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RF-09-957 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756.8972 Inspection Number: WISP -1 16 Permit Number: RF -6 -09 -957 Scheduled Inspection Date: June 25, 2009 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Roof Repair Owner: MUMFORD ALONSO Work Classification: Repair Roof Job Address: 10305 NE 2 Avenue Miami Shores, FL 33138 - Phone Number Parcel Number 112136013039 Project: <NONE> Contractor: PALMER ROOF TECH INC Phone: 305- 232 -4777 Building Department Comments Inspector Comments Passed PLEASE CHECK ON JOB SITE AND IN THE OFFICE IF NOC IS IN FILE. DO NOT SCHEDULE INSPECTIONS UNTIL DOC. IS IN FILE Ze/ i�l Cc.�I S� 00W 7 10 7 Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. NOTICE OF COMMENCEMENT�� A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION C F N 2 0 0 9 R B 14 3 2 7 6 3 OR 8k 2 6903 P 4850; (ips) PERMIT NO q . � \ ® _ - TAX FOLIO NO. RECORDED 06/ 16/2009 10236:24 HARVEY RUV'INP CLERK OF COURT MIAMI -DADE COUNTYP FLORIDA STATE OF FLORIDA LAST PAGE COUNTY OF MIAMI -DADS: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real p property, and in accordance with Chapter 713, Florida Statutes, the following information is ECEOV -provided in this Notice of Commencement. J [ Y � 17 2009 ros �r orrr I. Legal description of property and street/address: 1,0 05 � . � , � ,4 VQ h O fA m i %WeT 1/; 11Veg _. r — 2 Description of improvement• a - we s� Y o y 3.Owner(s) name and address: 4 l F o w �2 0 h o wL rr3 Q- _ Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: - ([ Y1� e4 F 17 3 Taj4t 5. Siuety: (Payment bond required by owner fl contraaO318 I F FLORIDA , CO4lPiTY OF DADS -- " 1 HEREBY CERTIFY that ibis iG a tr coPY C V70 CL Amount of bond $ Nil 6. Lender's name ✓�• D ye and address: iMT,V�SS i arty an v "cra; Se31. HARVEY R I ?l, o Co s 7. Persons with the state of Florida designated by Owner i r ocuments iay be served as provided by Section 713.13(1)(a)7., Florida Statutes. Narre and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owne Print Owner's Name A [ FDnss 0 M( VV IDY k Prepared by st-Xi a .5. Sworn to and subscribed before me this z� 'F4ely day of j n e , 20 � . 1 , j t- s o � , &xi P Notary Publi Vnexpires. Prim Notary's uie 3¢r My commiss' M. (seal) : a� Miami Shores Villagey�zz 10050 N.E. 2nd Avenues Miami Shores, FL 3313 8-0000 x r $3 Phone: (306)795 -2204 Expiration:l 1 Project Address Parcel Number Applicant 10305 2 Avenue 1121360130390 ALONSO MUMFORD Miami Shores, FL 33138- Block: Lot: Owne Information Address Phone cell ALONSO MUMFORD 10305 NE 2 AVE MIAMI SHORES FL 33138 -2056 Contractor(s) Phone Cell Phone Valuation: $ 4,200.00 PALMER ROOF TECH INC 305 - 232 -4777 Total Sq Feet: 15 F Type of Work: Repair For Inspections please call: Additional Info: COLOR THRU TILE (305)762 -4949 Classification: Residential Available Inspections: Inspection Type: Roof Repair Final Roof Roof Review Fees Due Amount Invoice # Total Amt Paid Amt Due CCF $ 3.00 RF -6-09 -35044 $ 112.50 $ 62.50 Education Surcharge $1,00 3- �- Permit Fee - Repairs $100.00 RF - 6 - 09 - 35044 $ 112.50 $ 112.50 $ 0.00 Scanning Fee $6.00 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $2.50 Total: $112.50 V III I II i i In consideration of the issuance to me of this perm , I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in stria conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shares Village. In accepting this permit I assume responsibility for all w rk 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 nformation 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 June 15, 2009 Authorized Signature: Owner / Applicant / Contractor / Agent Date Building Department Cop June 15, 2009 1 'INIiami Shores Village rJ um uildin g De artment o � 2009 10 50 N.E.2nd Avenue, Miami Shores,. Florida 33138 BY. m ®: ®m Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit .No. r PERMIT APPLICATION Master Permit No. FBC 2004 i Permit Type (circle): Building Roofing Owner's Name (Fee Simple Titleholder) A t rPd# 3644 ?57 " -a44 fO� Owner's Address 1030 N . G 'A A V City At' Akwfi S`1 o* State F i• Zip .3 131 P' Tenant/Lessee Name Phone # Job Address (where the work is being done D 3 6 5 N.. A- ©t A V Q- City Miami Shores Villa a County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YE, 3 NO Contractor's Company Name ? ate w Rco6q T eel%. I L Phone # Contractor's Address ' $ 3 Swailes City i i State Qualifier Name nt cll av' Phone It 3 O'S 0- 3 3 Ik 4 / 71 7 State Certificate or Registration No. Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ A 0 • • » Square / Linear Footage Of Work:, 1 J� � L i Mt A• L Type of Work: EjAddition ElAlteration El Nlew ❑ j::::9/Replace ❑ Demolition Describe Work Fit eni-1 ve. was* Voate•, of Sou beg rd6A - Seat. M4.4i 54=U ►s 0i4l 44&%CAW p• eL awa, #4# W 44% P14WC %K4411 1644k S ab� - .4:�_ L e. U � ��� N SPA � c0A Submittal Fee $ Permit Fee $ 0 CCF $ (nt,1LC: Notary $ Training/Education Fee $ 1 .1 } Technology Fee $ o �� Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 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 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, j WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CQNDTTIONERS, ETC..... OWNER'S AFFIDAVIT: I certify than all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. • Y "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT Ili, 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." R • , 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 to the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature signature %wner or gent a Contractor , 4 The foregoing instrument was acknowledged before me this The foregoing i strumentwas acknowledged before me this; day of YIE , 20 , by h2ra t'nu ►�• F.av�, day of J to v► e. . 20!S , bY, g� - Pat;-), , who is personally known to me or who has produced who is personally known to me or who has produced h v As identification and who did take an oath. Z i c e.s as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: SUYAPA G. PALMER Sign: , I MY COMMISSION i 792 Si n 0 - IFIMMW �. g 4 M"10N Print MOMMM yrnbkuf. Print ## DD 702495 EXPIRES; DeDeMM 5, 2011 " dedTHrtiNo 9 urwambrs my C mmission* Expires: My'Comnlis APPLICATION APPROVED BY: Plans Examiner Engineer Zoning (Revised 07/10/07) d p MCM IETIC SECTION R4402.13 JUN ® 9 Aug HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFI ' ION FOR ROOFING CONSIDERATIONS ° ®• °•• °oaoa ® © °o ®m R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. ( a; L � ) Aesthetics - Workmanship the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. E Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roo ck is usually concealed prior to removing the existing roof system). 3. M Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be performed. 4. `� Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. The provides the option of maintaining the appearance. 5. 1 Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing syste removed. Ponding conditions should be corrected. 6. 6- Overflow scuppers (wall outlets): It is required that rainwater flow off so that the s not overloaded from a buildup of water. Perimeter /edge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sxftims R4402, R4403 and R441 �...... .. .. •• 7. Ventilation: Most ra �h avd some ability to vent natural ow through the interior of th:, c e eml�l (the building itself). The existing amount of attic ventilation shalleas . , r .•It Abe Xneficial to consider additional venting which can result in extrrg hg 4)o£ a Owne Agent's Si nature D e t �► • �; tqr Sign atur Date .vr . . ...... . .... .... . . ... . . • h Velocity Hurricane Zone Uniform Roofing Permit Application Is, olearly Identify dimensions of elevated eressure zoned and locatIon of parapets. ......... _.. i ,. ..: /■>t■■■■■■■■ ■ ■ ■ ■ ■1 ■ ■t ■ ■ ■ ■ ■1 ■ ■ ■ ■l�l ■ ■1 ■1 ■ ■■ ■1111 ■■>f ■n' ■ /■ ■■■■ ■ ■r■.. ■ ■ ■ /.iI ■ OMI ■■ ■■ ■ ■■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■. ■ ■. ■■ ■MONO■ ■■I ■■■N■■N■■ ■■■■►'!*.N(■■■■. r■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■iil■■■■■■■■ N01 m■.■//\► 1 o■ i> I■► r' I■■■■■■■■■■■ M!■■■!■■■■■■■■■■■ ■■ ■MI■M■■/■M ■■ ■■■ ■ ■m■ ■■mono!■■ ■m■■ ■o■MMI /M ■mMOn ■ / ■■ OONO■■■mmomo mm\ M ■ ■■ ■ ■M ■ ■ ■O■ ■M■■■ ■M■m!m ■ ■M ■MOO ■'In ■m■■■■Mo■ IN mommoom ■ O ■ ■ ■ ■■ IOM/ I■■■■■ ■ ■ \..----- ---------- ---- -- - - -- HOMO ■ ■■ ■NOON■ ■DOOM■ Imo ■In ■ ■ ■nmMMS son ■ ■Mom■■ommi■■ ■Mmn ■ ■ ■N■ ■■ mmi ■ ■m■■ ■n■ ■ ■ ■ ■■ - ,MM MIMM ■M■ NOM/ m■ oommonon ■O ■ ■ ■Mm ■o ■!on ■ ■ ■ ■ ■ \OM ■OEmO! ■n■, ■o ■N■■■o ■immonom9 % ■ ■■ noun ■■■■■ N ■ ■ ■mmenomo ■ ■ ■■M ■■mio ■omm ■ ■ ■m■' ■ ■O■■ Mom■ I■ ommok \■■■ MERGE ■ 0 mO■■■ Ono1111■mmmmmn ■m ■ ■ ■O \ ■ ■O ■M ■ ■ ■ ■■ ■■■■momml ■ ■ ■ ■■ 110\■■■■ ��■■ mOO■ m■ 91Ml1 ;r. \ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■O►7 ■ /MONOM■■i ■ ■m!m■mmlim■■ ■ml l OpA ■ ► \ ■O ■ ■ ■M11:�!�■!m \�� Emissions Is ■ N ■ m■ m■■ Ii■■■■ m�i%■■ Ma■■■■■ r�L /i. ■ ■l; ■m ■ ■ ■ ■O ■ ■11 ■ ■m ■ MONSOON ■/ ■ ■■ ■■ ■11■■■■ ■11■ ■m /■ ■JIP■■■ Lim ■nnorih2V! 1Zq so■■■■■m■ ■■ MEMO ■■Noun ■ ■m■nomolim ■n■ol l ■■ ■N ■ ►A`\rl Is MEMO ■■ ■ ■on■ ■mm■ MM01 ■ ■ ■ ■ ■Ii ■ ■ ■ ■■ 1901 ■■■ �: �_ w�'!J■ M■ ■ ■M ■ ■■■■ ■M ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■nmmn ■M ■ ■ ■� ■ /■■■■// 1 ! 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Hurcic UhIfbtm&EUWtgLq6.Fc i.Fc Roof System ManuNiDtumr: I;q F e vew P L C Product Approval Number: C) 0919 0S 1911 timum Deatgn Wilnd`Pre ores, if.Appl%cabib (Ft.o tn: kS:I..21 e-altuii #it is): Ft, ° y5', p P2: Maximum D sign Pressure 3 Product Approval Specific System: Method' •bf the afte tnent•: Ue T r w tt ype Un dertaymont: Roof Slope: �/1 �. 3 f�S�a -t �l the ed dnsulation. . :• A r Barm er: fJ A— Fa4taner Type &:.Oddog. 1't$i�g:� k/e•Tl'tfLritigTi? . -Adhosive Type, �,,l /�rpc�sr Pe sh: . �y► e � �!y' c��`� Pi s � �' e �mek f 1 Roof Goyreritig. Mean Roof Het bt: 6 • .. 0 0 . 6 • • • i •- Es ,t �• • • i • °. Ze Drip . 00 000 00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •. •• HIGH- VELOCITY HURRICANE ZONES l~ oMat SuNding lode+: EdWon 1004 #dl hlteai t .HurMcane: *ane•Unfatm ieaftn'form. µ , For 111 anent iati&M -1ile systemsi choose either Method I or 2, Coraparod the:Vulues fo•r M vulu fxttam 1p.Ilr the IVI valr are Witter than or - equal to theft values-,-for eaclx•aren ofthcrtmcif„Ahlen the :tlle' shamneitif nwethdtt is-acceptable. Meflt '1 "Wool tt Basid 'fife Caleulscta;41er IAs i" > L : �' - l5 • l st � D = mom Mi � 11 = M, t ' ' ' Product Approval M, k6 G (Pj- - 1$ • ke r,?+ 0 - Me b - Al 7 Product Approval M, � (, M� 5 -3� �l+vte Product Approval M, S l ad '` irea�lxfaed ' le a attlfm>3 -Per T.A$1e•41W Requked Momaot of'Rmist:tmmse (MY-Ream 'Caii16 Below . Product Approval M, Ii call' 'tt t 5 21V 3fl" WA •>#P 3t3 S 58,2 39:7 42.2 :t2 3Z 2 444 3 &to 31A 3 .-S "n-2 vAmw.77 28 :1 :4 xQ :wx 2 9 '2TA 3.2 '30,ff *Must be used in' coujunatioa mi'th- a•7isWt � �vmaent: baseri #il�.systewus:'e rartl•ttf For V#14i laased We aystem use'Xt tod,:•. 'Ccmtu�•• #I� vAlnt�^fax �`° �ritlr;��xe val:nrs f*r,VrJf :F' values ara.,grsater'. to ='or-- Aquwrto, the F vulues, I'm e , urea ofthe•. of1hen o##arz teub rl.isr a table. ¢*j::_ •a3:_�_ x im _� 1t4'a cos k = F;y: Product Approval V x iN `VV` — Coo =a t2 Product Approval Y ilP,:.___:x•l:___ - a':• =� j ': �� eos. - 111+3* Product Approval r' l��t''I• �4�t1 I3�iI `��•tik ��kd WtjtP:Pta tn•e' P.Iornar1?3 127 Fa1r d }rix enscoagktestin�auatysisprepmr�tfrg !' aEon#BCC? 7 Tvteasi`R:ad F.ta' BC N :ltrp:Slto ' ' i•�lo a 9.• :J�.�fbe Aem ttptAtah>$u71" IFcr• Product Approval R tort 'txTt»rsonttduo °to CTragt ' ' Product Approval Anb6melt6lt ts�attae. )tiJ 'Product Approval R Trod ivfomeutRr ant W I d • • • • • Utimttrrm•dktpYchmaat t�s2 cC' T:" • Iaiodhcttl ov • ' d= ' i.ILdsi F WIA • • • • • • A .t14 Vie t !fit • • TiT6 imun8lans " le Product Approval vn tvTiltG ' �°il:' cattiti ts: mt�tlie'adtim1ttediptho�Bt+iCdin O ol+lT:et: at' '^v �'' ii4•n •• • • •• • • • • • • • • • • • • •• • • • • • • • • • • • • • FLORIDA'BUILDINGCODE — RESIDENTIAL i �•••� i i• + •: 44.23 MIAMI -DADS NUANH -DARE COUNTY, FLORIDA =I METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -29M NOTICE OF ACCEPTANCE (NOA) Clay Forever, LLC 6801 NW 77' Avenue Miami, FL 33166 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 (AM. 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: Altusa , 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. N any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA #06 -0706.09 and consists of pages 1 through 7. The submitted documentation was reviewed by Ab TiWrl. " • • •• • • •• • • • • • • • • • • • • • • • • • • • • ••• ••• ••• ••• •e ••• NOA No.: 07-0919.05 Expiration Date: 12116/12 Approval Date: 12/20/07 ••• • • • • ••• • • Page Iof7 • • • • • • • • • • ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roofing Tiles Material: Clay I. SCOPE This renews roofing system using Altusa One Piece S' Clay Roof Tiles, as manufactured by Alfareria Del Turbio, S.A. (ALTUSA) in Venezuela and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Cale 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. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Altusa One Piece `S' L = 18 /a" TAS 112 High profile clay roof tile. For direct deck or Tile W = 10.5" batten nail -on, mortar set or adhesive set 1 /2" thick nominal applications with minimal headlap of 2 - 3.25" high Trim Pieces Length: varies TAS 112 Accessory trim, clay roof pieces for use at Width: varies hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. Clip L = 6" TAS 114 Tile clip D = 0.125" Clip L &h = 2" TAS 114 L Shaped tile clip W = 1/ 2 „ 0.05" thick 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier Test NamelReport Date IBA Consultants, Inc. 2397 -116 ASTM C 1167 06/28/07 The Center for Applied 94-083 Static Uplift Testing April 1994 Engineering, Inc. TAS 101 (Adhesive Set) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. TAS 101 (Mortar Set) The Center for Applied 25- 7200 -1 Static Uplift Testing Feb. 1995 Engineering, Inc. TAS 102 ... ° ° • (C�4kDrive Screws, so* ° ° • ° mittens) The Center for Applied Project 3A25° ° °' • Wtitbriven Rain Oct. 1994 Engineering, Inc. Test #MDC -78 TAS 100 Celotex Corporation Testing MTV51d(:49 ; ° 0�(A) May 2000 NOA No.: 07 -0929.05 Y Expiration Date: 12/26/12 • • • • • • • 000 ° • Approval Date: 12120/07 • ° 0 i° i i • i i Page 2 of 7 00 • • • • • • • • • • • Test Agency Test Identifier Test Name/Renort Date PRI Asphalt Technology, Inc. CLF-003 -02 -01 TAS 102 October 2001 Redland Technologies 7161 -03; Appendix III TAS 102 Dec. 1991 Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nall -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Walker Engineering, Inc. Calculations Aerodynamic Multiplier March 1999 Walker Engineering, Inc. Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc. Evaluation Calculations 25 -7094 February 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 Walker Engineering, Inc. Evaluation Calculations 25 -7584 December 1996 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 3. LDWATIONS 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. 3.7 May be installed on slopes 7:12 and greater. 4. INSTALLATION 4.1 `Altusa One Piece S' Clay Roof Tile and its comport inq • h X be be in strict compliance with Roofing Application Standard RAS 118,:RAS 1 j9'�d $%S it. 4.2 Data For Attachment Calculations 0 • • • • • • • • • • •• • •• • • • •• • • V • • • • • • • • NbA N(f? 7. 0919.05 { Expiration Date: 12/16/12 .. • . App Irate: VM107 :.. Paje 3 of 7 ••• • • • 000 • • Table 1: Average Weight (W) and Dimensions (I x w } Tile Profile Weight -W' (Ibf) Length -1(ft) Wldth -w (ft) Altusa 'S' Tile 6.9 1.52 0.875 Table 2: Ae amic Multipliers - I ft Tile I (ft) Profile Batten Application Direct Deck 6pplication Altusa'S' Tile 0.253 0.274 Table 3: Restoring Moments due to Gravi ty - M ft -Ibf Tile 3 4°. 12" 5"• 12" 6 "• 12" 7 12" or Profile or less greater Altusa'S' Tile Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck Deck Deck Deck Deck 4.47 6.35 4.40 5.27 4.31 5.16 4.20 5.03 4.08 4.89 Table 4: Attachment Resistance Expressed as a Moment - M (ft -Ibf) for Nall -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (Min 15132" (Min. 19/32" plywood) plywood) Altusa'S' Tile 2 -10d Ring Shank Nails 28.6 41.2 19.4 1 -10d Smooth or Screw 5.1 6.8 2.8 Shank Nail 2 -10d Smooth or Screw 6.9 9.2 7.3 Shank Nails 148 Screw 28.7 28.7 N/A 2 IS Screws 58.2 58.2 26.8 1 -10d Smooth or Screw 23.1 23.1 19.0 Shank Nail Field Cli 1 -10d Smooth or Screw 29:3 29.3 24.0 Shank Nail Eave Cli 2 -10d Smooth or Screw 27.6 27.6 38.6 Shank Nails Field Cli 2 -10d Smooth or Screw 38.1 38.1 41.8 Shank Nails Eave Cli 1 Screw with Altusa Clip See c 1p details Altusa "S" 1 Screw with clip (at the 187.1 187.1 WA Tile' head of the Altusa "S" 1 Screw with clip (at the 35.2 35.2 N/A Tile' water course of the 1. Screw must be Installed in the inside nail hole located nearest to the hump of the .tile. •• ••• •• • • • •• •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOA No':b7- 0919.05 Expiration Date: 1211.6/12 Y 2 • :' 0 OA rtrow:Wate: lit/ZO /07 • . ..: . • Pa<e4of7 . .. •. . . • % •• 000 0 000 0 Table 6: Attachment Resistance Expressed as a Moment M (ft -lbf) for Two Pa Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Altusa `S' Tile Adhesive 2g.3 2 See manufactures component approval for installation requirements. 1 3 Fle)able Products Company TileBond Average weight per patty 10.7 grams. Poi oam Product, Inc. Average weight per a 8 grams. Table 7: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Single patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Altusa'S' Tile Polyf PolyP 66.5 Polyfoam PolyProTM 38, 4 Lar a paddy placement of 63 grams of PolyProTm. 5 Medium paddy placement of 24 grams of Pol ftTm. Table 8: Attachment Resistance Expressed as a Moment - W (ft -lbf) for Morta Set Systems rile Tile Attachment Profile Application Resistance Altusa `S' Tile Mortar Set 24.50 5. LABELING 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 ". SIC �K )IC ALTUSA MADE IN VENEZUELA IDENTIFICATION MARK FOR ALTUSA `S' CLAY ROOF TILE LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation ortliiss�st��. ." • •• • • • • ••• • •• ••• •• • • • •• •• • •• • • • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ' NbA No.'07- 0929.05 ° . Expiration Date: 12/16112 • • • . Apirm l Date: L2120107 • • t+5of7 . .. .. . . . • • .. PROFILE DRAWINGS ALTuSA ` S' CLAY Row TILE .a CL n) DETAE s °SPANISH S° TILE BY ALTUSX (TYP.) 2 -112° OVERLAP (COVERS PIN HOLE) 4 SCREW IN THE INSIDE HOLE o NEAREST TO THE HUMP OF THE TILE i DECK' CLIP WITH ONE (1) SCREW ATTACHED TO DECK CLIP PLACEMENT DETAIL O CUP ....... . .. .. • • • • • • • • • • 00 000 00 0 0 0 06 • •. • • • • .. • • • • • • • • • •• . • •. • • • . • • • • • • • • • • • • • . • N6A Nol b7- O Expiration Date: 12/16/12 • :A rp: ovai•Date:1.2,/20 /07 • : : • : : : Pago 6 of 7 . .• .. 000 . •• . • SCREW (HOLDS CLIP DETAILS (CON'T) °H S° TILE BY ALTSPAMSUSA 2 V2" OVERLAP (TYP') (COVERS PIN HOLE) SCREW (HOLDS CLIP ONTO DECK) Q SCREW IN THE INSIDE NAIL HOLE NEAREST TO THE HUMP OF THE TILE •I 1 DECK CLIP PLACEMENT DETAIL 1 1/4 134" 3/4' 5! 5/8' 1 , 518" GALVANIZED 3. 0 , METAL CUP DECK 2 1/2" SCREW END OF THIS ACCEPTANCE .. ... .. . .... •• • •• • . • . • . . • . . • • • .. .. .. .. .... . . • • . . • . . . .. . . ® • NbA No '07- 019.05 Y Expiration Date: 12(16/12 :ApprovpDate:IWO/07 . .. .. . . . .. .. M I A M I•DADE MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the wards 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. Acebo. .• ••• . . . . . .. . ... ...... . •• ••• •• • • • •• •• • •• • • • • : : .. l 0A Nor t f;0.02 ` ° Y 00 : : ' 3Z*iCattbrfDaf1C V /iO) /11 -4 ' ' ' Appx%val DIfe: 04113/06 Page 1 of 7 ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications Polypro® AH 160 N/A TAS 101 Two component polyurethane foam adhesive Foampro® RTF1000 N/A Dispensing Equipment ProPack8 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of Polypro AH 160 roof tile adhesive. PHYSICAL PROPERTIES: PropL Test Results Density ASTM D 1622 1.61bs. /ft. Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./Ft Moisture Vapor Transmission ASTM E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0.07% Volume Change @ -40'F., 2 weeks +6.0% Volume Change @158 100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical aver a gev values as determined by accepted ASTM test methods and are subject to normal jnanufstdtag vprtati'oil. • • • • • • • • • • . •• ••• •• • • • •• •. •• • : : • 11! No: 0- 124.02 0 00 Vx$i�' 4n *Dafe; 05 /1jl /11 ' Approval Ddfe: 04P13/06 Page 2 of 7 ••• • • . . ••• • • • •• •• . • 00 r• •• EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering 494 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25195 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02/99 520109 -2 -1 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. PolyproO AH160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AM 60 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. J • • ... .. ..... MS . • • .. * 00 • • AAA No:: &4241.02 " _ • • • 4*4 E Da M. (16/ 0 /11 Approval Dale: 04723/06 Page 3 of 7 INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the FoamproO dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1 .0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. PolyproO AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro(& AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Single Paddy Two Paddy Weight Detail Weight Min. per paddy Min.. (grams) (grams Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap and N/A Barrel) i 34 /pan Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: .. ... . . . . .. .. As required by the Building Official or applicable building code in ord1r to prdp& 4 of aUte fie: .. installation of this system. .... ... ... . : •. : . Nk 464241.02 • • • • • • •�aplralfon Date: 45/10/11 Approval Date: 013106 Page 4 of 7 OV ADHESIVE PLACEMENT DETAIL I SINGLE PATTY Nall through phasOc cement Paddy waeath The) Nall through plastic cement Paddy {Berae6 He) urelarlayated , Undertaymerd ° 1 10 ha, ° 101n. 21 ° EMCoarse Fascia Eave Cc= Fascia WOIe Eavecorassodp. Eave course only. Eevaclosure Eav MS= b p adiesive apprM K eep wsivea prooL Ddpwp 4 In. up from wapholes upt Nall tiamugh *sticcomad p�yMem•tbTHej 1) Place #no* adheatvetoachieve 17 to 23 �P P�� for NaHthroug6 plastic cement UndedeymeM sgarere htcires bt codaetvdth the pan toe Tom covets upside dam. Place adhedve 112 le, To 1 in. From outside edge of cover His. wtk Then install IN th. o Underlaymed 10 in. I 2 in. o YlY' 6 EaveCoursa Em clasms Eavecomseonly. top�Hon han ��approL4In.up Fascia ofiheeave / Sheati>ing course cover Oil Abut to second course of pan Him Ensure ea" wal of pen and cover &a are Rush at am One. an bnpuhw Eava closure Weephole Fascia it ( $he-) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• + 0 : • 1�SOi1 N.A' Ob- d2012.02 ` • ! • • ' xpin rtfon Dafei 01111/11 Approval DAM: 04113106 Page 5 of '7 • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cent Paddy Poneeth Tlle) Nall through plastic cement / Paddy ( , He) Underlaymerd a Underiayment a � o a 1 2 In. T 2 in e Eavecour8e °� a a Fad Fascia Wee*b Em can Ewe closure Ears clostae Wp edge Nall through plastic cement paddy (Beneath Toe) Undoftunt Tin. i In. e 0 Eave closure Eave course Fascia • •• • • • • ••• • •• ••• •• • • • •• •• • •• • • • • : : i • :WA N4.:064)211.02 :Elpfra&oA DO: 45/ :0/11 • • • App • fovat Bate: 0$113/06 Page 6 of 7 ••• • • • • ••• • • • •• •• • • • •• •• ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement paddy Nail through plastic cement Single paddy under tile (between tile) Underlayment Single paddy between file (under P tile) 21n. x 71n. medium course pa � course Single paddy x 3 in under file ` }in.x 3 In. Single paddy on 2 in. 4 in. single 4 in. in. under. paddy on laymont ° under- la Single paddy Fascia Eave course on top of tile Weephol � gle �Y� 21n. X 7 in. medium Cour Eve closure p size paddy eave Fascia course only Nail through plastic cement Single paddy under tile Single paddy between file ° j� In. x 3 in. 4 in' J o Single paddy onunderlayment 2 n` ° Single paddy Eave Closure on top of tile) 2 in. x 7 in. medium Feve Course F size paddy am course only •• ••• • • • • • •• END OF THIS ACCEPT4Cj:; •�. • • • • rtDate: 06/;0/11 • • -Approval Dw4: M3 /06 Page 7 of 7 • •• •• • • • •• ••