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RF-07-1770_ . re-roof color thru tile terracota color spanish S • c4 8'. *1 Passed Inspector Comments MV 114 Qt:Z i cr Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled re-inspection fee is paid . until ..... ........................ • U * .. .... ... .... .... . ... • ...... • Inspection Date: 08/24/2007 Inspector: Grande, Claudio Owner: ALLEGRA, FRAN Job Address: 1160 98 Street NE Project: <NONE> Miami Shores Village, FL Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building De artment Comments Thursday, August 23, 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 1132050180390 Lot: Phone: 305-757-2612 Page 2 of 2 Miami Shores Village Building Department • " 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING . r��� ( e Permit No. PERMIT APPLICATION O 1 9 2009 aster Permit No. FBC 2004 BY: Permit Type (circle): Building Electrical L: umbing Mechanical Owner's Name (Fee Simple Titleholder) Owner's Address , / � 6,o /) fit' City Tenant/Lessee Name $ State Job Address (where the work is being done) City Miami Shores Vill. • e County Miami -Dade Zip 3'�' / J FOLIO / PARCEL # /f 3 2-o U/i - 03 9 Is Building Historically Designated YES NO 1/ Contractor's Company Name 6 Phone # 3. 4 — 7.17 Contractor's Address /9" /✓ 9? 1 t' City Anligt Sir State Zip 31' r Qualifier Name cA- 11/00/ a Phone # 3 05: :7 IL State tertificate Registration No. CCe Q / I Certificate orCompetency No: Architect/Eineei '` Name (if applicable) Value of Work For this Permit $ Type of Work: IDAdditio Describe Work: le Structural Review. $ ['Alteration 4 //x t* //60 NE 79' sr Phone # 50ci 9 Zip 3 � 0 Phone # Phone # Square / Linear Footage Of Work: a, 6 7 [New 1 Rep egla fl Demolition * ** ** * * ** * * * * * ** : ****** *** * * *** * * * * * ** F ees * * * * * *** ** * * * * * * * ** * ****: *** * *** * * * * * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Total Fee Now Due $ 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 Stat 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 inspectio which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not . = approved and a reinspection fee will be charged. Owner or Agent The forego' ` g instrument was acicn� ledged before me this 1 Y day of vlll 2a, �r ( 41r AtI if 50,4— who is personally known to me or who has produced Sign: Print My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) t : i4?, IhentigtitifebudtpartioRr Cathenne A. Commission # DD85��1 w,. g:ires: mQp{ pT13 U nu mC a • © d3.1m e an oath. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Signa Zip �icu- NLk�lra�"� Contractor / y The forego" g instrument was acknowledged before me this / O day of i1G- 2(Q , by fA4)` e% 1) Q j rAP who is personally known to me or who has produce oath. .i1 Sign: Print:. 4 ja,err k A My Commission Expires: ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Plans Examiner Engineer Zoning 'Return to: I Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 'Bill To FRAN ALLEGRA P.O. BOX 530921 MIAMI SHORES, FL 33153- Date Fee Name 11/19/2009 Expired Permit Renewal Fee Thursday, November 19, 2009 Invoice Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Invoice Number: RF -11 -09 -36459 Invoice Date: November 19, 2009 Permit Number: RF-8 -07 -1770 Bond Number: 'Comments: Fee Type Calculated Total Fees Due: Fee Amount $300.00 $300.00 Payments Date Pay Type 11/19/2009 Check Check Number Amount Paid 5142 $300.00 Change $0.00 Total Paid: $300.00 Total Due: $0.00 re -roof color thru tile terracota color spanish S Infraction Passed Comments TIN CAP SPACEING False Passed 4 Inspector Comments MV AS G ifita L047,-;". Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Date: 08/24/2007 Inspector: Grande, Claudio Owner: ALLEGRA, FRAN Job Address: 1160 98 Street NE Project: <NONE> Miami Shores Village, FL Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Thursday, August 23, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Phone Number Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Parcel Number 1132050180390 Lot: Phone: 305 - 757 -2612 Page 1 of 2 Project Address 1160 NE 98 Street Miami Shores Village, FL Owner Information FRAN ALLEGRA Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Permit Issue Date: 8/23/2007 Permit NO. RF -8 -07 -1770 Permit Type: Roof Work Classification: Roof - New Permit Status: APPROVED Expiration: 02/19/2008 1160 N.E. 98 STREET MIAMI SHORES FL Parcel Number 1132050180390 Block: Lot: Contractor(s) Phone OBENOUR ROOFING SHEET METAL F 305 - 757 -2612 CeII Phone Phone Valuation: Total Sq Feet: Type of Work: Re -Roof Additional Info: COLOR THRU Classification: Residential Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $14.40 $4.80 $300.00 $12.00 $7.50 $338.70 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Thursday, August 23, 2007 Total Amt Paid I Amt Due $ 0. 00 Payment Type: $ 0.00 $ 0.00 QX2QU C ID Applicant FRAN ALLEGRA Available Inspections: Inspection Type: Final Roof Tile In Progress Up Lift Report Tin Cap Hot Mop , In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. August 23, 2007 Date CeII $ 23,240.00 3000 1 BUILDING PERMIT APPLICATION FBC 2004 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 laamomi LE 06 2 1 AN 111J sY:- M� Permit No. eFcY7- d'7 70 Master Permit No. Permit Type (circle): Building Electrical p Plumbing Mechanical Owner's Name (Fee Simple Titleholder) h (, e lie e / Phone # Owner's Address / / 6 ( N g 0 r S - City Pr FM t S hb 1 C S State r! � Zip ?3 13a Tenant/Lessee Name Job Address (where the work is being done)` 1 It V ®`[ s i- Phone # Zip 31-3c46 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Compan Namec e h) o &O +1 Phone # b) c 1 ‘ f 2 Contractor's Address 4 o 1 o e 6 Ai t. suri A101 Cit U.10 LW, ' V or c., State F Zip 33 c y Qualifier Name j' A vn e) h 012 eP 0 .,• Phone # State Certificate or Registration NCO 0 a i t{ 3 b L Certificate of Competency No �� 0 Architect/Engineer's Name (if applicable) Value of Work For this Permit $ a (.. b Type of Work: ['Addition OAlteration ['New Describe Work: CO() V ' C.° v4 Lc Submittal Fee $ Notary $ Scanning $ Bond $ i2 - Structural Review. $ Permit Fee $ Training/Education Fee $ Radon $ DPBR $ Phone # Square / Linear Footage Of Work: 62 6 Clew .c4--4 C'_>t * * * * * * * * * * * * sir brit * * ,riir * ir4il * ** * * **** Fe * **ii******** * * *** *sir*** * ** ** * ** ** t,t*+ ** * ** CCF $ 14 o il CO /CC Technology Fee $ 1. Zoning $ Code Enforcement $ Double Fee $ Total Fee Now Due $ Repair/Replace ❑ Demolition C 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 b ' ap_roved a reinspection fee will be charged Signature Owner or Agent The fo - going instrument was acknowledged before me this day of , � � 20 by who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: * * *t* * ** * * * * * * * * * * **t U A APPLICATION APPROVED BY: (Revised 02/08/06) Contractor The fore oing instrument was acknowledged before me this day of f" 2004 by, ✓4i t e) QI V, who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: T ®1? ? � r p p CJ HE a f I r'_�?.1�J t ') i� - „d d„��gL��C9 .P�+ I .1) Fflij ,� ?tP� �3i93 /FS 110 **,0 * *** ***,r,t***, E 4Iti i e , , cilia ,t e, !G * *** * * * **** *�r,r,�,�t,r,�*** ALlU.= gJOZu+13 4,0, dIDC� te r ` c �o�sn� ®,, % Plans Examiner Engineer Zoning A RECORDED OF COMMENCEMENT COPY MUST os POSTED um THE JOB ' SITE eT TIME up FIRST INSPECTION PERMIT NC). SI+reoFFuOpooA: COUNTY oFxxsm/'oaoe 7 n� umD8 - 1SIGmBo hereby gives notice Thai |o`pnvemei,s Will be made ,00ercuin u/up accordance wnn CAap�/7i3.F|ohduSm��u the information l Laga| o*oorpUon or property and street/address: 0 6) , ±%��L .�� r t� s J�-� ����} �� -�� / ° w • 2. Description of improyement: 1 e Owner(s) --� �nels name - - - - % 4 ��� Name and address ot tee simple titleholder: _ _ �� - ' ---------' Contractor's name and addles �� m � - ------ D. Su/Cit : UPaynle[t bond required by owner l - con----^--'-�==� ,� ,,_` ^_~ address: xcontractor �Gny ��n��un�u��xamo:_ //uuot bond 13_ O. Lender's omm* and addnaas 6/4naTu cn Owner Hm� Om/a/'s Nan)* _--__ Sworn co and subscribed before 1.1 = .` 4 `°0 \ Nu�u[Pub|kc 001111iliSSiOil expires: Ilarant cATEL, r2i" ;17IDF;A' EXPIRES: LIAR, 07, 2009 X80NU�0N0�KU0UNNXUNU8UN0UUU00NUNUNU U8NNU8U0NUNK�NUNN0UUU0KU0UN0N8UU00UN0UN�UNUN CFN 2nn7R0832908 DR Bk 25874 Ps 1877; (1ny) RECORDED 08/22/2007 11:11:39 HARVEY RUVIN, CLERK OF COURT MIAMI-DADE COUNTY, FLORIDA LAST PAGE STATE OF FLORIDA, COUNTY OF ()AD 1 HEREBY CERTIFY that this is a tr py of the origin filed in this office n do"." day of WITNESS my HAR |\ lv Official Seal. � i � �� ' '� Courts �( — 4���~f D.C. Persons within the atuteofRohdaUau -' nn ---------- Florida ]nara�byOwn*rupo» documents may be served as poviued Section 7l3l3(l)p47 -------------------- ma/neuo� - --'--`--------- �713.13(1)(b), Florida Statutes. S � |oodition designates the hd nn ~^---'`^- receive ~ -------------- -� aild address: tApiutm0 date ot this NOdca � - ~''c = /u«� (the expiration date is 1 year from the date of recording unl � _" .y Prepared ~ r�c�/ 07 Address: O rcs v t . Jtr JCl:l f :JtlCfµj}y HIGH VELOCITY HURRICANE ZONES REQUIRE COMMA 1224.1 As it pertains to this section, It is the responsibility required roofing permit, and to exptaln to the owner the •. the Florlde Building Code, Building govern the minimum ti syst° Install = dons. Additionally, the following items shod o : r contractor, The owners initial In the adjacen 1, Aesthetics•Workmanshlp: The workmanship P are for the purpose of providing that the roofing sys performance standards. Aesthetics (appearance) Issue WO &one. Aes thetic Issues such as color or architectural b el resse as part of the 'agreement between the owner 2. Reneging Wood Decks: When replacing roofin ocordance with the Current provisions of Chapter 16 ( i = roof deck is usually concealed prior to removtn 3. Common Roofs: Common roofs are those (Le. townhouses, condominiums, etc.). In buildings. the occupants of ayecent units of roofing awed from peose n Ceilings: Exposed, open beam cell owner , may wish to maintain O of the underside of the decking may not intaining this apince. 6. Pending Water. The current roof system use water to pond (accumulate) in low-lying areas of distress and may require the -rwriew .o of -a assiuna exp my and perfornhance of the new roofing system. ro ` s • m to removed. Pending conditions should be 4. Overflow - scuppers (wall outlets): Jt is traded from a build up of water. Perimeter /edge wal rfl eau • (wait outlets) are not provided. It may *ride Building Coda, Plumbing. 7. Ventilation: Most roof structures should have e structu assembly (the bulking liselt). The existing benefl consider ..Itionai venting which can result ne '"eras Signs Property Address y r. 1/20/1:006 CattM* 40(404 4004,Papytmant Permit Number SUBJECT TO COMPL{ AN', ��' T n ALL FE: . STATE C,ND COUNTY R'..!! E n cr OBENQUR ROOFING • 41 00 •• • • • • • • • • • • • • 0 •0• • • • • • 0 0 • 4 0 • 0 080 •0 •• • • 0 0 • • • • • • • • • .••• WNER$•N tFICAtiO4Oft Ig.VJF1 c T1ON8 0. 41 • , . • • 0 PAGE 03 • • • • - • • • • • f the roofing oontraatoil to provide the owner with the tens of this section., Tie provisions of Chapter 15 of qulremants *ad.etand4rda►.ef tle•ttndustry for roofing be addrestpd eat$ lc t e 3ighemrsat between the box Indicates 3h4t ttie *en e>q alnnd. 4141 • • • • • 0414 •• visions of Chapter 15 (High Velocity Hurricane Zone) m meets the wind resistance and water IntrLeion re not a considerations with respect to workmanship ppearanoe, that are no part of a zoning optic, should. nd the contractor. the existing wood roof deck may have to be renailed ( ph Velocity Hurricane 'Zones) of the Florida Building the existing roof eyatern* lah have no visible delineation between neighboring corrtnhon rook the roofing oonttagtOr wh d/ cu owner to be-performed. s are where the underpide of the roof decking can be :. architectural a , therefore. rooting hall acceptable. The Rod Building Code provides the or deck of the building may not drain Well and may the roof. Ponding can, be an indication of structural structural -engineer. lrondirae may shorten -the Mir onding wnditlone may not be evident until the original Iced that rainwater tic* off .so that the roof is not or other roof extensions may block this discharge If necessary to listen whitlow scuppers In aacordanoe • *ability to vent natural airflow through the interior of nt of attic Nsntllation shalt not be reduced, k may be extending t . Ile of the roof. • tractoeir ilgnature 1 5.32 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES • • ••• • • • • • • • • • • • • • : ' • • • • • • • • Florida Building Code EdQierrffl04 • High - Velocity Hurricane Zone Uniform Permit Application Form. ••• •• r Section A (Gene41 l • ti • rt ) • . ....0 Master Permit No. •• • Process No. J UL/L Contractor's Name , Job Address /11 I06 C ib `A t ❑ Low Slope ❑ Asphaltic Shingles ❑ New Roof [ ❑ Recovering ROOF SYSTEM INFORMATION 0 0041 0 0 • •• 00 0•'• • • • • • • • 000 • • • • • • • • • • 000 • • • • 410 ROOF CATEGORY ,,� ❑ Mechanically Fastened Tile '1;3 Mortar /Adhesive Set Tile ❑ Metal Panel/Shingles ❑ Wood Shingles/Shakes ❑ Prescriptive BUR -RAS 150 ROOF TYPE Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) cL 7 Sketch Roof Plan: Section B (Roof Plan) Include dimensions l of sections and levels, clearly identify dimensions e of , elev elevated pressure zones and location of parapets. miziminrsai Immtwomnaue-mr ■ imbromnarummommumum 1ummummlm\.fir'/ marearrfinimm....mmenum 1.111 /•�.1111 .■.■■■ EMU Imummm. 2 ❑ Repair ❑ Maintenance Total (SF) FLORIDA BUILDING CODE — BUILDING • ••• • • • • • ••• • • • • • • • • • • • • • • ' • • • • • • • • Florida Building 1bde • �dittora 2 2b04 • High - Velocity Hurricane Zone Uniform Permit Application Form. Section E (Tile CaLculiationst• ,„ .• • • 7, • • • t• '• I • or Uoment teased tile st teni . choose either Method I or 2 Compare the valu • for Ill,!lith t e talut* tr in If If the M •values are greater than or equal to the . \1, values. fin' each area of the root. then the tile attachment mcthot Itcettalle, • • • • • • • • •• • Method 1 • iMoment Based'Iile Calculations Per RAS 127" (Pt: f h se a L V -Mg: / ® L ' = M - ' / �` ` l )�// c� G = , „ Product Approval M tit: /i(Lx / =JS MR'�i P M t Product Approval Mt� <j i r t P 4 1 . 1.. ,/ x h Al, a oiy MgiS s / = N Product Approval Method 2 "Simplified Tile Calculations Per ']able Below" Required Ivlmnent of Resistance (Mr) From Tattle Below Product Approval M M required Moment Resistance* • ••• • ••• • ;. • •• : •• • • o o • • • • . • •. • • • • • • • . • ••• • • • •• 'RETOF ASSEMBLIES AND ROOFTOP STRUCTURES Mean Roof Height --> Roof Slope 4. 2:12 3:12 4:12 5:12 6:12 7:12 15' 34.4 32.2 30.4 28.4 26.4 24.4 20' 36.5 34.4 32.2 30.1 28.0 25.9 25' 38.2 36.0 33.8 31.6 29.4 27.1 30' 39.7 37.4 35.1 32.8 30.5 28.2 40' 42.2 39.8 37.3 34.9 32.4 30.0 ''Must he used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. t'or 1 pl ill based tile systems use Method 3. Compared the values for F' with the values for Fr. If the F' values are greater than orequal to the Fr values. r cash area of the roof. then the tile attachment method is atcceptable. Method 3 - Moment Based Tile Calculations Per RAS 127" tP x L = x w: = 1 - W. x cos B = F Product Approval F' P2 x L =_- x w: = ) - W: x cos 9 = F,., Product Approval F' ( P;:_ ^L = sew:= 1 -W: x cos9 = F Product Approval F' Where to Obtain Information Description Design Pressure Mean Roof Height Roof Slope Aerodynamic Multiplier Restoring Moment due to Gravity Attachment Resistance Required Moment Resistance Minimum Attachment Resistance Required Uplift Resistance As eraee Tile Weight file Dimensions Symbol P 1 or P2 or P3 H 9 d M M M F' n I.= length = width Where to find RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Job Site Job Site Product Approval Product Approval Product Approval Calculated Product Approval Calculated Product Approval Product Approval All calculations must be submit ed to the building official at the time of perntit application. FLORIDA BUILDING CODE '- BUILDING 15.35 15.34 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Roof Sys 9 m Notice of Acceptance Num er: R f Slope: : 12 Ridge Ve tilation? • ••• Florida Building.e.ockEditicr1206)4; • • • • • • • • High-Velocity Hurricane Zone Vrigoam 9 erm 4 Apollo AA.: . • e . • • • ••• ••• • • • i SeCtiO 1 ec p_s pi i Roof Sy . ••• : ; • . . :6 • •••• • • 'fact • •• .... • . : • ....... ... •• ir• • • • . • Mean Roof Height: • • • • • • . • • • • • • • • • - • • • : : • • ; • • •• • • . • • • • 4,•• - ,„ • • • • - • • • ••• • • • • • • • • ••• • Vnmum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P2' P3: Pl: Maximum Design Pressure (From th re, duct Approval Specific System): Stp....Sjped Roof System t Deck Type: Type Underlayment: Insulation: . Fire Barrier: Fastener Type & Spacing: ; 1/1*,iijiti-i ife:Ave' efr -,10445 41,4 Adhesive Type: *ikirtitt. ss, Type Cap Sheet: pr - -A Roof Covering: TtilL Type & Size Drip Edge: qa & 2_ 2_t 4 FLORIDA BUILDING CODE — BUILDING MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Santafe Tile Corporation 8825 NW 95 Street Medley, FL 33178 • ••• • : • •• • • : • • •••: • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • ••• ••• • ••• • • • • • • • :: •MIAMI -DADS COUNTY, FLORIDA • • METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 • • • • • • • • MIAMI, FLORIDA 33130 -1563 • �• : • : : : ::: • • •Q05) 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, including the High Velocity Hurricane Zone. DESCRIPTION: Santafe Spanish 'S' Clay 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 and renews NOA # 04- 0420.03 and consists of pages 1 through 5. The submitted documentation was reviewed by Alex Tigera. NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 1 of 5 • • • • • ROOFING ASSEMBLY APPROVAL •.• Category: Sub - Category: Material: Deck Type: Santafe `S' Clay Roof Tile Trim Pieces N/A Roofing • •• ••• 07320 Roofing Ti4es ;.; . • � '• • • •• • Clay ..' -• Wood 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions Specifications 1 =varies w = varies varying thickness 2.1 SUBMHTED EVIDENCE: Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies • • ••• •• •• •. ••• •• •• • • • • • • • • • • • • • • • •.•• • • • • ••• • • • • • ••1 • .. . • • • • • •• • . • • • ' • • • • • • • • • • • ••• ••• • • 1. SCOPE This revises a roofing system using Santa Fe "Santafe `S" Clay Roof Tile, as manufactured Santafe Tile Corporation 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. Test TAS 112 TAS 112 Test Identifier 94 -156 -8 94-156 -9 25- 7205 -1 Project: 07- 07 -00 -91 (307023) 7161 -03 Appendix II 7161 -03 Appendix III P 0402 •• • • • • •• Product Description One piece high profile clay roof tile equipped with two nail holes. For nail -on, mortar set and adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Aug. 1994 TAS 101 March 1995 TAS 100 Sept. 1994 TAS 108 Dec. 1991 (Nail -On) Static Uplift Testing Dec. 1991 TAS 102 & TAS 102(A) Withdrawal Resistance Sept. 1993 Testing of Screw vs smooth shank nails TAS 101 TAS 102 NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 2 of 5 Test Agency Redland Technologies Redland Technologies Celotex Corporation Testing Services IBA Consultants, Inc. PRI Asphalt Technologies, Inc. IBA Consultants, Inc. IBA Consultants, Inc. IBA Consultants, Inc. • • ••• • • •• •• ••• •• •• • • • • • • • • • • • • • ••• • • ••• • • • • ••• • ••• • • • • •. • • •• • • • • :T3st• d�nti r Teelt„liaine/Report Date ••• ••• P 0647 -01 TAS 108 Aug. 1994 •• • • •. •. ;' • 1 iVlogtar Set) P 0 ¢ 3 1-41 : � • : :•• 1 4108 July. 1994 (Mortar Set) 520305 -01 tiro 05 PA 102 June 1999 2353 -4 Restoring Moment Aug. 1999 SFTC- 003 -02-01 TAS 101 12/06/02 2353 -70 TAS 101 09/22/03 2353 -71 TAS 101 09/22/03 2353 -93 ASTM C 1167 07/18/05 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 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 Santafe 'S' and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Santafe 'S' Weight -W (Ibf) 6.7 Length -I (ft) 1.5 Width - w (ft) 0.958 Tile Profile Santafe 'S' Table 2: Aerodynamic Multiplyers— X 11 X (ft Batten Application 0.274 (ft Direct Deck 0.297 NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 3 of 5 • • ••• • •• •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • ••• • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • Table 4. Restoring Moments • • • • . . • • • • 2":12" 5 " :12" Tile Profile 3 ":12" 4 ":12" 6 ":12" 7 " :12" or _. . . • • • greater Direct teDs Daec: Battens Direct Deck • • • Santafe 'S' 5.93 5.90 5.85 5.82 5.73 5.69 5.56 • 5. • 532 529 •5f03 N/A Battens Direct Deck Battens Direct Deck Battens Battens • ie • Table 4: Attachment Resistance Expressed as a Moment - M (ft-ibf) for Nall -On Systems Profile Fastener Type 2 - 10d Ring Shank Nails One #8 Screw Santafe 'S' Tile 1. A Two #8 Screws One #8 Screw w/ Clip Two #8 Screws w/ Clip roved screws as noted 'Product manufactured b others'. Direct Deck 21.8 29.16 38.28 57.31' 57.60 Battens N/A N/A N/A N/A 61.77' Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhesive Set Systems Tile Application Tile Profile Santafe 'S' Tile Bond 2 See manufactures component approval for Installation e i ements. 3 Flexible Product, Inc. Average wei per patty 10 4 grams. 4 Polyfoam Produc Inc Average weigh pe patty 9 4 grams. Minimum Attachment Resistance 38.9 28.5 Table 5A: Attachment Resistance Expressed as a Moment - M1 (ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Profile Minimum Attachment Resistance Santafe 'S' 63.8 61.9 Polyfoam Polypro AH 160TH 5 Paddy placement of 63 grams of Polypro AH Polyfoam Polypro AH 160TH 6 Paddy placement of 24 grams of Polypro AH 160m. Table 6: Attachment Resistance Expressed as a Moment for Mortar or Adhesive Set Systems - M (ft-lbf) Tile Profile Santafe 'S' Tile Application Mortar Set Attachment Resistance 23.6 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02/06 Page 4 of 5 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building °Tricia order to properly evaluate the installation of thi .s.At m PROFILE DRAWING "SANTAFF S" CLAY ROOF TILE END OF THIS ACCEPTANCE • • •.• • • • •• • • • • • • • • • • • • ••• • • • • • • • • •• • • • • • • • • • • • •. • • • • • • • • • • • • • • • • • • • • • • •••••• • of the following: 1 +Acsige Building code in ain* • • .•• • • • • • • • • • • •• .. • • • • • • NOA No.: 05- 0921.02 Expiration Date: 02/01/11 Approval Date: 02/02106 Page 5 of 5 MI BUILDING CODE COMPLIANCE OFFICE (B CO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applic The documentation submitted has been re Review Committee to be used in Miami D Jurisdiction (AHJ). This NOA shall not be valid after the expi AHJ (in areas other than Miami Dade Co assurance purposes. If this product or mate the expense of such testing and the AHJ material within their jurisdiction. BCCO that this product or material fails to meet th ion date stated below. The BCCO (In Miami Dade County) and /or the ty) reserve the right to have this product or material tested for quality al fails to perform in the accepted manner, the manufacturer will incur ay immediately revoke, modify, or suspend the use of such product or serves the right to revoke this acceptance, if it is determined by BCCO requirements of the applicable building code. This product is approved as described herei , 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 consid ed after a renewal application has been filed and there has been no change in the applicable building code neg, ively affecting the performance of this product. TERMINATION of this NOA will occur . fter 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 Jurposes 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 receded 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 J rge L. Accbo. ble rules and regulations governing the use of construction materials. ewed by the BCCO and accepted by the Building Code and Product de County and other areas where allowed by the Authority Having • • • • • • • • • • • • ••• • •• •• • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • • ••• •• •• • • • • • • • • • • • • • ••• • • • ••• • • •• • • • •• ;MIAMI- IZAI,IE COUNTY, FLORIDA • • •NUTROVDI FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 • •T3)5 ;3'7539-0.1 FAX (305) 375 -2908 • ••• • • • •• • •• • • • • • ••• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 ROOFING ASSEMBLY Category: Sub Category: Materials: SCOPE: This approves Polypro AH160 as manu of this Notice of Acceptance. For the loca applicable building code, does not exceed t compliance with Roofing Application Stan profile roof tiles system using Polypro® moment based system for single patty plac: PRODUCTS MANUFACTURED B Pr — o Dimensions Closed Cell Content Polyproe AH160 N/A Foampro® RTF1000 N/A ProPacke 30 & 100 N/A APPROVAL Roofing Roof tile ad esive Polyurethan PRODUCTS MANUFACTURED BY Any Miami -Dade County Product Control list moment resistance values with the use o PHYSICAL PROPERTIES: Pr_ operty Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dirnensional Stability • • .. . • . . .. • • • • • • • • • • • • ... • • • • • • • ... • • .. • • • . .. . • • • • • • • • • • • • • • • • • . .. • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . ▪ .. • • • • .. • • • .. ... • • • .. • • • • • . . . .. . • ctured by Polyfoam Products, Inc. as described in Section 2 •ns where the design pressure requirements, as determined by e design pressure values obtained by calculations in and RAS 127, for use with approved flat, low, and high 160. Where the attachment calculations are done as a ment, and as an uplift based system for double patty systems APPLICANT: Test Sp ecifications TAS 101 Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment OTHERS: c cepted Roof Tile Assembly having a current NOA which Polypro AH160 roof tile adhesive. est Results AST D 1622 1.6 lbs./ft.' AST D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise AST D 1623 28 PSI Parallel to rise AST D 2127 0.08 . Lbs.JFt` AS E 96 3.1 Perm / Inch AST D 2126 +0.07% Volume Change @ -40° F,, 2 weeks +6.0% Volume Change @158 °F., 100 Humidity, 2 weeks ASTM D 2856 86% Note: The physical properties listed abo e are presented as typical average values as determined by accepted ASTM test methods a d 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 A enry Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services 2. Polypro® AI shall solely be used 3- Minimum underlayment shall be in cot 4. Roof Tile manufactures acquiring acc their tile assemblies shall test in accord 5. Roof Tile manufactures acquiring acc their tile assemblies shall test in accord F ' W `‘2 F' MS Te t Identifier #94 -060 2 7818 -1PA 5- 7438 -3 5- 7438 -4 5 -743 8 -7 5 -7492 -589 -631 01 01 -6 70 5 52 5 5 5 5 5 52 637 -92 6743 -011 39- 062b[1] 0.02.96 -1 5 X 8454 -2 -1 454 -9 -1 4 54 -10 -1 0109 -1 5 0109 -2 0109 -3 0109 -6 0109 -7 0191 -1 109 -2 -1 • • ••. • • • • • • • • • • • • • • • • • • • ••• • • • • • • • . .. • • • • • • • • • • • .. • • • • • • • • • • • •. . . . . . ... • • ..• ••• • Test Nam_ a /ut •.. .'pate '• 1oj •� • • . • • @4/08/94 TR � Oa • 12/16/96 'SSTb "' 4 ,12/16/96 10/25/95 SSTD 11 -93 11/02/95 SSTD 11 -93 12/12/95 ASTM D 1623 02/01/94 ASTM .E 108 04/30/93 ASTM E 108 ASTM E 84 TAS 114 TAS 101 10/23/98 TAS 101 12/28/98 TAS 101 • • • • • • • • . • • • • • • • • • • • • • .. • • • . • • .• • • • • • 11/16/94 01/16/95 03/14/96 03/02/99 LIMITATIONS: 1. Fire classification is not part of this ac eptance. Refer to the Prepared Roof Tile Assembly for fire rating. Jith flat, low, & high tile profiles. pliance with the Roofing Application Standard RAS 120. tance for the use of Polypro® AH160 roof tile adhesive with nce with TAS 101. tance for the use of HANDI -STICK roof tile adhesive with nce with TAS 101 with section 10.4 as modified herein. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3of7 Table 1: Adhesive P1 Tile Profile Flat, Low, High Profiles High Profile (2 Piece Barrel) Flat, Low, High Profiles Flat, Low, High Profiles went tail INSTALLATION: 1. Polypro® AH160 may be used with resistance values with the use of Pol 2. Polypro® AH160 shall be applied i corresponding Placement Details no the use of Polypro® AH160 shall pr based system, to meet or exceed the County Roofing Application Standa tile assembly NOA 3. Polypro® AH160 roof tile adhesive Roofing Application Standard RAS Instruction and Maintenance Bookie 4. Installation must be by a Factory Tra n roducts, Inc. Polyfoam Products In having jurisdiction. 5. Calibration of the Foampro® dispens The mix ratio between the "A" comp 1.15 (A): 1.0 (B). The dispense time determined at calibration. No other s 6. Polypro® AH160 shall be applied wi equipment only. 7 . Polypro® AFII 60 shall not be expose 8. Tiles must be adhered in freshly appli Polypro® AH160 has been dispensed 9. Polypro® AH160 placement and min' Details' herein. Each generic tile pro • • ... . • • • • • • • • • • • • • • • • ... • • • • • • • ••• • • • • .. •••• • .. • .. • • • • . . . • • • • • ... . ... • • any roof tile assembly having a current NOA that lists uplift • re® AH160. compliance with the C � • • • • � • ••• . • oicect po 441i :aG oil and the ed herein. The roof tile as:'edibty s ad hesnve�atracjwient with vide sufficient attachment resistance, expressed as an uplift plift resistance de in compliance with Miami -Dade ds RAS 127. The adhesive attachment data is noted in the roof nd its components shall be installed in accordance with 20, and Polyfoam Products, Inc. Polypro® AH 160 Operating ned 'Qualified Applicator' approved and licensed by Polyfoa shall supply a list of approved applicators to the authority ng equipment is required before application of any adhesive. nent and the "B" component shall be maintained between 1.0- shall be set to deliver 0.0175 to 0.15 pounds per tile as ttings shall be approved. h Foampro RTF1000 or ProPack® 30 & 100 dispensing permanently to sunlight. d adhesive. Tile must be set within 2 to 3 minutes after um patty weight shall be in accordance with the 'Placement e requires the specific placement noted herein. cement For Each Generic Tile Profile Single Paddy Weight Min. (grams) 17 /side on cap an 34 /pan • • . .. • • • • • • • • • • • • • • • • • ... Two Paddy Weight per paddy Min. (grams) N/A N/A N/A 8 LABELING: All Polypro® AH160 containers shall co ply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMEN S: As required by the Building Official or appli able 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 Eave co Keep eh 4 in, up Fascia only: ive appro x. m weepholes Nail through plastic cement Underlayment Eave Course 10 In. G's 2 In. Paddy (Beneath 2 t< lave Clam / Paddy (Beneath Tile) Nail through plastic cement Underlayment Eavr Course 101n. Eave rouse only: Keep adhesive approx. 4In. up from weepholes Nail through plasUVlrfent • Underlayment • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • ••• ADHES ATE • • • • • • • • • • PLACEMENT � Tg1Tjf , • 1 • • • • • SINGLE PATTY • 6 "' "' • • 10 In. Underlayment Rem top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are Flush at eave One. Eave closure yr (mortar shown) Eave Course Eave course only: Keep adhesive approx. 4 in. up from weepholes Fascia Weephola Eave closure Drip edge 1) Place enough adhesive to achieve 1T to 23 Optf nal2x4's forfor square inches In contact with the pan tits steep Pitch appileations Nail through plastic cement 2) Turn coves upside own. Place vdresve 112 in� To 1 in. From outside edge of cover Hie. Then install the tile. n eephote Fascia Bo Optional Point -np Mortar on longitudinal edges of life Sheathing NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 Nail through plastic cement Underlayment Eave Course Eave Closure Paddy (Benea h Tile) Nall through plastic cement Underlayment Eave Course Paddy (Beneath Tile) Fascia Eave Closure Paddy (Beneath Tile) • • •• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • •.• • • • • .. • IVE • • • ••• • ADHE . • • • •. • • • • • • • PLACEMEN nF}I�AIL •' • SINGLE PATTY • • • "' •••• • • • • .• • •• •. • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page6of7 u Nail through plastic cement 3in• x3in. Single paddy on under - layment Single paddy on top of tile Single paddy under tile Paddy (between tile) Paddy (under tile) Eave c rse 2 in. X 7 in. medium size paddy eave Fascia course only Nail through plastic cement 1 in.x3in. Single paddy on underlayment . 4 in Single paddy under tile Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Single paddy on top of the ADHESIV Eave Course END OF TH • • • • • • • • •• • • • • • • . •• • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • ••• • • • • ••• • • • PLACEMENT VI T� :� 3 • : : UBLE PMT:' 1 ••• ••• • • • • • •• ••• •. • • • • • • • • Nall through plastic cement' ' • •' �ing�e pad* under file Underlayment Single paddy between file • 21n. x 7 in. medium N. size paddy eave course only .,... x 3 ln. Single 4 in. 2 in. paddy on under. layment Single paddy between tile 4. , II# 2 I. 7 M. medium size paddy eave course only Fascia Eave Closure S ACCEPTANCE •• • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Tamko Building Products, Inc. P.O. Box 1404 Joplin, MO 64802 • • • •• • • • •• • • • • • • • • •• • • • • • • • • • • • • • .•• • • • • • • • • • • • •• • • • • • ••• • • • • • . • • • • • • •• • 11QIA�12 R9- D�ArDE EOdJP �TY,•FLORIDA • • • • • • • • • • • • • (1ETD'31 FLAU BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 •. • :( -2 :I.RX005) 375 -2908 • ••• • • • • •• • • • • • • • • • • • • • • • SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ART) This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: TAMKO Modified Bitumen Roof System Over Wood Decks LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #04-0506.03 and consists of pages 1 through 19. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 1 of 19 ROOFING SYSTEM APPROVAL Category: Sub - Category: Deck Type: Maximum Design Pressure Fire Classification: Product Dimensions Awaplan 170 FR Awaplan 17OTM Awaplan Heat Roll weight: 96 WeldingTM lbs.; 25' 5" x 39 3 / 8 " Awaplan Premium FRTM Awaplan PremiumTM Awaflex Awaflex FR Roll weight: 101 lbs.; 33' 11" x 39 3 Roll weight: 101 lbs.; 33' 11" x 39 Roll weight: 76 lbs; 35.9' x 36" Roofing SBS /APP, Modified Bitumen Wood -60 psf See General Limitation #1 Roll weight: 98 lbs.; 33' 11" x 39 3/ 11 Roll weight: 98 lbs.; 33' 11" x 39 3/n 8 Test Specification ASTM D 5147 ASTM D 6164 Type 1, Grade G ASTM D 5147 ASTM D 6164 Type 1 Grade G ASTM D 5147 ASTM D 6164 Type II Grade G ASTM D 5147 ASTM D 6164 Type 11 Grade G ASTM D 5147 ASTM D 6164 Type II Grade G ASTM D 5147 Roll weight: 76 lbs; ASTM D 5147 35.9' x 36" • • •• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •••• • • • ••• • • • • • • • • • • • ••• ••• • • •• • • • •• ••• • • • • • • • . •• • • • • • ••• .• TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: TABLE 1 Product Description A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules and treated for additional fire resistance. Applied in hot asphalt or cold adhesive. A 180 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive. A 250 g/m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied by torch and also used as a walkway material. A 250 g/m polyester reinforced modified bitumen membrane surfaced with granules. Applied by hot asphalt and also used as a walkway material. A 250 g /m polyester reinforced SBS modified bitumen membrane surfaced with granules. Applied in hot asphalt or cold adhesive, and also used as a walkway material. SBS modified cap sheet constructed with a 155grn/m non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt and surfaced with ceramic granules for UV protection. SBS FR modified cap sheet constructed with a 155gm/m non- woven polyester mat saturated with asphalt, coated on both sides with SBS rubber modified asphalt, FR treated, and surfaced with ceramic granules for UV protection. NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 2 of 19 Membrane Type: Deck Type 1: Deck Description: Anchor sheet: Ply Sheet: Cap Sheet: Maximum Design Pressure: Maximum Slope: SBS Wood, Non - insulated 19/ or greater plywood or wood plank Refer to Tile Manufacturer's NOA. • • •• •• • It • • • • • • • System Type: Tile Underlayment, Base Sheet mechanically attached. All General and System Limitations shall apply. ••• • • .• • • • • • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • ••• • • • • •• • • • • ••• •• •• • • • • • • • • • • • • • ••• • • ••• •• • • • • • • • • • • • • • ••• ••• •• • • • •• ••• •• •• • • • • • ••• •• • • Tamko No. 30 UL, Type 43 Coated Base, Base -N -Ply®, Vapor- ChanTM, or Versa - BaseTM base sheet applied with a minimum 2" side lap and a minimum 6 "end lap. Base sheet may be applied at a right angle (90°) to the slope of the deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 2" side lap, and two 12" o.c. staggered rows along the center of the sheet. (Optional) One or more plies Tam -Ply 'Vim or Tam -Glass PremiumTM sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq. One ply Awaplan PremiumTM, Awaplan 17OTM, Awaflex, Tamko ASTM Slate Surface or Tamko ASTM Tile Underlayment. Cap sheet may be 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 20-40 lbs./sq. Cap sheet 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. *Cap Sheet may also be installed parallel to the slope of the roof (i.e. strapping). If membrane or cap sheet is strapped, then anchor sheet and ply sheet must also be strapped. Must Comply with Roofing Application Standard RAS 118, RAS 119, RAS 120 and Applicable Building Code. NOA No.: 07 0111.03 Expiration Date: 05/23/12 Approval Date: 05 /10/07 Page 18of19 WOOD DECK SYSTEM LIMITATIONS: GENERAL LIMITATIONS: • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••••••• •••• • • • • • ••• • • • • • • •• • • • • • • • • • • • • • •••• • • ••• •••• • • ••• • • ••• ••• • • 1. A slip -sheet is required with Ply 4 and Ply 6 when used as a me6liariically •fasteaed•base unanchor sheet. • ••••••• • • ••• • • • . • • • • • • •• • ••••••• 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs./sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs./sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., 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. (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform with Roofmg Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9B -72 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 07- 0111.03 Expiration Date: 05/23/12 Approval Date: 05/10/07 Page 19 of 19