 2 1 7 X 1 Repair/Replace ❑ Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ ar Permit Fee $ 3 00 CCF $ q ® CO /CC Notary $ Training/Education Fee $ 3 rf:) Technology Fee $1 ° Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ .JdJ 1 • ��l See Reverse side - Bonding Company's Name (if applicable) //Ar 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 su sted notice, the inspection will not be approved and a reinspection fee will be charged Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this a2 (o The foregoing instrum- t was acknowledged before me this 2_(=) day of A A (AST 20 Cr? by \'��`�'e7- CI)ACRItti# 20 D3by 11, ■3� ∎..) .� t§.personally known t e or who has produced who ' onall kno r to e or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: !OMISSION # DD502225 IR • ► , ,,,,., ,r* ter; ** * * * * ** * ** *** *, *** *** ***** * * * * * * *, * * * **** **** * * * * * * * * * *** * * *** *** * * * * * * ****** ** ** ** * * **** * * * * * ** APPLICATION APPROVED BY: (Revised 02/08106) NOTARY PUBLIC: Sign: Print My Commission Expires: Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON TIE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. W. 1 5't TAX FOUO NO.1 .310k ` t. 5a 50 STATE OF FLORIDA COUNTY OF MIAMI -DADS 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 Legal 1. Le o f _ g description of pr and street/ L-5� z 1 - � ° fib — C- .. 2. Description of improvement: 6 �" Interest in property: Name and address of fee simple titleholder: 4.Co1 5. Surety: (Payment bond required by owner fro Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by 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 d y erent date is specified) Signature o caner Notary Public Print Notary's Name My commission expires: 12301 -82 PAGE 4 8/02 tipo Owner upon BY Print Owner's Name lS 4642- Sworn to and subscribed before me this. 1 day of , Zfti 1 RY-1tO ETT P 'c, State of Florida comm. exp. Nov. 30, 2007 Comm. No. DD 270566 , 20 0 '7 11111111111111111 11111111111111111111 11111111 ORIGINAL CFN 2007R0861390 OR Bk 2 892 Fps 2042; Ups) RECORDED 08 /30 /2007 1O :29:41 HARVEY MIN? CLERK OF COURT MIAMI—DADE COUFIT'i'r FLORIDA LAST PAGE Prepared by ed as 0 123 01-48 5103 PAGE 2 J i . Mater Penult No. Contractor'. Name Address \ i wuJ 1 Flory Building Code Editloll HIMICai10 Zi0110 UnIfolii1 11 • . •• • • • •• • }, • • • �'� • Process No. • Ai i' A' ogle An nallrat ROOF CATEGORY • • v • • • 1 • • . • • Low Slope Roof Area (SF) Steep. Shaped. Roof .Ana (SF) Total (SF) • • • • • 0 Mechanically Fastened Tile Vi 0 Metal PanelfShhlglos 0 Wood ShIng1es/Shakes Are the re 0 Prescriptive BUR.RAS 150. : Gas Vent Stacks? Yes. D No ROOF TYPE Type, Natural (3 P 0 New Roof oofing 0 Recovering 0 Repair 0 finance ROOF SYSTEM INFORMATION 12-C9 2 (0 _ 2 - 1 X38 . won B (Ro f Rani Sketch Roof Plate` Illustrate an level$ and sections, roof drains, scuppers, overflow scuppers and oar drains. 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IMM8MM11.11Mi IUMi!IrI14Iap 18M*•t•>t11811.M111 mii1111M111M<m IIII111U UiIUUMMUN IUUU• W s W umwr ••MMi.uMr6.■ frlrtr••••••4•ia ■M•1•••••lr9 1MMMM.MuUMMMMMMM.6... m 4MMMMMIMMI11 I•►1111••i••II•NL. J U.•M111111 111111 ■M11•MUM11.11IUGIM11110 811 I•IMMIIM■ ••UI1•..•IIM.IMM••MMMIMuUMM. 71111" UMM MMMM4 ilM •M4•MMMMMMMMMM117u1MMMMM *MMMIMM■ r..M1M11.•I1M•1•.111.MM0MMM11'.a i .4 41'7 MMMMMMMMMMMMMMMMMM ••MMM•MMMMUMMMMUM ■MMMM•MMn u■M11MI11If•1.11•■11.■Iauu � st_. MMMMMMM.M 11.• M..I MMMMM•MMUMMM4MMM.11MMCMMMUMM1111M■ 7. w. m.. 1" MMMMMMM• ML.• 11MMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMMINWIN rH■ 111111•••U44UUU..•Mi11.11.11411.•....4 ■■111111. 11114. 11•M.41111•M•M.4.MM•.444M11■11••.r•• CQ5 ALA 2 7 200 *aim et and. Mkt 81*MB Roof Assembly Compoeeads IONOWIllenufaidurer (We eboMpona tisadmit, idene*as VA") Spam Uandedurec eAF NOA Noy —Cr-4O I . OS Deny* Wind .Penswes. Flom RA8128 orCaicudalone: r 'S R'?.3p w•'4 °eet"' '" °e N°A De* PLVWOOJD ei gelTlrolsrese: 5/a Slope; : i I I t 2 " . h euk non Baia Layer, ease'iroviidion Sine ad $eee inanition FastenedVdiea w Top inanalion tayer; N�l Top won Sias and Thids 1141A Top insieUoq FastenedBoxing . Board . BaeeSheegs) & No. dPly(s* 14 IL ease Sheet FadenedBonding Markt 14/k Ph► Sheetcs) & No. dPly(sA . Ta9 P1lr, 41-C S St$PF b Tap • Cods : • • : zone Pa , Xnni : : : .: ... • •:, :.,.• • • . • Fasflalrrofl levediiitiptie . Sheet Attachmedt 9 rims o a . woe w co Caner: wOQ Lap. #Row ,ekeof Nulbsr ofd Per won r r - W I A aye,.. N .: -C OmPonenla Med and D * an Appi Wes,: Eteesr, Edge Tejon. MO* Flaaidng, :Cordintioua. Vii►. Base Fes, Coffer- Flashing, Heim of Base FjOrift, c.wosiO.ktategial, Maki* Thicken*: F TYPe; Fes' Spacing or that Comply with RAS 111 and t 16. SUNNED SPEET 60 G y l- ZP+f_' x '75 5iBvoo t • E. • •. • 14/04 Mean Roof System Manufacturer:" � l sT�� e • • T . .. . . . ....... Notice of Acceptance Number.: ,5 G 0 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations ): . P1: °- L i5 P2: 9S • ( P3: '15 % ( Maximum Design Pressure (From the Product Approval Specific Syste : B6Nib 11 15.34, ROOF ASSENIBUES AND ROOFTOP STRUCTURES • • ••• • • • ••• •• •• • • • • '•• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• Florida Building Code .Edition_ 2004 . Igh Verity Hurricane Zone Uniform Peruijt Application Forms •. r • : : ' • • • Section D (Steep Sloped Robf:S rstei • • • • • • • • • • • • • ••• •� • • • 127 Slope: : 12 Mean Roof Height: 11 Steep Sloped Roof System Description \ Deck Type: ype Underlayment Insulation: s lg rT cDtc pa .A9 oo-r-D 3(4 it►-STw -t 22 co IJ AN- Fire Barrier: I C Fastener Type & Spacing: Adhesive Type: Type Cap Sheet: Roof Covering: Type & Size Drip Edge: ( ))4 >z.5Efootr Tr FLORIDA BUILDING CODE — BUILDING „ - ..... -- . Where to Obtain Information Description Symbol . Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope 0 Job Site Aerodynamic Multiplier x Product Approval Restoring Moment due to Gravity M g Product Approval Attachment Resistance Mu Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F. Product Approval Required Uplift Resistance Fr Calculated • Average Tile Weight W Product Approval Tile Dimensions L = length W = width Product Approval All calculations must be submit ed to the building official at the time of permit application. M required Moment Resistance* Mean Roof Height -,I• I Roof Slops 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 42.2 3:12 32.2 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 - 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4' 7:12 24.4 25.9 27.1 28.2 30.0 For Moment based tile systems, choose either Method 1 or 2. Compare the values for M,. with the values from Mu If the M f values equal to the M values, for each area of the roof, then the tile attachment method is acceptable. • • W2- • • • • • • • • : . Method 1 "Moment Based Tile Calculations Per RAS 13" • • • P � • • -- I S °rim 2 t I � M 1it� - M 558 Product •oval�vl ! 3 • • • (P2: R S . x at,O =91,39 - Mb 's- - = m � 1 /�+ Product Approval Mfb (P : -cts. 1 x Qq '3 - {) - Mg = M r 3 L 1 0 (co Product Approval M f 3 From Table Below FLORIDA BUILDING CODE - BUILDING Florida Building Code Editign 2004 . . • .. High - Velocity Hurricane Zone Uniform Permit Applit atio nfon� • t 0 • • •• • • • • • • xL = xw: = -)-W: x cos = F,2 • Section E (Tile CalculatrorSS)' • • • 0 • • Method 2 "Simplified Tile Calculations Per Table Below" Product Approval Mr I�OOF■ASSFMBWES•ANDAGGSTOP STRUCTURES •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for 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 method is acceptable. Method 3 "Moment Based Tile Calculations Per RAS 127" (p x L = x w: = _ ) - W: x cos 0 = Fri Product Approval F' (P2: Product Approval 1: 0 = F r 3 Product Approval F 15.35 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Roofing Products LLC 1575 East C.R. 470 Sumterville, FL 33585 v ." • • •• •• • • • • • • • • • ••• • • • • • • •• •• • • • • • • • ••• • • • • • • • ••• • • • • ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NIIA • bADI COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 141 WEST€LAGL , 4191TE 1603 • • • • • iM SWAM 38130 -1563 (3(r) v5i29r. FIX (305) 1x75 -2908 •• • • • • • ••• •• SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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: Capistrano Concrete 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 hall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigers NOA No.: 06- 0526.08 Expiration Date: 10 /05/11 Approval Date: 10 /05/06 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Deck Type: 2. PRODUCT DESCRIPTION Manufactured by App licant , Roofing 07320 Roofing Tiles Concrete Wood Test Dimensions Specifications Capistrano Concrete L =17" TAS 112 Tile W = 12 Thickness = Trim Pieces . 1= varies TAS 112 w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier PRI Asphalt Technologies ERPF - 001 -02 -02 Redland Technologies 7161 -03 Appendix III Redland Technologies Letter Dated Aug. 1, 1994 Redland Technologies P09647 -01 Redland Technologies PO402 94-083 94-084 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. • • ... • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ... • • • • .. • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • ... • • • .. • • • • • 1. SCOPE This approves a new roofing system using "Capistrano Concrete Tile" as manufactured by Eagle Roofing Products LLC in Sumterville, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. Product Description • • • High profile concrete roof tile. For direct deck or battened nail -on applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date TAS -112 Aug.2006 Static Uplift Testing Dec. 1991 TAS 102 & 102(A) Wind Tunnel Testing Aug. 1994 TAS 108 (Nail -On) Wind Tunnel Testing Aug. 1994 TAS 108 (Mortar Set) Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Static Uplift Testing April 1994 TAS 101 (Adhesive Set) Static Uplift Testing May 1994 TAS 101 (Mortar Set) NOA No.: 06- 0526.08 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 2 of 6 • ••• • • • • • • • • • • • • • • The Center for Applied 25- 7094{3, 6 & 9) Engineering, Inc. The Center for Applied 25- 7120 -(1 & 2) Engineering, Inc. The Center for Applied 25- 7183 43 & 4) Engineering, Inc. The Center for Applied 25- 7214 -(3, 4, &7) Engineering, Inc. The Center for Applied 25- 7804 -4 Engineering, Inc. Celotex Corporation 520111 -3 Testing Services 520191 -2 -1 Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Calculations Calculations • • • • • • • • • • • • • • • • Static Uplift testing TAS 102 Static Uplift Tooth TAS102 •. Static Uplift Tesf ng • TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 102 Static Uplift Testing TAS 101 Static Uplift Testing TAS 101 Aerodynamic Multiplier Restoring Moment Due to Gravity • • ••• • • • • •• • • • • • •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •• • • • • • • • • • • ••. • • • • • • • • • • • • • • • • • • • • • • • • • • • .•• • • • Oct. 1994 • i • • Feb 1395 •• March, 1995 Sep. 1996 Dec. 1998 March 1999 Sep. 2006 Sep. 2006 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with chapter 29 of the SFBC. NOA No.: 06- 0526.08 Expiration Date: 10 /05/11 Approval Date: 10 /05/06 Page 3 of 6 • • •• •• • • • • acme 1: Average weight (W) and Dimensions (1 x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Capistrano Concrete Tile 10 1.417 1.04 Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens 2 -10d Ring Shank Nails 28.6 41.2 N/A 1 -10d Smooth or Screw Shank Nail 5.1 6.8 N/A 2 -10d Smooth or Screw Shank Nails 6.9 9.2 N/A 1 #8 Screw 20.7 20.7 N/A 2 #8 Screw 43.2 432 N/A 1 -10d Smooth or Screw _ Shank Nall (Field Clip) 23.1 23.1 N/A 1 -10d Smooth or Screw Shank Nail (Eave Clip) 29.3 29.3 N/A 2 -10d Smooth or Screw Shank Nails (Field Clip) 27.6 27.6 WA 2 -10d Smooth or Screw Shank Nails (Eave Clip) 38.1 38.1 N/A 2 -10d Ring Shank Nails' 33.1 48.1 N/A lion with a 3° files haa t�hn 4. INSTALLATION 4.1 Eagle Roofing Products LLC Capistrano Concrete Tile and its co tp mont: s I bg %g at • •' in strict compliance with Roofing Application Standard RAS 118, RCS ;? ; a i $A$.f20C • ' • 4.2 Data For Attachment Calculations • Capistrano Concrete Tile Tile Profile Capistrano Concrete Tile Tile Profile Capistrano Concrete Tile . Installa Tile Profile Battens 6.68 Table 3 :; 3 ":12° Direct Deck 6.99 Table 2: Aerodynamic estbring Battens 6.57 A ( ft Batten Application 0.300 oments due to Gravi Battens 6.44 5 ":12° Direct Deck 6.73 M •• 6 ":12" Battens Direct Deck 6.28 6.56 Table 4: Attachment Resistance Expressed as a Moment - M (ft Ibf) . of 2%2 from head of tile. • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • ••• •• A (ft rect Deck Application 0.277 Greater than 7":12" Battens Direct Deck 6.10 6.38 NOA No.: 06- 0526.08 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 4 of 6 Capistrano Concrete Tile 1 See manufactures corn Table 5: Attachment Resistance Expressed as a Mo for Two Patty Adhesive Set System Tile Tile Application Profile Adhesive nent = • • royal for installation r = • uirements. 2 f`Fie itte Products G_ ompannJ TileBond lAve_rage weight per patty 10.7_ grams. Po Moam Product Inc. Average weight per patty 8 grams. EAthfr FLORIDA CAPISTRANO CONCRETE ROOF TILE LABEL, SUMTERVD.LE PLANT (LOCATED ON UNDERSIDE OF TILE) • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •MInlAtutn Attac me _Resistance - 29.3' • JL •► ••• x064,0 • • • Table 5A: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Single Patty Adhesive Set Systems Tile Tile Application Profile Capistrano Concrete Tile Polyfoam PolyProTM Polyfoam PotvProTM 3 Large paddy placement of 83arams of PotyProTM. 4 Medium paddy placement of 24grams of PolyProTM. Minimum Attachment Resistance 66.5 38.r Table 5B: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar Set Systems Tile Profile Capistrano Concrete Tile Tile Attachment Application Resistance Mortar Set 24.5 5 Tile -rite Roof Tile Mortar. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". NOA No.: 06- 0526.08 Expiration Date: 10/05/11 Approval Date: 10 /05/06 Page 5 of 6 • • • • •• ••• • • • • • NAIL HOLE • ••• • ▪ • • • • ▪ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • . 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 • m9 y g applicaLte� 1 d�ng'rdden • • order to properly evaluate the installation of this system. .. • : ; • ; • • • • • PROFILE DRAWING CAPISTRANO CONCRETE ROOF TILE END OF THIS ACCEPTANCE • •• • • • •• • •. • • • • • • • • • • • • • • • •.. • • NOA No.: 06- 0526.08 Expiration Date: 10/05/11 Approval Date: 10/05/06 Page 6 of 6 • • • .• • • • • • • • • • MIAMIDDA BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) The Dow Chemical Company 901 E. Kankakee River Road Wilmington,, IL 60481 • .. • • • • • • . .. • • • • ••• • • • • • • • • • NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 1 of 8 • • • • • • • • • • • • • .. • . . ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .... • .. ... MIAMI!DADE M N*, FLORIDA • METRO -DADE FLAGLER BUILDING 140 WEST FLA s('1t,'SUI 'i6p3 1 1i r r1 b F I.O1 1 II;Qs 3 C 30-15 63. (3051475490: 'mac 303) t.6•29011 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 BCC() 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: Tile Bond -Roof Tile Adhesive 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- 1011.01 and consists of pages 1 through 8. The submitted documentation was reviewed by Jorge L. Acebo. ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Typical Physical Properties: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2842 ASTM E 96 ASTM D 2126 • • • • • • • • • • • •.• • • • ••• • •. • • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • •• • • • •• ••• •• • • • • Roofing • • 07320 Roof Tile Adhesive " • • • • • "' Polyurethane Components or products manufactured by others: Any Miami Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of TILE -BOND roof tile adhesive. • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • SCOPE: This approves TILE BOND as manufactured by The Dow Chemical Company, as described in this Notice of Acceptance, designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. For the locations where the pressure requirements, as determined b not exceed the design pressure values; as obtained by calculations in compliance with y applicable R h uilding do TILE-BOND, and where the attachment AS 127, usi ng calculations shall be done as an uplift based system. PRODUCT DESCRIPTION: Manufactured by A— pl hcant Dimensions Product Description Tile -Bond Factory premixed canisters Single component Polyurethane foam roof file adhesive Results 1.91 lbsffit. 10 PSI @ 10% deflection 17.0 ibf@ 180°F, 65 %RH for 90 days, concrete to concrete 3.96% absorbed by Volume 2.67Perm / Inch 1.01% Volume Change @ - 40 ° C., 2 weeks 10.44% Volume Change @70 ° C., 97% Humidity, 2 weeks NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 2 of 8 LIMITATIONS: 1. Fire classification is not part of this acceptance. • ••• • • • .•• •• •• • • • •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • -• • • • • • • • • • '• • • • • • • • • • • . • • • • • 100 • • • •. • • • 00 ••• •• 2. TILE BOND shall solely be used with flat, low, m • 3. Minimum underla �� and high tile pro�ileg � � : ;' . Yment shall be in compliance with the Roofing Appfic�fion Standaid It 1 • • 4. Roof Tile manufactures acquiring acceptance for the use of TILE BOND roof tile adhesive with their tile assemblies shall test in accordance with RAS 101 with section 10.4 as modified herein. if! w 5. F' =i INSTALLATION: 1 . TILE BOND may used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of TILE BOND. 2. TILE BOND 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 TILE BOND shall provide sufficient attachment resistance system, to meet or exceed the uplift resistance determined in expressed Roofing based Standards RAS 127. The adhesive attachment data is noted in the roof tile assembl OAppfi on 3. TILE BOND roof the adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and The Dow Chemical Company TILE BOND Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by The Dow Chemical Company. 5 . Pressure treated wood filler block shall be required on all cave course of all tile profiles, except on two piece barrel the 6. Tiles must be adhered in freshly applied adhesive. Tile must be set within 4 minutes after TILE BOND has been dispensed. 7. TILE BOND placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. MS • Table 1: Adhesive Placement For Each Generic The Profile Tile Profile Fiat / Low Profile Medium Profile High Profile ( Head) High Profile (Nose) Two Piece Barrel Placement Detail #1 #2 #3 Minimum patty Weight per tree (grams) 11.1 11.0 22.0 11.0 11.6 NOA No.: 06-0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 3 of 8 LABELING: All TILE BOND containers shall comply with the Standard Conditions listed4iergin: • BUILDING PERMIT REQUIREMENTS: Any documentation required by the Building Official or applicable building code in order to properly evaluate the installation of this system EVIDENCE SUBMITTED: lream Test Identifier Test Name/Report Center for Applied Engineering South Research Institute Walker Engineering, Inc. Celotex Corp. Testing Services 25- 7512 -1 25-7512-2 25- 7512 -3 25- 77512-4 25-7781 257794 -2 01.8366 -014 N/A 520111 -1 520111-2 520111 -3 520111 -4 520111 -7 520111 -8 520111 -12 520135 -3 520135 -4 520135 -5 • • • • • • • • TAS 101 TAS 101 TAS 101 TAS 101 Physical Properties Testing SSTD 11 -93 ASTM E108 -95a • • Evaluation of Test on a Two -pad System TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 TAS 101 • • .•• •• •• • • • • • • • • • • • • • .•• • • • • • • • •• • • • is • • ••• • • •• •• • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • •• ••• •• • • • • • • • • ••• •• Date 01/25/96 01/25/96 01/25/96 01/25/96 11/07/96 10/03/96 February 1997 12/16/97 12/28/98 12/28/98 12/28/98 12/28/98 12/28/98 12/28/98 12/28/98 02/01/99 02/01/99 02/01/99 NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 4 of 8 • ••• • • • • • • • • • • • • • • • LOW (FLAT) PROFILE DETAIL #1 • • ... • • • ... .. .. • • • .. . . • • • • • • • • • • • • • • ... • • • • • • • • • • • • • ... • • • • . .. • • • . .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .. • • • ADHESIVE PLACEMNT DETAIL .. . . • .. ... .. • • • • • • • • • 00 • • • • • ... 00 NOA No.: 06- 0417.02 Eton Date: 08/23/11 Approval Date: 07/13/06 Page 5 of 8 MEDIUM PROFILE DETAIL #2 • •. • . • • • • .•• • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • .•• • • • • ••• • • • • • • •• • • • • • i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • •. •• • • • • . • • • • • • • • • • • •• • • • • • •.•• •• NOA No.: 06- 0417.02 Explratlon Date: 08/23/11 Approval Date: 07 /13/06 Page 6 of 8 HIGH PROFILE DETAIL #3 • • .•• • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • •• • • • •• ••• •• • • • • • • • •• • • • • • ••• •• NOA No.: 06- 0417.02 Expiration Date: 08/23/11 Approval Date: 07113/06 Page 7 of 8 BARREL PROFILE DETAII. #4 END OF THIS ACCEPTANCE • • •• • • • ••. • . • • • •. •• • .. . . . . • • • • • • • • • • ••• • • • • • • • • • • • • ... • • • . • • • . • • • • • • • • • • • . • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 000 • • • • . • • • •. ••• •• • • • • • • • • • •• • • • • • • •0 •• NOA No.: 06- 041702 Expiration Date: 08/23/11 Approval Date: 07/13/06 Page 8 of 8 SerAangtgligfonmentragwasymema GAF NAM/AM C0 1361 ALPS RD WAYNE, 03 07470 USA UL online coons Di m.... • TGFU R1306 Roofing Roofing Systems ... • .. • • • •• • • • .•• • • • • • • • ••. • • • • • • • • • • • • • • • • • ••• • .• • • • • • •. • •.. • ••• • • • . • • • • • • • • • • • • • • • • • ••• • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • • • • • ' • •• • • • • • ••• •• R1306 "Rebook, 20* or bould MOd6Red Base Sheet' may be naked as an aBenaoe to Type 62 base sheets S any of the bffmring 1/2 In. thick (min) gypswn board or 1/4 in. thick (min) G-P Chan DensDedr® may be used in anry d n6 want hie deck on. When this is done, the resulthig rooting system is acceptable for nse over dot (15/32 in. min) roof dedes. The johns o the gnaw board and ovedaymeit board ame offset 6 Nn. with the for is In the deck U polystwene is part of the nod system, hE must be placed below the overlayment bond. Also, multiple Pbes °, CAFG.AiS Ply 4' ar 'Pip 6' may be adhered 1a G-P Gypsum De 0edfiA in het asphalt 'ErtogyGtnard Ultra' Is an acceptable operate to in any applicable Classification. 'GAF Strom Bimitabhr Venting ease She (qua)' may be mechanic./ attached or hot mopped ewer nonconeustble decks and as a recover over misting roof systems. GAFGLAS Pane h>s on may be hind as a corer board over ion in any of the foaming systems. Unless othenvise indicated, the roof imitation b mechanically imbued, adhered vditi hot mopping asphia adhesive. Polystyrene reroute include or urethane inn Refeencestrhgrass fiber insulation iihdude'6ergyGuard Fiberglass Insulation% ASPHALT HILT SIMM A=TM HOT 800!1810 ASPHALT Type 62 asphalt glass mat base sheet ('GAFGI.AS #?3 Bane sheet" or VAR3LPS #80 UMW ) is a stele altemite for Type 61 asPilalt glass fiber Pb sheet C O M A S P l y 4 ' or . GAFG A S Ph 6' ) in the G a s s A , B or C roof systeds ideated beton. The roof dedc may fist be eoveied with a Type 62 asphalt glass and base sheet `GAF Sbatauaat star Venting MR Sheet (Perforated,' or Stratavent Eliminator Ong Base Sleet (P I bit)' . Perforated to be mopped and naiiebis to be medenically Waded grannie slit down. As an option Type G2 asphalt fly mitt bale she ('GAPQAS #75 Base Sheer, VARSAS4110 ULTIMA° or '"f# Strainvent anon Venting Base Sheet Mailable? may be substhuted for GI aspbait gins flier Pty sheet MAMAS Ply 4' Ply ) as the nailed base ply in the Mowing systems. :; Bottom ply or base she may be solid mopped, spot mopped or medenicaIy fastened. Unless otherwise indicated, all insubtbns may be hot propped or may fastened. 'CAMAS Mashing' or void' may be used fbr flashing h any of the Class A, B or C systems 9sted beioMw. When *petite' is referenced, this b* s'GAFJBtis PERHALM' or any other Is. aassded pewee ton• hugJ /cue ulcomicgi- lin/XYV/template/LIS XT /1 ... 10/11/2006 : The use of gypsum board • ..: • : • • • • • • .: • • • viddrmun gypsum board is an ate any of the following Caass A, Bar C • • • .. • • • ' • • • • • acceptable alternate for Ins ulation C-15 /32 'the�►a=h�g� Tfie sq Qf +frin. The r use of polystyrene insulation board between minimum 44-in. thick Yrene/uerpte) Is a suitable alternate tar PD1 board In deck with. Isocyanurate board In dte following spar Write/MP . .. �� • • • • any the b � Ot "Tapered Ener9YGuard RA" or " • • • • • • • • • • • • • • • following karlpng, • • • • • • • � � � Y � • • �Y Atlas polyi3rocyinurare n In Trumbull "Perms. Mop" may be utilized with any of the g RsphaR Felt Systems with 1foR t9 ApF1a • : • • • • • GAFGaAS *8o Premium Base Sheet may be used ay attic d • in t e following systems. • • • • • • •• • • • Gt►FGU►S Flex • • • • • • • �Y 6 " is • a suitable alternate to "OAFGUS Ply 6 ". "GAFTEMP Permalite Recover Board" may be used gr Bat of any perlite insulation In any of the Mowing Unless otherwise indicated, any of the " NC Classifications. '� Felt Sys with Hot Roofing Asphalt" may be `faced with "Flreshield MB" at 2.5 - 3.0 gal/sq. Class A, B and C Hot roofing asphalt, for use with organic and glass felts or modified bitumen membranes. "Ruberoid Heat weld" SOS roofing membrane may be used h%iteu of "Rut eroid Mop" SW pro hi any applicable t3abslflcatton- 1 . Deda C-15/32 Indlad 3 2. Dees C-15/32 —� Inseam 2 Class A In (( ): — One or mole layers pe e, wood fiber, glass t Ply Sheet: _ ,.. — Three or more plies Type ° 'm any 6", .no,A urethane, P�fbe/�socya'"r'ate composite, �.,. or . • ' '°- Insulation (optional);.— One or more layers pulite, wood fiber, composite, wood ides Ply Shue�et: — .One ply TYPO l AS or PP1y 6". mamas. urethane. ur�lta mite • Cap Sheet". 3. Deck NC Iodine: 2 on (final): — One ormore layers prate, wood fib fi flair. aerate/urethane compote, wood fter/Iso ieo g, CaP =One 11r G3 TY6e 'I Ply 4 I Ply G ft�Bte/rsok.Yanurate 'CAMAS t4neral Surfaced Cap Sheet" • 4. De<fa NC Ili 1/2 P � — O or twa laytl fr. , hot mapped, gravid surfaced Cass A glass fiber mat Sysbppk S. Dade C -15/32 Dram 1 SHp S (optional): — Re Base — rosin paper, nailed to aedc. Ply Streeb — �rpma� ` 2 • GAFGLAS Base Sheer (may be na . Cap Sheets — One ply Type G3 "G,AFQ.AS Mineral S �Y 6 ". 6. Deco NC Iodine: 3 Base Sheet: et; e y Type G2 SAS #7S Base Sheer. Y e Cap herb —one . more piles Type G1 SAS Ply 4• or "GAFGIAS Ply 6". ply Type 63 "GRPGIAS Mineral Surfaced Cap Sheet". • httn: / /database.ul.eom/cei- bin /XYV em>ol ate /USEXT /1 FRAMFJshown:we. him i ?narnc -T A /11 nnn7 BUILDING CODE COMPLIANCE MICE ofcco) PRODI1C1 CONDIM.DIMON NOTICE OF ACCEPTANCE (NOA) GAS' Material Corporation Alps R00 WaPle, N 7470 C EON iPaRIDA ME RO BUILDING 140T FLAOL191 s M • MUAMOTORDAMOVIa : : C 2 n5-35 4 1 ,4X 00) V • ... • • • . •• • • • • • ' • •• • • • O. • • •• • • • • • •• • • • • • ••• NOAN. 03-050L05 Expiration Date 1140NI8 Await Dated 2309 Page 1421 • • • • • • •• This NOA is being issued under the applicable rules and regalations governing the use of construction mauls. The documentation sabmittod has been reviewed by the BC CO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and ate areas where • allowed by the Authority Having Jurisdiction (MB) This NOA shall mg be valid aim the expiration date stated below. The A+ai-Dade County Product Control Division (In Miami Dade. County) and/or the ASf (in areas other than Miami Dade County) reserve the right to have this pooduc t or material tested for quality assurance purposes. ff this product or matand fags to perform in the .accepted manner, the manufacturer w iii incur the• expense of such tenting and the -AEI may immediately revue, 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 Coning Division that this pmt or material falls to meet the requirements of the applicable building code. This product is approved as descrft ed herein, and has been designed to comply with the HO Velocity Hurricane e Zone of the Florida Building Code. DBSCBJPTION: GAF Coal Bul t-Up Roof System fm Wood Deck. LABELING: Bach unit shall bear a permanent label with the manufactarefs name or logo, city, state and following County Product Control Approved °, unless otherwise died RENEWAL of this NOA -shall be considered after a renewal application has been filed and these has been no cringe in tips applicable building code negatively affecting the per6 m nee of this product. • TERMINATION of this NOA will occur after the eaphat'ion date or if the has been a revision► or dump in the =tens' br, use, and//or menufacmme of the product or process. Misuse of this NOA as an =doomed of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Faitu te.to comply with any sectiarof 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 etas date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shalt be daub in its ear. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufactuter or its di s and shall be available for inaction at the job site at the request of the Buiag Official. This NOA renews NOA /102-0408.09 and consists of pages 1 through 21. The submitted documentation was reviewed by Hank Zuloaga, RRC • Deck Type 1: Wood, Non-insulated Deck Dom; • • • • • • • • ••• • • • • • • • • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • ••• >s 42 or greater greaterpIywoo or wocd plank decks .•. . •. .•...•. ••• ••: • • • • • • • • • • • • SystentType (1): sheet mechanically :.. • All Gent and System Limitations shall apply. • • • • •• ••• •• Base s GAFGLAS #80 •. • Base Sheet, SIRATAinil � N R U B E R O I D Modified Base Sheet, R[71 0lte R • • SBS HeatWel:Pm Smooth or RUBIE .OID SBS Heat Weld 25 base shed mechanically fastened to deck as deserilmd below; Fastesdng Optiomu GAPO AS® Ply 44i, GAPGLAS Flex Mylm 6, GRAS #75 Base Sleet or any of above Base sheets attached to deck with approved annular ring shank mils and tin caps at a faster spacing of 9" ac. at the lap Anggered, and in two rows12" o.c. in the flak!. (Maxim= Design Pie -45p,f See General l tel) • GAFCLAS® Ply 4®, GAFGLAS Flex P1y 6, GAF LAS#75.Base Sheer or any of above Base sheets attached to dec kwith.l 1 Tec (GAFff1 E) #l2 ar #14 Scum and 3 " Plates, 12" me. in 3 rows. One IOW is in the 2" side lap. The brows are equally srecedapproximately 12" o.c. in the field of the sheet Maxims Design P r im e -45 pi; see General l y F7) cMI IA S Flea kGAPG . AS #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 staggezed and in two rows 9• o.c. in the field. Oltausurn Design (Mw Prenstre -52.5 p Sex General Desitation 67) CAMS #75 Base Sheet or any of above Base sheer attached to deck with Drill -Tee (GAME) #12 or #14 Ssrews and 3" Plates, 12" o.c. in 4 rows. One mw is in the 2" side lap. The grows are equally spacedapplosimately 9" oc.in the Scent,of the sheet. f p s Didgn Press= - 6 O * See gessind s t Any of above Base sheets gybed to deck approved =darling shank nails and 3" inverted Dxlll -Tee (GAFTITB) insulation plates at a fastener spacing of 9" o c. atthe4 "lap staggered in tworow$ 9" in thefield. Design Prelim. -60psJ See Cienerel Limitation � GAFbS #75 Base Sheet or any of above Base sheets attached to deck with Drill Tec (GAF7TTE) #12 or #14 Screws and 3" Plates, 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced apgaro d mutely 9" o.c in the field of the sheet Maximum Design Press -75 mg See Genoa Limitation #7) Ply Sheet t��mema nitaa of eta e� or V e� GAFGLAS® PLY 6® ply sheet, #80 Ultima, RUBEROID MOP Smooth.or UBBROID 20 adhered in a full mopping of approved amt applied within the EVT range and at a rate of 20- ( Ora . _ • >> GAFG A.AS® hrme al Cap Sheet adhered in a fidl mopping 20.4 of approved asphalt applied within the EVT'ange and at a rate of s q Capes NOA No: 03450105 Expiration Data 11104/08 Approal Date 1423/03 Page 18of21 (Required Rno sheet is .... cap sheet • l'natall ogee of the follow�mg: 1. GAF Special Roofing Bitumen with as rate of 20 l lsq ap.. • application rate of 1.5 gaUsq.; a GAF wimp* I cpA di : • • ( Matrix 305 abated Emulsion) with an apglicgulte.tate o r 3 q.; dr PierniumBbezed AlumimantRaof Coating (Matrik SystddirrvAluminam Roof Coating Flbend 301) with an rate of 1.5 gal./sq. Z Asphalt flood coat at an application rate of 60,4/qq. p: Mathis &Mel Of shig with an application rate of 4001 /sq . di 30p • 3. Top Coot Surface Seal SB (Matrix 602 SB Caa lop 11�Bes • • • (Matrix 715 MB Coatlmg), GAF Wejeote or WeatherCote LOW VOC bfatomm Design ROW at rate of 1 - 1.5 gaVsq p e: See Faitening Above • NOA Noz 034 OLDS Eqdredon Datas WOWS ApProvid DatrIQlTM Page 19of21 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • w a • • • • •••• • • • • • • • • WOOD DECK Sysi LIMITATIONS: • ••• • • • ▪ • ••• 1 A s)ior sheet. tegoaad with Ply 4 and Flex Ply 6 when used as a inecinrieallyfasterd o'... •••• •••• •. • Mi 2. a m w' Dress Deck ar 1 Types % gypsum board is • • • . wood deck � 0°° • �° • • • ov� GENERAL LIMITATIONS: •• • • • •• ••• •• • • • • • • • .• • 1. Fite c . is not part of this •. • • • • . • • • • for fire ratings of this product, refer to a coamt Aeci; �a>eaiats Insulation may be installed in multiple layers. The first k shall be attached in compliance with 1hoductConthtpl Approval guidelines. All otlua'layers shall be adhered mat full mopping of approved asphalt aPplhed within the EVTrnnge and at arteof 20-4016s,/sq., ormechanically • attached using the fasteniig pattern Of the top l 3. All standard panth sizes are acceptable for 1 attachment. When applied in approved Panel s shall be4'x4'um. 4. An oveiay andloer recovery board insulation panel is zequired on all Abortions over closed cell foam insulalirme when the base sheet is fully mopped, If no recovery bored is used the base sheet shall be applied using spot mopping with approved asphalt,. 12" , 24" o c. or stdp mopped 8" ribbons in three rows, Cie at each sidelap and one dowa.the cedes' of the sheet allowing a continuous area of vim. Encircling of the. ships is not acceptable, A 6" break shall be placed every 12' in each ribbon to allow Gross ventilation' . Asphalt application debar system shall be design at a minimum rate of 12 Ibs/sq. Note: Spot attacked *tams . shall be limited to a maxim= pressure of pot 5. Faster spacing for insulation attachment is based on a brmimanm antacteristio Force (F) value of 27516 , as anted in compliance with Testing Apps Standard TAS 105. Ifthe fastener value, as field- tested, are below 27516£ insulation attachnang shall not be acceptable. • 6 Fastener spacing for mechanical attachment of am /base sheet or Membrane amrchment is based • on a minimum fastener resistmice value in conjunction with the zumdmum design value listed within a specific system. Should the fastener resisbmce be less than that requited, as detemrined by the Bow Official, arevised listener spacing, prepared, $geed and sealed by a Rod di. Reentered Architect, or Registered Roof Cow may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application s TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and comer areas shall comply with .the enhanced Wig pes requitements of these areas. Fastener .dmsites shall be increased for both insulatiOn and base sheet •as calculated in compliance with . Application Standatd RAS 117 (When lids limitation is referred within lids NOA, Goal limliation #9 wID not be app.licab e,) 8: All attachnrent and siring of p nailer% metal profile, aadkrfiashiag tenninadon designs shall conf tin with Roofing Application Standard RAS 111 and applicable wind load reqrdrements. 9. The h designed listed shall be applicable to all row pressure zees (Le. field, pis, and corners). Neither rational analysis, nor entsPolatkat shall be pehzortted for enhanced ( thistihiEa p roses (i e. perimeters, extended c and comes). specifically be applicable.) • referred within this NOA, General Limitation 87 waist 10. Ali produce listed herein shall have a quality assume audit in accordance with the Florida Building Code and Rule 9B-72 of the Florida Administrative Code. . END OF THIS ACCEPTANCE • ••• • •• • NOA Not 034501.05 Date:lii0008 • Approval n1 . Page 21 e[21 SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFJC 1JOJJ FQ(t jtQ®f ING1, • • • •; CONSIDERATIONS • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and stancl9Rig of jncttry for roofing system installations. Additionally, the following items should be addressed as part gf 1! agreen ift ttetweeti the owner and the contractor. The owner's initial in the adjacent box indicates that the jdmp* inn r.xplgiind. • • 1. Aesthetics Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring units (Le. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. 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 Iowa -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. J 6. Overflow scuppers (wall outlets): tt is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. ere 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the Owner's /Ag'nt's Signature Date il8 NNQ tO3s Property Address s-A, co t1- S t-®as -5 3 1& Rev.7/20/2005, Computer Services, Building Department Permit Number ORIGINAL • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • •••