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RF-09-1309 Miami Shores Village �f5 fk .... v 9 fl 10050 N.E. 2nd Avenue u � Miami Shores FL 33138 -0000 Phone. (305)795 -2204 r►R Expiration: 031 . Project Address Parcel Number Applicant 474 95 Street 1132060140440 Miami Shores, FL 33138- Block: Lot: LAURA & JAVIER ORTIZ Owner Information Address Phone cell LAURA & JAVIER ORTIZ 474 95 Street MIAMI SHORES FL 33138 -2730 Contractor(s) Phone Cell Phone Valuation: $ 4,0 00.00 RENEGADE ROOFING INC 306-231-7111 (786)326 -9877 Total Sq Feet: 24 Type of Work: Repair For Inspections please call: Additional Info: FGLASING AROUND CHIMNEY (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 $2.40 RF48-09 -35560 $ 111.70 $ 50.00 Education Surcharge $0.80 A Permit Fee - Repairs $1 00 . 00 RF -8-09 -35560 $ 111.70 $ 111.70 $ 0.00 Scanning Fee $6.00 Cheek* 1866 Submittal Fee $50.00 Submittal Reversal Fee ($50.00) Technology Fee $2.50 Total: $111.70 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. October 01, 2009 Authorized Signature: Owner / Applicant I Contractor / Agent Date Building Department Copy October 01, 2009 1 LV�1c6 LII 111U1 V ll.iagu B�tt.oel �; ?6 g�SA(Ae Building D epartment 9 A UG 0 6 200 a 4 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 ' Tel: (305) 795.2204 Fax: (305) 756.8972° - - - -- BUILDING Permit No. PERMIT APPLICATION. Master Permit No. Permit Type (circle): Building Electrical Plumbing Mechanical ° oofirt Owner's Name (Fee Simple Titleholder) � " Phone # Owner's Address �« City _,� State ;?5::: Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) ,� /?�� �•� °�% ' City Miami Shores Village County Miami -Dade : Zip - = ; u is Building Historically Designated YES NO Contractor's Company Name Contractor's Address Ae x4 eir City State 4.fts Zip x:� - z Qualifier^ State Certificate or Registration No. 01 ?,0e 4?_ y ComDetenev .No. Architect/Engineer's Name (if applicable) .ry Phone # S Value of Work For this Permit � Squaft Footage Of Work: Type of Work: [}Addition QAlteration DNew �Repair/Replace, ❑ Demolition Describe Work: Submittal Fee S Permit Fee S , �(y"" CCF S t � y � �rC�- Notar S TraininglEducation fee Technology Fee S of -n Scanning S ( ° Radon S Tonin Bonet. Code Enforcement S Structural Plan Review. S Total lice Novy Due S ( (Cont))Iwt(i o)) opj)ogitV..side' ., . Ti Bonding Company's Name (ifapplicabie) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address 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 b& 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 inaccurate 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 if whose property is subject to attachment. Also, a cert ed copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven �) days after the building permit is issued In the absence of such posted notice, tire inspection will not be approved and a reinspection fee will be charged. r Slgnatur Slgnatur Owner or Agent Con ctor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 ,Qt y by �ta � day of ,G � 20 , by .� who is personally known to me or who has produced who is nersnnally known to me or who has produced As identification and who did;,take an. oath. as identification and who did take an oath. NOT AR NOTARY PUB P DIJQt)E JOSE P ®tlQUE Si Sign: SSION #1` DD785247 S May 04, 2012 Print: EXPIRES May 04, 2012 Print: (407 183 Flwidald My Commission xpires: My Commission Expires: ffffffffffffffdeffff9e' zYffff** ff *Yc:Yffffff *ffffffffffffff &ffffffffffffff *ffffff &ff 9e �tff ffffff *ffffffffffffff &ffffffffffffffff &kfffffffffffftR geffffffffffffffff * &ffffs43e,k 3e deffffffffffffff�c kkk la�aak kkkk�> kkskakkskkkkkkkklaakkkkmkokkkkakakkk�nkkkkakk kkkkkkkkkkkkkKk�k* ak* k� kkk' k* rksk: kkknk�FNkkkF %kshjkki� APPLICATION APPROVED_ f3Y; Plans Examiner Engineer Zoning Chc 05/13/03 Section A • w ••♦ • • ♦•• •• •• • . •• •• • IAl ✓ w • ♦w w ♦ ••• y , T Ipr>�ai -Dade County Building Department Electronic Application .a - S. ,. Igh_k city Hurricane Zone Roofing Permit Application Form ♦ w ♦ � Q &Aon A (General Information) Master Permit No: ♦ry - 0 6 44 Contractor's Name: :••' ♦' Job Address: :474 NE 95th St. Roof Category ❑ Low Slope ❑ Mechanically Fastened Tile Mortar /Adhesive Set Tile ❑ Asphaltic Shingles ❑ Metal Panel/Shingles ❑ Wood Shingles /Shakes ❑ Sprayed Polyurethane Foam ❑ Other: Roof Type ❑ New Roof ❑ Re- Roofing ❑ Recovering ❑✓ Repair ❑ Maintenance Are there Gas Vent Stacks located on the roof? ❑ Yes ❑✓ No If yes, what type? ❑ Natural ❑ LPGX Roof System Information Low slope roof area (ft 2) Steep Sloped area (ft 2) 24 Y Total (U) 24 Section B (Roof Plan) . ..................:.. Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. Perimeter Width (a'):❑ Corner Size (a' x a'): ......... ... _........, . .._ .... ... ....... . ..... _. l " � z o Q F U LL. .r n) W � ^' U_ � � r � 2 w r O m U Li -C Q C, J d � za o i— C) c �- Cl.- U n LO o c ° D I Cr N �.- goop v Crc � 93 �r Miami Shores Village Building Department 10050 N.E.2nd Avenue O �� Miami Shores, Florida 33138 4 P ress % Tel: (305) 795.2204 ZOR Fax: (305) 756.8972 Permit No: 09- I� Job Name: V;.Iv , 2009 Page 1 of 1 10 Building Critique Sheet a. Cj ,a. A 01tagg. Ir 1-i e&L's-Ak &091149 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 121271 Permit Number: RF -8 -09 -1309 Scheduled Inspection Date: January 13, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: ORTIZ, LAURA & JAVIER Work Classification: Repair Roof Job Address: 474 NE 95 Street Miami Shores, FL 33138- Phone Number Parcel Number 1132060140440 Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Phone: 305 - 757 -2612 Building Department Comments REFLASH CHIMNEY WITH NEW FLASHING AND BULL MEMBRANE Inspector Comments Passed Failed Correction ❑ Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. January 12, 2010 For Inspections please call: (305)762 -4949 Page 3 of 22 �I12�2�n CITE'' Miami Shores Village JAN 0 6- 2010 Building Department BY; � 10050 N.E2nd Avenue, Miami Shores, Florida 33138 �.rWir Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING Permit No. 3 PERMIT APPLICATION Master Permit No. FBC 2004 Permit Type (circle): Building Electrical � Plumbing Mechanical oofm Owner's Name (Fee Simple Titleholder) L- 1 hone Owner's Address L41q q J Ci cAjmt sTpt-e�q State Zip J Tenant/Lessee Name Phone # Job Address (where the work is being done) � IL�` 9S City Miami Shores Village , County Miami -Dade Zip FOLIO / PARCEL # / 3R ®G ®/ 7 ! ® � Is Building Historically Designated YES NO Contractor's CompanyName Vhg;41 asl- Phone # ®J� =7 Contracct Address � � Z �r City �,�lWt State Zip ..5313 Y7 Qualifier Name ,�jt✓ Phone # State Certificate or Registration Noe.k. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone #— Work For tl u bTmit $ ct d 'qZ Square / Linear Footage Of Work: Type`o1' Work: Addition FlAltemtion EINew "'Repair, eplace ❑ Demolition Describe Work• Submittal Fee $ Permit Fee $ CCF $ CO /CC Notary $ Training/Education Fee $ Technology Fee $ 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 �br ELECTRICAL WORK, PLUMBING, SIGNS, WELLS POOLS, FURNACES, BOILERS, BEATERS, 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 O,U INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE , RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must!', promise in good faith that a copy of the notice of commencement and construction lien'''law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site',; for the first inspection Which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the , inspection will not be approved and a reinspection fee will be charged Signature A Signature a Omer or Age t Contractor The foregoing instrument was acknowledged before me this The fo oing instrument was acknowledged before me this k= day of L , 20 to „ by day of 20 , by 0 �cIVO who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification,and who did take an oath. H 'tit NOTARY PUBLIC: NOTARY PUBLIC: NOUN F0UC4'rA7E OF Sandra D. Heft =commission @D Sign: Cam°` ATF. OF V110 Sign: ExPir�9: APR Pa Print: a s APR. 02 2QU My Commission Expires: t mao t, tssartc My Commission Expires. 16 .,. itl ho 02, 20 �alitl APattlltl���r APPLICATION APPROVED BY: s % �� `�C� Plans Examiner Engineer jr Zoning (Revised 02/08/06) Miami Shores Village Building Department Change of Contractor Permit No. 00 �r 1 Owner's Name (Fee Simple Titleholder) D rte& bi - Z- Phone # 9-eJ 26 a 4 1 f Owner's Address 4f 7 t { Al '67 4 j city it ! A N sA 6 re-J State � zip t 3 & Tenant/Lessee Name Phone # Job Address (of where the work is being done) 7 g� L ,6-1 -�-/- City 74 ( P.t 1 S A6 YG) County b AtD Zip Legal Description Contractor's Company Name Oh - ek) 0 UK ®7 / Phone # �- Contractor's Address / .6 V 6 ' 9 7 -Y ]" City p t ,4m r " A6 c,� State F zip --- Qualifier J, n, 0 Vr Describe Work. R e R4 /2 0,A) n 9g Ze ` a C C- I hereby certify that the work has bee& abandoned and /or the contractor is unable or unwilling to complete the contract. I hold the Building Official and the Village of Miami Shores harmless from all legal involvement. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this ` The foregoing instrument was acknowledged before me this r day of 20 / ®, by ��'�"� �-" day of 26 / 0 by 7,4 0) ej C hhPAJ ; � who is perso y to me or who has produced who is perso l nom to me or who has produced As identification and who did take an oath as identification and who did take an oath. NOTARY JPLIC NOTARY P IC: Sign: / `'�-� Sign: Print: / /cr ' Printer n o My Commission Expires: DD857841 MY DD857841 Arapltes. MAR. Ei7, x018 *Eim: X R. 07, ton ffi1T$B4 Ay7ai1�1gC g DT%t r 111�e 909M MU ATLAM BAR ixe co., W 3r 3c �Y 4e * *9e 3c3r �Y��� k�Y�Fc 9s �Y 4c4e 9e �c 3e 4e 3e9s 9c 9e �Y ie sFaY 4c dt �'t 4t 4e &9s�9c 3e�9e�Y$9c is 4c a4 &4c�9r 9a 4nY ft &9t sY StYt 4t Yt st �Y 4tiF�tY �'t$c9t4t 9i4c 3t �c stfr aY 4t Ye 9e 9c3t 3e aY�Rr 4e9t9e �Y9e �3e�9t 9c�Ye�k *�Tc Rev. 09/19/03) sAma IM 10050 NE 2nd Ave Miami Shores, Fl 33138 Phone 305. 795.2204; Fax 305. 756.8972 www.miamishoresvillage.com DATE: l HOLD HARMLESS PROPERTY LOCATED AT: Iq �� e. As legal owner of subject property, I request the cancellation of permit number 12 l- e 1 issued to A eh C , tiACJr /& a r ? for the following reason: &I uel f G � Date of last inspection: d - o 4 k I hereby apply as owner - builder, or authorize (new contractor) & ek U&' to apply for such permits as necessary to construct or complete the construction on subject property. I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from the cancellation of the existing permit or the issuance of a new permit. I furthermore assume responsibility for the correction, if required, of work performed under the permit for which I am requesting cancellation. (Owner's Signature) (Prime Contractor -Only if subcontractor holds permit or if change of qualifier) . (Print Name) (Print Name) State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he /she is the legal owner of the above property. Sworn to and subscribed before me this /" y ofJof ll4 JVATB� a Notary Public, Sate of Florida at Large «-p F t , Page I of 1 High Velocity Hurricane tone Uniform Roofing Permit Application Form I NAM1 DADE COUNTY BUILDING DEPARTMENT ELECTRONIC APPLICATION INSTRUCTION PAGE n APP� j N FORM ANDATTACH THE SECTI QUIRED DOCUMEN S AS NOTED BE OW h .. Roof System Required Sections of the Attachments Required Permit Application Form See List Below LOW Slope Application 1 A, B, C 1,2,3,4,5,6,7 Vn BUR RAS 150 A, B,C 4,5,6,7 Asphaltic ingles A, B, D 1,2,4,5,6,7 Clay The A, B, D, E 1,2,3,4,5,6,7 A, B, D 1,2,3,4,5,6,7 les and Shakes A, B, D 1,2,4,5,6,7 Other As Applicable 1,2,3,4,5,6,7 ATTACHMENTS REQUIRED 1. Fire Directory Listing Page 2. From the Miami -Dade County Notice of Acceptance r / 1 NOA Cover Sheet I n- TE ' 1 / NOA Specific System Description NOA Specific System Limitations ^ ' r NOA General Limitations _ 1 Applicable Detail Drawing - D ngs S� - M) ,,Cc'b'LFEDERAL, AND �= EGULgTIONS 3. Design Calculations per Chapter 16, or if applicable, RAS 127 or RAS 128 4. Other Component Notice of Acceptances 5.. Municipal Permit Applicppop.... . • • 6. •.Owners Notification fo.Roofin • . b � �Aii�ndix " F" Form) Re -ro Repairs Only ofing or r �; � �� • �,, .� .. 7. Any Required Roof T f "1 -. �` D ntation Any other additional data b \ ' • • • • to determine the integrity i f t0e Building Official • �i�w•tt/�.�T��..... ___a.AIAA ta.wnw . .. _ Ownces Notification Form 07 HIAM WORD "Delivering Excell- Every Day" SECTION 1524 HIGH VELOCITY HURRICANE ZONES— REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 Scope. As'it-pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Budding Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the designated space indicates that the item been explained. ' 1. Aesthetics - workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. . 2. Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring its (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. kk 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the origin roo g system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordanc with the requirements of: Chapter 15 and 16 herein and the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures.g4ould have,soine ability to vent natural airflow through the interior of the structural assembly (the building, itsefD.; 11hi j�ihing amount of attic ventilation shall not be reduced. Exception: Attic spaces, designed by:a Tr©rid&Acensed engineer or registered architect to eliminate the attic venting, venting shall not be required. ®� Ownees/A Signature: • : ' Date: Contractor's Si • Permit Number: Property Address:' �_ • • �• • • 060 0 ,4 8ao�va A Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Roofing Permit Application Form "Delivering Excellence Every Me Secdon A (mat NKornne0on) Unter Pmt No: Process No: t...._� Comtr owes Nary: t`'lb bJY004 AJ . r• i .lib Addrew: A S Roof COsgory ❑ Low Sbpe ❑ MechanftW Fastened Tile ❑ Mortsr/Adfmw Set The ❑ AWm* N*on ❑ filad Pandaftgles ❑ Wood Sh SISw= ❑ Sprayed Poly<arethane Foam ❑ omer. Root Type ❑ New hoof ❑ Redtooting ❑ Recovering Repair ❑ Maintenance An the On Yant Stadw Welled on the roof? ❑ Yes v No if yes, what type? ❑ ❑ LPGX Roof Sydtem Inkmatift Low dop roof apes -00 � steep sloped area PO I. , `'1 .,. 1 Totw ooh Section B (Root P1w) Sh" Roof Plo: Mudrate adi Wisis wW moons, roof drslre, snappers, overflow scuppers and Overflow dredrts. lndude dbr otswim and cMdy ldw* dhrrerskm of sWimbd pr+mnsum zones and 1000m of PamPft Peeur *Wk (s�: 1 Come Size (a' x 61: • . . .. . ......... • .. . . .. / o @i /'� .... 00 . . . . .. . . • V 0 0*6 we ROOF SSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 Higfi- velocity HarHcam zone uniform Permit AppltcaUOn Form- e .�tinn D tBteeo Mooed Rnof Svstert�� Roof System ��►���r� � � Notice o #-►cc0 cee N mber: Minimum Design Wind pressures, K Applicable (From RAS 127 or Caiculatlons�: L� P3; P1 • �' 9� p2• Maximum Design Pressure product App Specific System): (From th� at oa�___Sto_pL3ci of Sv$ L�i. ��' Deck Type: Type Underlayment:`� Roof oPe: �'- 12 Insulation: Fire Barrier: Fastener Type & Spacing: t,�t Al Ridge Vent ? Adhesive Type: OW11- 'type Cap Sheet' Roof He �-- Roof Covering: Mean g ' ee • ; '.:: �eI Q ;e Drip (� r •• N • ..... .. • • • • . ` • •• • • • ` • BUILWNG . .. .. • ♦ • .. • • FLORIDA BUILDING CODE"' 1$ ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. ctl E (Tile CalcuWlons) For Mornant based dlesystams. chooae tithes Method l or 2. Compare the values for M with the values (tutu M If the M values ace greater than or equal to the Mr vahras. for each arts of the roof, that the the attachmetu method is acceptable. W.Owdd I Mr Based Tile Calculatt Pa RAS 121" (P 5z . x 7 •e r j t MR e��� m K, Product Approval M (P2 X I s _ y • Mgt,, �� � �y. -= K `� Product Approval Mf .;{� ' (P3: �4), �A } • Mg: J3 .�J• m M Product Approval M f 1pif Method 2 "Simplified Ttle Calculations Per labla Below" Raquatd Momett trf Raaistsoce (Mr) From Table Below Product Approval Mr M required Moment Resistance* mean Root "atom -+ now Slope is' 20' 23' � � 30' 40' 212 NA 36.5 3 8.2 39 .7 42.2 1 3:12 32.2 34.4 36 0 + ~�µ _ 37.4 39.6 -412 30.4 32.2 33.4 33.1 37.3 912 1 28.4 1 30.1 1 31.6 32.8 1 34.9 8:12 26.4 26.0 29.4 30.5 32.4 7:12 24A 26.9 2T .1 28.2 30.0 .Must be used in coalunctiou with a list of mooteat based the systems endw%W by the Broward County Board of Rules and Appeals For Upliftbased till systems use Method 3. Computed the values for F' with due values for Fr. If the F'vsluea art grata than or equal to the Fr values, for arch am of the root that dte the im climax nual u i is acceptabk Method 3 "Momeat Based T Calculations Pct RAS 127" (Pl: +.•... x L _,,,• _� x w. a �� - W. x cos 9 - o F Product Approval F.- (P2: _ x L, _ _ x w: >. ) - W:,„____ x cris B „ = F _ _ Product Apptcval F - - � x L _ x w: a } . W: „ x cos 0 _,___ + F Product Approval t Where to Obtain information Description S robot Where to find Destga Pressure P1 or P2 or P3 RAS 127 Table t or by an taginating analysis pro 4 PE based on ASCE 7 Mean RtxH ilia ht H fob Site R"I'Stope 8 Job Site Aerodynamic Muftiplis d Product Approval 3 Rasm:ing Molten do to Ma Approval Gravity Attachment Resisraace mf Pr oduct App roval Reveal Moment Resiaunue M CalcutatrA _ �. .._... Mimmum Aoachmart V Product Approval Rdtstance Required Uplift Rutstantt Fr Calculated • • • • • • Average Tde Weigta W Product Approvai • • i • • st _ ! 0 • • Tile Diracruitau L latglh Product Approval • • i • • i i • i • • • i i • • W : widW AU cakvlad0rd taunt be PAmitttd to dse building official at dx time of Pemut aMlice T i i • • • • • • • • • • •• • • • •• • • ••• • • • ••• • • U ?L. 1:• LVi�� L.dJrN: i I� M TAM MIAMLDADt COUNTY. FV)RID& a " MMO -DA DIE FLACiLMI I3CJIf DING BUILDINO CODE COMI?LIANCE OFFICE (ECCO) !t 140 WEST FLAGIAR STREET, SUM' 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375.2901 VAX(305)375-2909 NOTICE OF ACCEPTANCE CNOA) — Clay Forever, LLC 6801 NW 77 Avenue Miami, FL 33166 SCOPE: ' This NOA is being issued under the applicable rules and reguls ions governing the use of construction materials. T6.c 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 Miar i ')ade County and other areas where allowed by d:e Authority Having Jurisdiction (AF.J). This NOA shall not be'valid after the expiration date stated • del -.)w• The Aami•Dade County Product C.'onuol Division. (In Miami Dade County) and/or the AHJ (in areas o�sr :ban 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 expend of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material iwithin their jurisdiction. BORA reserves the eight 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 buildino coda. i, This product is approved as described herein, and has been desiincd 13 comply with die Florida Building Code including the High 'Velocity Hurricane Zone of the Florida B uilling (. DESCRIPTION: A1tusa "S" Clay Root Tile 3 LABELING: Each unit shall bear a permanent label with the w Mar wren's name or logo, city, state and following statement: "Miami -Dade County Product Contr0l Ap rCved', unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal all, plication has been filed and there has been no change in the 'applicable building code negatively affecting the 'eiforn awe of this product. T`ERMINATIOI•+T of this NDA will occur after tha expiration to or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. M ( o e of this NOA as an endorsement of any product, for sales, advertising of any other purposes shall sutowc it; •.alty terzinate this NOA. failure to comply with any section of this :R'UA shall be cause for termination ar+ ft "nval of NOA. ADVERTISEMENT: T'ht: NOA number preceded by the words Iv!•iami - Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. I & portion of the NOA. is displayed, then it shall be done in its entirety. . INSPECTION A copy of this entire NOA shall be provided tod�ith :user by the manufacturer or its distributors and shall be available for inspection at the job site. at the reques0ot the Building official. This renews NOA #06- 0706,09 ar,d consi4-s of p1164* 1 ?1 tfh�.: • • ! The submitted documentation was review ,*cLby Alixai et. �•; ••! ! • • .... NOA Nos 07- 0919.05 Expiration Date: 12416/12 ••! ! • • • ••1 • • Approval Date: • • i : • i •f: i i • ! !: • • • Page 1 of 7 Tn•.t �o�e .JN s �'J. �' : , :<:` it�:t+;d't�i �$ :S� 800 ° P2 —S�,$ Utt.l.. 14 +.t al: ?'f + ! r•c.. is � ROOFING ASSYMlilrr'I APPROVAL i Category: Roofing i Sub- Catrgory: Roofing Tiles I&tet W: Clay 1. SCOPE' Th-s renews roofing, system using Altus-" One Please S' Clay Root Tiles, as manufactured by Alfwxia Del Turbio, S.A. (ALTUSA) in VenMela* said de sdibed in Section 2 of this Notice of Ac,%aptancc. For locations where the pres,�ure requt�ments, as deternuned by applicable 1? nil+iing Cads -io °.s not exce•.eA the deli pressure vAues obtidn ed by calculations in compliance with F.AS 1 <7 using the values listed in ection 4 he, e+in. Tt attachment calculations shall be. done as a merwat based system. 2. PRODUCT DESCRII'TION on fat_turcd b Test I' Product licant Dimensions . peci#Ication� �. Altusa One Piam `S' 1.. =18 st" TAS 112 high profile clay roof tile. For direct deck or Tile W =10.5" !batten nail -on, mortar set or adhesive set 'h" Chicle nominal applications with minimal headlap of 2 -W* 3.25" high a. Trim Pieces Length: varies TAS 112 ' gccessory tr_tn, clay reef pieces for use at Width: varies dips, rakes, ridges and valley terminations, varying thickness fauufacturred for each. tile profile. Clip L = 6" TAS 114 r; le clip D = 0. 125" Clip &h = 2" TAS 114 �. Shaped file clip W =V 0.05" thick 2.1 SCJBMITTED A VEDENCE. Test - z . Test Identi_tler 'hest NatMORetiortt Data M Consultants, Inc. 2397-1, 5 +. ASTM C 1167 06128107 The Center for Applied 94 -C183 Static Uplift Testing April 1994 Engineering, Inc. (: TAS 101 (Adhesive Set) The Center for Applied 94-084 s Static Uplift Testing May 1994 Engineering, Inc. i TAS 101 (Mortar Set) ? -1 Static Uplift Testing Feb. 1995 Tht Center for Appliari • • • Q • • 1?ngiatCrirag, Inc. • • i TAS 102 • • • • • • a (Quick -Drive Screws, • • • • • • • • • • • • Battens) . Np. 3p " 025 }; Wind Driven Rain Oct. 1994 The {;toter for A�pli�l� • �' � � �e�SC�Z TAS 100 !: Engineering, Inc. T • • • 0 *0 Celotex Corporati3n Testing • • • • MT9'264 9 �' TAS 102(A) may 2000 140A No.: 47- 0919.0; • • • • • • Bxpiratlon Date; 12!16112 • ApprovaI Date • Page 2of7 .... . . .... . 7.t1'd �8e�.� 1.811 Cift£ 3^II t .ett'IQ�t' �flt�tlY'� t�t�d�itt!e'i�i 00:0 8002- 9Z�83.3 rri; r t • i Test Agency Test Identifier Test Nance 222EA pate PRI Asphalt Technolo , Inc. CLF- 003 -02 -0: I; TAS 102 October 20 sp � I: Redland Technologies 7161 -03; Appendix M TAS 102 Dec. 1991 Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 105 (Nail -011) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) I' Redland Technologies PM31.01 l; Wind Tunnel Testing July 1994 TAS 103 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Sept. 1993 Vesting of screw vs. smooth II shank nails Walker Engineering, Inc. Calculations I Aerodynamic Multiplier March 1+99 Walker Engineering, Inc. Evaluation Calculations f' 25 - 7183 March 1935 Wallmr 1= nghieering, Inc. Evaluation Calculations 25 -7094 Fobruary 1996 Walker Engineering, J=. Evaluation Calculations }° 25 -7446 April 1996 Walker Sigineering, Inc. Evaluation Calculations 25 -7584 December 1996 ?5- 7804b -8 25- 7804 -4 & 5 �.5- 7848 -6 3, LIMITATIONS i• 3.1 File classification is not part of this acceptencc_ 3.2 For mortar or adhesive set tile applications, a ;vatic f,eld uplift teat shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami -lade County Certified Laboratory to perform quarterly test in accordanca with TAS 112, app�ndiz `A'. Such testing shall be submitted to the Building Code Compliance Office for reviev: 3.4 Minimum underlayment shall be in compliant with the appIcable Roofing Applications Standards listed section 4.1 homin. I! 3.5 30/90 clot mopped underleyment applications r► be installed pe andicular to dxe roof slope unless stated otherwise by the undedayment al manufacturers published litexature- 3.6 This acceptance is for wood deck applicatio: . Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater. i 4. TNSTALLATWN..... .. !' 4.1 'Altusa one PiCee' g f1jy �Rgot Vile and $s components shall be installed iu strict compliancti witlt:t(:o$ngA�l$tltiolt �tandard 4f :S 11$, RAS 119, and RAS 120. 4. Data For At ta nfCalcidla0bet, " ••• . . ••• y • . . I. .. . . ..... . .. .. .. ... %.. .. • NOA NO.: 07. 0919.05 ... ... . i; Expiration Date: 1246/1. ' ' ' • . . . . G Approval Date: i i• i i i i i• i Page 3 of 7 i� £0'd £K£ X88 90£ 3111 3005 Ny3N'ltM1I :WW 10.00 8002 -V -Sad ?t. /J, ittl 1 :,0r Table 1: Average Weight (W) an Dimensions (i x w ) Z °iii Profile Walght -W (Ibt) i. Lanoth -I {ft) Widtfi -w 00 Altusa 'S' '+ ilE fi.9 j .52 0.875 "Cable 2: Aerodynamic M tt liars -X M ___ l Batten A " iication Direct QqqKAPoollcatlon Altuea'S'Tllo 3 F 0.274 Tab le 3 rin Mom ants due to - Gravit ft-lbf I Tile 3 ":12„ 4 " :12" 6 " 2" � - 6 , ^ -- : 12r 7 12" or Profile or less reater AituSS `S' Mils �sltens�D,tect Ba�rens Direct Softens : 0irect £apt ®ns Direct a!tens D;rect i Deck eck Eck Deck ! 4.47 �i1 6. 35 4.40 6.27 4.31 i b.18 A.20 5.03 4.08 4.89 Table 4: Attachment Resistance Expre feed as a Moment- Mr (ft -lbf) for Nal s ms Tile Fastener Type Direct Dec Direct Deck Battens 1 profile (Min 151321 (Min. 19132" plywood) Ii plywood) i �A►tusa'S' Tile 2.101 Ewing Sl ank Nails 28.6 r 41.2 19.4 �� 1 -10d Smooth or Screw 5.1 8.8 2•E Shank N ail 2.10d Smooth or Screw 6.9 92 7 2 Shan Nails is ? . #a Screw 28.7 is 28.7 N/A 2 413 Scre 58.2 I 58.2 26.8 1 -1Qd Smooth or Screw 23.1 ! 23.1 0 I Shank Nail Maid Cli ' 1.10d Smooth or Screw 1 29.3 24.0 i Shank Nall Mave Clip) j s 2.10d Smooth or Screw , 27.6 27.6 38.6 Shank Nails Meld Clip) 2 -1 Od Smooth or Screw ; 38.1 a 38.1 v1.6 Shank Nair Eave 1 Scr ew with Altusa Clip ee clip, detalls Altusa "S" 1 Screw with clip (at the «~ M 187.1 : 187.1 N1A Tile' head of rile N/A Altusa "S" 1 Screw wish clip (at the 35.2 Tile' water course of file 1. Screw must be Inst I nearest _ 14 the hump of the tile. i X0.4 Igo.: 07.0919.05 • • • • • • i; Expiration DOW 12116112 • • • • • • • P Approval Date. . . . . . . . . Page 4 of ? to ° d ME Lee 908 31I Z Aoo3 NVaAIva'as- I M MOO OO soot- 3Z -83A Tabu 6: Attachment Resistance ExPre sed a$ a Moment Mt (ft-lbf) for Two Pa Adhe Vve et S_y stann s Tile Tile Appticationi, _ Min m Attachment Profile i Resistance Adhesive _ 29.3 • At;ta 'S' Tlir� �� ' _ 2 ^ See manufactures oar, poneni approval for installation requir * m'Qnts Flexible Produots ComoanyTiie9ond Average weight per patty 10.7 prams PoMosm Product, ino. -, vsrage "W1 per elly o grams. Table 7: Attachment Resistance Expreg sad as a Moment • Mr (ft•lbf 1 for Sfngie Patty Adheaiv Set 5 stems Tile Tile Application I Minimum Attachment Profile Is I Resistance ,Ittlsa Tile polyf 1 . 1 65 5 Polyloam Poi P ra 4 Larg paddy p aeement � 83 prams of Polyft''", L6 Medium paMy placement of 24 grarns of p i. Table 6: Attachment Resistance Expresped as a Moment - M, (ft -lb9 i for Mortar Set S • tams ` Tile Tite ' v Attachment Profile A !pp icati ot`i Resistance Aitu `S' Tile Mortar 24.50 5. LABELING All tiles shall bear the imprint or identiRable m xkvig of the manufacturer's carne or logo, or following statement: "Miami -Dade County Prod et t :ontrol Approved'. I; I� C �C -K C &TUBA MAM IN VENEZUELA SIC �C IDENTWICATION MARK FOR A rus,i `S' CLAY ROOFTILE LOCATED UNDROU TH TILE 6, RUILDINC PERMIT REQUIRE:VMNTS 6.1 Application for building permit skull be acc�mpawed by copies of the following: 6.1.1 This Notice of Acceptance. 6A &I oW didbuderls zeoired by th Building Official or applicable baildiug • cads in oad;r rc�e t valuate tide' installation of this system. ... . . ••• .. .. i . .. . . .. ... . .. r NOA No.: 0 7. 0919.05 ... .. ... !, Expiration Date: 12/1.6112 • • • • • • • • A p P rov • • • ••• • • • i Page f7 • •• •• • • • •• •• i; Sold Me Lee 903 3111 900H NYS ;IY 931Iclsw 80: 00 ArInz Q7. ,I P DRAW G yS ALTUS `S' CLAW R()talF TILL I i CLIP DzTAIL', :4 "BPANiSH S" i' TILE SY ALTUS -`• (TYA.) 2.112' OVBRL .. (COVERS PIN H) n SCREW IN THE INSIDE HOLE a WEARM TO THE HUMP OF TNH TILE f r—p ECK CLIP WITH ONB (t) BCIiEW _ A"TACHbO TO DECK 4 J 4 CUPPLACEMBNTOSTA'L �) i; I• CLIP is I NOA NO.- 0 7- 09 Expiration Data. 12/16/12 • • • • • • • • • • • • A�TOVaj �plBt i i• i i i i• i Page 6of I S0'd Mee L$8 $0E sill d0 ©c' Nva- N1tZIuslicaw 14'006 8002- 9Z - ASA La ° a IR01 r scR>:w trai_ CLIP DETAILS (C' ) NI T i i ' SPANISH a" TILL BY ALT641A 2112• �pAp (TYP.) (CdYERS PIN Hai.B) CLIP ONTO DECK) p .I SCREW IN THE IMSIOE NAIL HOLE NraAEST TO *FIR HUMP OF THE Ill. E • f_w . � I DECK I� CLIP PLACHMENT DITAIL ( )4* t are' 9J4• i .J I 1 GAI.VANIZ .:rl ME "A. r.. ;: � �i a 0:-GK 2 it.'sCPEw i I ' FIND OF THIS ACCE*ANCTL i ft i' �I u 'i ji a• •• ••• • • • • • •• •• ••• •• • • • •• l i• • • • • •• • • • • • • li NOA No.: 07. 0919.05 Expiration Date: 12/16/12 • • • f • • • • • • • • �; Approval Date i i• s i i i, i• i !: page 7 of 7 u ).f) IT PAPP 1.AA anr. Eli I,L do0a 'Iya11ysgal 1(3814 v0:00 AOOZ- 9Z -8ad MID 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 (AW). 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: Polyproo AH160 i 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. i 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. i This NOA renews NOA No.01- 0521.02 and consists of pages I through 7 The submitted documentation was reviewed by J rge L. Acebo. • . • • • • • • Ally • • •• • . • • 0 : : • • • • • • I i : • i 000 : .00 NOA No.: 06- 0201.02 4 i i i• • i i i i• i i Expiration Date: 05/10/11 0 00 • • Approval Date: 04/13/06 Page 1 of 7 I I ROOFING ASSEMBLY APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves PolyproO 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 ap roved flat, low, and high profile roof tiles system using PoIypro© AH 160. Where the attachment ciculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems i PRODUCTS MANUFACTURED BY APPLICANT: f f Pro du Dimensions Test Product Description Specifications Polypro® AH160 N/A TAS 101 Two comppnent polyurethane foam adhesive FoamproO RTF 1000 N/A Dispensing Equipment ProPaekS 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 AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Test i Results Density ASTM D 1622 1.6 lbs. /ft s Compressive Strength ASTM D 1621 18 PSI Parallel tq rise a 12 PSI Perpendic' lar to rise Tensile Strength ASTM D 1623 28 PSI Parallel tp 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 C*ge @I 58F., 100% Humidity, 2 weekks Closed Cell Content ASTM D 2856 86% Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test me%obs et.rid aro sxb�ot to normal manufacturing variation. . ......... . i ••• . . ••• NOA No.: 06- 0201.02 Y • • • • • • • .. .• •. Expiration Date: 05/10/11 .•.. ' 4:• • • 00 • • • ApprovaI Date: 04 /13/06 Page 2 of 7 f E ' f I EVIDENCE SUBMITTED: Test Agency Test Identifier Test NamORenort Date Center for Applied Engineering #94 -060 — T 01 04/08/94 257818 -IPA TAS 1101 12/16/96 25- 7438 -3 SSTD 1 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11-93 11/02/95 25 -7492 SSTD 11-93 12/12/95 Miles Laboratories NB -589 -631 ASTM 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM 108 11/16/94 01- 6739 -062b[l] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 14 03114/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 j 520109 -1 TAS '01 12/28/98 520109 -2 ti 520109 -3 520109 -6 520109 -7 { 520191 -1 TAS 101 03/02199 520109 -2 -1 4 i I LIMITATIONS: G I. Fire classification is not part of this acceptance. Refer to the Frepare4 Roof Tile Assembly for fire rating. i 2. Polypro® AH160 shall solely be used with flat, low, & high tile proles. 9 3. Minimum underlayment shall be in compliance with the Roofing Apolication Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of Polypro O AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 1 f ; 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -TICK roof the adhesive with their tile assemblies shall test in accordance with TAS 101 with sectign 10.4 as modified herein. j i•• ••• • • • • • •• j MS • • • NOA No.: 06- 0201.02 •. • • • • • • • • • • Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 3 of 7 i INSTALLATION: I. Polypro® AH160 may be used with any roof tile assembly having aj current NOA that lists uplift resistance values with the use ofPolypro® AH160. 2. Polyprog AH 160 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 ¢ ompliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA I 3. PolyproO AH160 roof tile adhesive and its components shall be instilled in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" components ll be maintained between 1.0- 1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 0.15 pounds per tile as F determined at calibration. No other settings shall be approved. 6. PolyproO AH160 shall be applied with Foampro RTF1000 or ProPa 30 & 100 dispensing equipment only. 7. PolyproO AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set v ithin 2 to 3 minutes after Polyprot AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in ' cordance with the 'Placement Details' herein. Each generic rile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic "Tile Profile Tile Profile Placement Single Paddy 1 Two Paddy Weight Detail Weight Min. per paddy Min. I (gram (grams Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece #1 17 /side on cap an N/A Barrel) 34/ an Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 a LABELING: I � All Polypro@ AH 160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: i ui ed b the Building Offici o As r a p hC p leb 'l � e in order to properly �1 � Y g � PD � >}� . � $ice � evaluate the installation of this system. • . • ; ; • ; • 7 NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Y • • • • • • • • • • • Approval Date: 04/13/06 j Page 4 of 7 { ADHESIVE PLACEMENT" DETAIL 1 SINGLE PATTY Nall fie* plastic ceflw�d Paddy (ftneath Tk) Nan through plastic cement undedalmeld Paddy lBaneathTa) undedapment i ,01n. 10 in. Em eCalm 21n Fascia EWCovme Facia waephala Eat ccumemdy: Ea emussoniy: Eavealosum EmuCiarae w � aWappm tro Nall &m* Phallic cemant yl e) 1) Pleoeert**addaive teeahieve 17 X023 e� t tJBdedaymerd sgaareaeimsIn cmWwabtlrepan *9 Pbk 2j Tom too upside down. Paceaa e 1112 In. To t In. From outside mige� cover The Iftsladthetile. o i 101a Umterlayment �4GS F 2 to. ° o EaraCausa //rr• '' �� .� o ii i Eava Ciasum Eave wtvse oa{y top portion K ommwwa pbol approa 46r up F y . irornnweepiroas ca cover tae. 8 Aadto ascend couraof panthL Aushel" a., onIm Eave closure Weephale FaSCie ( moft i E I i i • .• . . . •.• . a . . • 0 . • 0 0 NOA No.: 06- 020I.02 cJ Y • . . . •• . . . . • • { • • 0 • • • e • : • . • Expiration Date: 05110111 ` Approval Date: 04/13/06 Page 5 of 7 O V 1 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY W ffirough plastic cement Paddy Ilenu i Tw) Nall through plastic cemen (Baneatl►TN Urtdeft"t � Umierlaydrent t • 1 in. ° 1 ift'12'ln. • EameCotuse •� • • 2 Faso Fascia yleephok EaneCesrse Eaveclosute EaeeClwn 4edga Nag through plastic cement Paddy) Underlayfnent 7 in. n. ° f c t R Em l0eafe Faye C00fe@ Fascia d'. 1 t • ••• • • ••• • a i i i i i i i NOA No.: 06- 0201.02 +' • • • • • • • • • • • Expiration Date: 05/10111 19 ` • " ` ` ' Approval Date: 04/13/06 Page 6 of 7 •.• • • • • ••. . • • • • • • • • • ' e � v • a ♦� Ir ADHESIVE PLACEMENT DETA oL 3 DOUBLE PATTY Nab through plastic cement Paddy Nail through plastic content Single paddy under the (between Ole) Underlayment Single paddy between the Paddy ° ° 2In. x 7 In. medium {under Ole} 1 size paddy ewe course only 3 . Single p in I x I bt, under the ` tt in. x 3 in. Single paddy on 2 in. 4 Im Single in. 2 in. ocular paddy on layrtu♦nt ° under. y Single paddyr Fascia ce Eave course on top of Ole Weephale oSAnt9p ht X 7 in. medlun Eave closure of Ole size paddy save U P Fascia ' course only i edge y Nail through plastic cement $4 paddy under Ole Sings paddy betm n the i jy !r 31n. 4 in ° Single paddy on underlayment 2 n` ° Ea BOOM 4 on S gtopof Paddy h 2In. x 7In b" Course Pesch paddy save urns only } END•ofl fates A&EPTAw E . NOA No.: 06- 0201.02 • • • • • • • • • • Expiration Date: 05/10/11 e • • • • • • • Approval Date: 04 /13/06 Page 7 of 7 • . • • • • • • . •