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777 NE 98 Stinspection Number: I NSP- 1.4092 Inspection Date: 04/06/2006 Inspector: Grande, Claudio Owner: PENARANDA, JOSE Job Address: 777 98 Street NE Miami Shores Village, FL Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Wednesday, April 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho d : (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -1450 Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060142380 Lot: Phone: 786- 277 -9540 Page 2 of 2 Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until inspection Number: I NSP- 1.4092 Inspection Date: 04/06/2006 Inspector: Grande, Claudio Owner: PENARANDA, JOSE Job Address: 777 98 Street NE Miami Shores Village, FL Project: <NONE> Contractor: KAWALEK ROOFING, INC Building Department Comments Wednesday, April 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Pho d : (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -1450 Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060142380 Lot: Phone: 786- 277 -9540 Page 2 of 2 Phone # Inspection Date IC) Approved Correction Re- Insp'n Fee 1' 11 0 EZ MIi S VILLAGE B L . i ► PARTMENT 305- 795 -2204 Building Inspection Request Dater V Type Insp'n Tv C e p t Permit No. '('�� 76 aPOS - (450 Name i 1 A JG+ Address 1� r -7 N 1 V 5+ Company tco uL e t, Test Location Uplift Pull Test(P or 9 Test Location Uplift Pull Test(P or F) Test Location Uplift Pull Test(P or F) Test Location Uplift PuU t(P Tes or 9 1 26 SSE 51 76 2 � 27 � A 52 77 3 28 53 78 4 29 54 79 5 30 55 80 6 31 56 81 7 32 57 82 8 33 58 _ 83 9 34 59 84 10 35 60 85 11 36 61 _- 86 12 37 62 87 13 38 63 88 14 39 64 89 15 40 65 90 16 41 '� 66 91 17 42 67 92 18 43 68 93 19 44 69 94 20 45 70 95 21 46 71 96 22 47 72 97 23 48 73 98 24 49 74 99 25 „% 50 75 100 -9 ,ke. 9� Pl r - ot�� -comic T 1.3 feet Scaffolds ` Ladder Approximate Square Footage of Roof: 3 ; goo ft Required Testing Force: 35 lbs. Testing Equipment: Chatillion100 Date Tested: Owner's Name Job Address Roofing Contracltor• Type of Tile: TI AT” 1-1 Approximate Roof Height: Type of Access to Roof: IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS REP T UBMITTED,,: Lab Certification # 98 0608.04 U.S. SOUTH Engineering & Testing Lab., Inc. 6065 N.W. 167th Street, Suite B -23 • Miami Lakes, Florida 33015 Telephone: (305) 558 -2588 • Fax: (305) 362 -4669 ON -SITE CONCENTRATED UPLIFT LOAD TESTING OF ROOF TILE IN FULL ACCORDANCE WITH METRO -DADE BUILDING CODE COMPILANCE PROTOCOL TAS 106 Act-) P.E. State of FL Certificate Authorization # 4100 SITE SPECIFIC INFORMATION Permit # P-kt 1 4th-o -R-�S f1 TEST RESULTS P = PASS, F = FAIL Project No 6959 P- a 0o5-1450 ` -Date Installed: ' 1 " - O Roof Pitch: 9 ) ' I Other Sketch of Roof - Job Sheet Nwriber ' Contractor Q CJ Checked By . Scaie LJ Notes: --7 I - • [ I . 1 • i - 1 — I [ ) 1 ' 1 MIME 11111111 -1-- —I- I I "Th RUM man - r I IMMIIMMIER , "Illirm i 1 • 1 ' -- DM Mill MUN= • ... RRAIIINIIMMILI_ I. , 11 II a 1111=11 _L 1■111111111/0 I ! 1111:1111111re 1 unnumarna =maws - . SI NI 111.1111111111a AM I= 11141 • MO 12 . a 111111MIllk bow) , 1101•11111111rd?' 1114ilmis 1111M111111111111111110111111- t •111 • 1111111111 =OA Elm"' t 1 +- 41 RE ZZE 13 , mill T Mill 1 I t 1 [ I [ 1 I 1 1 I 1 T T• �.1 v [ Sketch of Roof - Job Sheet Nwriber ' Contractor Q CJ Checked By . Scaie LJ Notes: Inspection Number: INSP- 12656 Inspection Date: 03/21/2006 Inspector: Grande, Claudio Owner: PENARANDA, JOSE Job Address: 777 98 Street NE Project: <NONE> Miami Shores Village, FL Contractor: KAWALEK ROOFING, INC Building Department Comments Friday, March 17, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -1450 Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060142380 Lot: Phone: 786 - 277 -9540 Page 2 of 2 Passed Inspector Comments / _ .. l Failed /� Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP- 12656 Inspection Date: 03/21/2006 Inspector: Grande, Claudio Owner: PENARANDA, JOSE Job Address: 777 98 Street NE Project: <NONE> Miami Shores Village, FL Contractor: KAWALEK ROOFING, INC Building Department Comments Friday, March 17, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -1450 Permit Type: Imported Permit Inspection Type: Final Work Classification: <NONE> Phone Number Parcel Number 1132060142380 Lot: Phone: 786 - 277 -9540 Page 2 of 2 Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Parcel # 1132060142380 Signed: (INSPECTOR) ildi F: k g Permit Number: Applicant: ANA PENARANDA Owner: PENARANDA ANA JOB ADDRESS: 777 NE 98 ST Fees: Description Amount FEE2005 -13343 Building Fee $325.00 FEE2005 -13344 CCF $10.80 FEE2005 -13345 Training and Education Fee $3.60 FEE2005 -13346 Technology Fee $8.20 FEE2005 -13347 Scanning Fee $3.00 Total Fees: $350.60 P20 5-1450 Printed: 10/7 /2005 Page 1 of 1 Contractor KAWALEK ROOFING, INC Contractor's Address: P.O. BOX 531051 Local Phone: 786- 277 -9540 Legal Description: MIAMI SHORES SEC 3 PB 10-37 LOTS 2 & 3 BLK 71 LOT SIZE 126.100 X Total Fees: $350.60 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 4/3/2006 Construction Value: $17,900.00 Work: TEAR OFF EXISTING TILE ROOF, REPLACE WITH A NEW MONIER FLAT CONCRETE COLOR THRUHT MULTI -COLOR TILE Signed: (Contractor or Builder) BY: 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 responisibility for all work done by either myself, my agent, servants or employes. BUILDING PERMIT APPLICATION FBC 2001 ,� ti Permit Type (circle): Building Electrical t� j � Phone Mechanical Owner's Name (Fee Simple 1 plle Z S 6e, Pen t1 �" # PD5 ,'7 3 '756 Owner's Address ri 9/ WE 1 ld S :5/ _ City fkitiowki Tenant/Lessee Name Miami Shores Village Building Department State Job Address (where the work is being done) FL- '1 ICE%t'S/ City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO Contractor's Company Name k&i J&I &� Roof') Contractor's Address piV l 8oK 6 City / /11 State FL_ Qualifier RUA. l K Cat IA/Od $ Value of Work For this Permit I 1 d Submittal Fee $ Notary 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 EliWED OCT (9.i) M Permit Fee $ Z S 'Training/Education Fee $ 3 • Total Fee Now Due $ �.J • (Continued on opposite side) Lk i '" PAIL ( pP Zip 33/35 Permit No. .P.' 14 ster Permit No. Phone # Zip 33131 Zip Phone # 205 5 State Certificate or Registration No. Certificate of Competency No. q 3 13.500 Architect/Engineer's Name (if applicable) Phone # Type of Work: ['Addition ❑Alteratioon ` ['New ("Repair/Re dace ❑ Demolition Describe Work: r s eX IS T l k rcof j r l CC.Le Mon o e . S af-cohcref - e, cb o ., O �. . tA.Q –co) or 1 lc ro £ 6 , <<f color i " or d gi 21hcL o - i hdugto A4•1 stone 41 e— ILI/ WE 1o0,h (LSI !wise -}tit e o Square Footage Of Work: 3' ) * * * * * * * * * ** * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ I D • ED CO /CC Technology Fee $ 8 . Z.0 Scanning $-3. k--C Radon $ Zoning Bond $ Code Enforcement $ Structural Plan Review. 5 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 properly 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 ms ction fee will be charged. X Signature O or A en The foregoing instrument was acknowledged before me this day of S _ , 20 05, by j ost 3 • Pe who is personally known to me or who has produced T L D L 11 PC C" �� z j' " )-3- As identification and who did take an oath. NOTARY P LIC: 2°`•'' ' °= Commission #DD223158 Sign: ' Expires: Jun 15, 2007 Print: � l �r N _ r'% Bonded Thru 02� Atlantic Bonding Co., Inc. My Commission Expires: j U!?C l / 2 - 0 3 Chc 05/13/03 APPLICATION APPROVED BY: " -- Alejandra Rolli RY PUB �. Y p u i The foregoing i stru ment was acknowledged ) before me this ✓ , 20 VJIbykVA Signature day of who is Sign: Print: .(wally known17363ne or who has produced as identificati My Commission Expires: Contractor J.VAZQU MY COMMISSION # DO 415936 EXPIRES: April 6, 2009 Bonded Thru Notary Public Undeiwriten ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** / ° U� / Plans Examiner !' Engineer Zoning STATE OF FLORIDA: COUNTY OF MIAMI -DADE: Signature of Ow Print Owner's Name Notary Public ;Thse OF FLORIDA, COUNTY OF DADE STATE ho I HEREBY CERTIFY that this is a te r e y day of original file this office on J ��" lU , AD 20 1/ 5---_ WITNESS my hand and IJffic ARV CLER• By 2. Description of improvement: Re root 7 ;;eal. Cucurt an my Cott..rts NOTICE OF COMMENCEMENT A RECORDED �COPY �MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO.�� -1460 TAX FOLIO NO. THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. i e'v 4 4tS, Prepared by Sworn to and subscribed before me this day of S e'(Ji-ecr er , 20 0 'S. 111111111111111111111111111111111111111111111 C N a 00t5R107 ; 826 DR 2.k 23871 P9 1412; (1 p 9 RECORDED 10/13/2005 11:11;48 HARVEY RU4'IHr CLE:RIK. OF COURT MIAMI-DADE CDUNTYr FLORIDA LAST PAGE 1. Le al description of property and street/address: ! ! /'" L' ���� m , GL1VI) �Yl�rL 3313 3. Owner(s) name and address: 0.5 eV\ ckratn (i,Gi, micum, f Shore6 F - 33 13S Interest in property: © vkikn eh Name and address of fee simple titleholder: 4. Contractor's name and address: i'C (� 1 0� INgi° t< V 0 l 8U)( 53 1 05/ ,I v I I I FL- 33)53 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Pa,wl Kawale� Address: I Je M • teed CA,, Lc) 21 ..D , Q Print Notary's Na A (- A N O(A ik 001 6 �? ' YP,' Alej andra Romero t n.. . !E. c, LUC) e 15 Qb �' = _� `�' = a pine sl Jun 15, 21i 1 My commission expires:. 7 1 N , �••r Expires: Jun I5, a007 123.01.52 PAGE 4 10 /0a +. • • ' Bonded Thru ' 123_01-48 5/03 PAGE 2 0 •• 11 • • We Edition 2002 High Verocay rlunbene ions Ifermlt Application Form. Fibrl � �uA�in I S ,,rr ed Ac 1pp perpl IQformatlon) Master Permit No. v I ) 56 • • • irooess No. Con actor's Nam. '{._ i, t_ � � 1,lL {.�, i1 e K Job Address 1' E'- >' } t i ROOF CATEGORY ❑ Low Slope 0 Mechanically Fastdned Tile Mortar /Adhesive Set Tile ❑ Asphaltic 0 Metal Panel/Shingles • ❑ Wood Shingles/Shakes Shingles Are there : ❑ Prescriptive UR-RAS 150 Gas Vent Stacks ? / Yes i No [�' S ROOF TYPE Type: Natural ❑ LPGX ❑ New Roof Re- Rooflng ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plana 3 i3 00 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. B■ • ■� 11 • ■ �_ e � N EIIE;i .r E1•6E:1e ..e -1 9e . Ilk iii Pr i C 1 _ -- _ � - _ :±_. _ c . 'E • _ 4fr 1 iIJ!I qIii i ! i i .: 1 . A • C ': tad l F p ii - S G . GG _ C ■ ■■ ■ U it __-] _ _i_ _ Vii_ rn1Tij11 11111 j11 rr mans : r _Li 1 _ f? 1 1 1 1 1 1{ 1 T - 1 : 1 1 1 1 1 1 1 1 1 1 1 1 1 J 1111111 IL III'1I III- . . ff 11 1 ' i- 1 T1 1 1 1 I t 1 1 :J 1 1 I TT 11 l : Ern p _ 1 ...0 1 tj ▪ 1F11 111111 III 1 1 I 11-44.4-1-1-1 i I 1 ... Iii i i 1 1 1 1 1 1 i` t: 1 11 7111 :11111 111111_ 1 1 - I I 1 1 1 1 111:1 - - T - T i ! L i ?- 1111 -4- J� - - -- { - -- �� f 1 1 H4. L - - y- I 1WTiT1I i 1 T1] ,- I - - -- - - - - -t- 1 - �- J- - 123_01-48 5/03 PAGE 2 0 •• 11 • • We Edition 2002 High Verocay rlunbene ions Ifermlt Application Form. Fibrl � �uA�in I S ,,rr ed Ac 1pp perpl IQformatlon) Master Permit No. v I ) 56 • • • irooess No. Con actor's Nam. '{._ i, t_ � � 1,lL {.�, i1 e K Job Address 1' E'- >' } t i ROOF CATEGORY ❑ Low Slope 0 Mechanically Fastdned Tile Mortar /Adhesive Set Tile ❑ Asphaltic 0 Metal Panel/Shingles • ❑ Wood Shingles/Shakes Shingles Are there : ❑ Prescriptive UR-RAS 150 Gas Vent Stacks ? / Yes i No [�' S ROOF TYPE Type: Natural ❑ LPGX ❑ New Roof Re- Rooflng ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plana 3 i3 00 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. Roof System Manutqctycgr: • _ , 0.11,1 C` • ••.•••• • • • Notice of AcceptancrNtA er: • • • • • r •la () 51 0 b Minimum Design Wind Pressures, If Applicable P1: Iii b P2: (From RAS 127 or Calculations): 00112 P3: 10010 Maximum Design Pressure From the NOA S . ecific S stem • I Method of tile attachment: Po l y Foam 0.-d h. e. 'tie Roof Slope: 3 :12 123_01-48 5/03 PAGE 4 • Iorida Etuadthg Codb Edition 2002 High Velocity Hurricane Zone Uniform Permit Applicatlon Form. Sectionrt7 Steeps oge}d goof System) • . • • • • • • s 4 • • ••• Steep Sloped Root S Deck Type: • • • • • 5 16 9h k t o ocL ype Underlayment: nsulation. Ridge Ventilation? Mean Roof Height: I 1 Flre Barrier: stem Description - 3oF t NIR astener Type & Spacing: dhesive Type: ype Cap Sheet: i p it o oof Covering: MO oti� . I ' c • . C)UL Type & Size Drip dge: 01-)u eyo Where to Obtain Information Description Symbol Where to find Design Pressure PI or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier x NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M, Calculated MGnimum Attachment Resistance F NOA Required Uplift Resistance F, Calculated Average Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time of permit application. M Required Moment Resistance* Mean Roof Height — Roof Slope 15' 20' 25' 30' 40' 2: 34.4 38.5 38.2 39.7 42.2 3:12 32.2 344 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 2 26.x 28.0 294 30.5 32.4 7:12 244 25.9 21.1 28.2 30.0 23_01-48 5/03 PAGE 5 ••• • • • ••• • • •• •• • 0 • •• •• • • • • • • • • • • Florida Building Code Edition 2002 High VelocItt Hurricane Zone Uniform Permit Application Forth. ••• • Sedttoh•E (Tile CUlculations) • • • • •- ••• For Moment based tile systems, choose either Method 1 or 2. Compared the values for M with the values frolfi M jf t iVANa1Qes ate greater than or equal to the Mr values, for each area of tbi roof,lhbatlk Gle ttac>lment method is acceptable. •• ••• • • • • • •• — I r) b Me X4 "Mo nt Based TAO Cale adopp Per RAS 127" i I n c (Pt: i x J a —Mg:' Ma S NOA Mr J (P COI E' x X �� m . — Mg: S NOA Mr (P3: � + x X � _ — Mg: = M 5 NOA M1 Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance (M From Table Below NOA Mr *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the values for F If the F' values are greater than or equal to the F. values, for each area of the roof, then the tile attachment method is acceptable. Method 3 "Uplift Based Tile Calculations Per RAS 127" (P xl: = z w:= ) —W: x cos 0: = F NOA F' (P xl: = w:_ )— W: cos 0: = F NOA F' (P xl: = z w:_ ) —W: cos 0: = F NOA F' J6 :. .: .' APPEEKDIX "F" REQUIRED OWNERS :N FOR ROOFING CONSIDERATIONS •.• . • . . ••. . • As it pertains to this Appendix F. it is the responsibility of the rooting contractor to provide the owner with the required rooting permit, to provide the ownet:w.irh.this apaeru14 and.tb to the owner the content of this form. The provisions • of Chapter 34 of the South Floridi jigteee (SFgC7 goyim all the minimum requirements and standards of the indus- • try for roofing system installationt.Ad?htionall'y. Fo�llowin!, iterttl should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. •• ••• •• J • \ • . I. Aesthetics-Workmanship: Tilt • wo r'1:Tnanr;�iilb ° p� ' 4sietn� ° [ j w of Chapter 34 are for the purpose of providing that the roof ing system meets the wind resisiart+.:a;:arod wait- in standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance. that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to he renailed in accordance with the current provisions of Chapter 29 of the SFBC. (The roof deck is usually concealed prior to removing the existing roof system.) \, Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. town- houses. 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 under side of the decking may not he acceptable. The SFBC provides the option of maintaining this appearance. )f S. 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 roof- ing system. Ponding conditions may not be evident until the original roofing system is removed Bonding conditions should he corrected. Owner's/Agentcs t nature `I T 1 1 fl 01 ! • • • •• 6. Overflow Scuppers (wall outlets): It is required that rainwater flow oft so that the roof is not o\erloaded front a build up of water. Perimeter /ettc walls or other root extensions may block this discharge if overflow ,uppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with Chapter 23 of the SFBC. 7. Ventilation: Most root structures should have some ability to vent natural airflow through the interior of the structur- al assembly (the building itself). The existing amount of attic ventilation shall not be reduced [r may be beneficial m consider venting which can result in extending the service life for the roof. The owner may contact the Miami -Dade County Consumer Services Department for further information regarding the above. Date Contractor's Signature Gn u - akt` •.. • • • • • .• .. • • • • • • ••• • • • • • ••. • • • • • • • • •• • • • • • .•• • ••. • • • • • • • • • • •• • • • •. • • • • • • • • • • • • • • • • • • • • • • • • • BUILDING CODE COMPLIANCE•OFFICE (BC1 O) • PRODUCT CONTROL DIVISION • • • • • • • • • 0 • • NOTICE OF ACCEPTANCE TNOA) • • • • • Monier Lifetile, LLC • • • ••• • • • • • • • 135 NW 20 Street Boca Raton, FL 33431 • This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted mariner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined -by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Flat Shake & Slate, Sierra Sh & Super ShakeTM, and Colonial Slate & Shingle Blend Concrete 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. NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 1 of 7 Category: Sub - Category: Material: Monier Lifetile LLC Flat Shake and Slate Tile Monier Lifetile LLC Sierra Shake'"' Tile & Super Shake TM Tile Monier Lifetile LLC Colonial Slate & Shingle Blend Tile Trim Pieces Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. • • • • • • • • • • • • •• 0• • • • •• •• • • • • • • • • • • • • • • • 0 0 0 • • • • • • • • • • • • • • • 0 • • • • • •410 • 4100 • ROOFING ASSEMBI :ApI;Rby ,: • • • • Roofing Concrete • • 1. SCOPE This renews a system using Monier Lifetile Flat Shake & Slate, Sierra Shaken.' & Super Shaker"', and Colonial Slate & Shingle Blend Concrete Roof Tile, as manufactured Monier Lifetile LLC 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. 2. PRODUCT DESCRIPTION Manufactured by Applicant Dimensions • • • • • • • • Flat Proti�e Ro ''• • •• • • • • ••• • •• 410• • • • • 0 •• 1= 16' /z" w = 13" 1" thick 1= 17" w = 12 3 / 8 " I" thick 1= 17" w = 12 3 / 8 " 1" thick 1= varies w = varies varying thickness 7161 -03 Appendix III 94 -084 94 -060A PA 112 PA. 112 PA 112 PA 112 2.1 SUBMITTED EVIDENCE: Test Agency Test Identifier • • o • • • Test Specifications • • Product Description Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Flat, interlocking, high pressure extruded, concrete shake roof tile, with a textured top face, equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Flat, interlocking, high pressure extruded, concrete roof tile equipped with two nail holes. For direct deck or battened nail -on, mortar or adhesive set applications. Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date Static Uplift Testing Dec. 1991 PA 102 & PA 102(A) Static Uplift Testing May 1994 PA 101 (Mortar Set) Static Uplift Testing March, 1994 PA 101 (Adhesive Set) NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 2 of 7 The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. ••• • • • • •• •• • 0 • • • • • • ••• • • • • • 0 • ••• • • • • ••• ••• • ••• • • . • : : . 25 : S • • n • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 25- 7094 -5 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 P0631 -01 PO402 520109 -1 520111 -4 520191 -1 ••• • • • • •• • 0 • • • • • • • Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 224 -47099 Calculations Evaluation Calculations Evaluation Calculations • • 7161 -03 Appendix II Letter Dated Aug. 1, 1994 ▪ • Static Uplift Testing Oct. 1994 • PA 102 • • ( • 4" Headlap, Nails, Direct Deck, New Construction) ▪ Static Uplift Testing Oct. 1994 • PA 102 • • (4" Headlap, Nails, Battens) Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing March, 1995 PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing March, 1995 PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails Wind Driven Rain Oct. 1994 PA 100 Physical Properties Aug. 1994 PA 112 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 Sept. 1994 Dec. 1998 March 1999 March 1999 February 1996 April 1996 NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 3 of 7 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length -I (ft) Width -w (ft) Monier Lifetile Shake & Slate, Tile 10.8 1.38 1.08 Monier Lifetile Sierra Shaken' & Super Shaken', and Colonial Slate & Shin de Blend Tile 11.1 1.42 1.03 Table 2: Aerodynamic Multi • liers - a. ft 3 Tile X (ft3) X (ft Profile Batten A. • Iication Direct Deck A. • lication Monier Lifetile Shake & Slate, Sierra Shake TM' & 0.267 0.289 Super Shaken", and Colonial Slate & Shingle Blend Tile • • • • • • O • • • • • • • • • • • • • O • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • O • • • • • • • • • • • 0 • • Walker Engineering, Inc. • .: $valuatiariC'alc�'rlatian 25 - 7584 December • • 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7848 -6 Walker Engineering, Inc. • • EvaTuati�ori Calculations' ° . 25 -7183 March 1995 Walker Engineering, Inc. : • Evai eatiori Celoulatien9 Aerodynamic Multipliers April 1999 Walker Engineering, Inc. • • • • •Calculations• • • •Two Patty Adhesive Set System April 1999 3. LIMITATIONS • • • 0 • ••• 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 Monier Lifetile Flat Shake & Slate, Sierra Shaker"' & Super Shaker"', and Colonial Slate & Shingle Blend Concrete Roof Tile 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 NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Shake & Slate, Sierra Shaken' & Super Shaken'', and Colonial Slate & Shingle Blend Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 7.09 2 -10d Ring Shank Nails' 50.3 65.5 48.3 1 Installation with a 4" tile headlap and fasterners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mf (ft-Ibf) for Two Patty Adhes've Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Shake & Slate, Sierra Shaken'' & Super Shaken', and Colonial Slate & Shin•le Blend Tile Adhesive 31.3 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Table 3: Restoring Mloinenis bud to Gravity - M (ft-Ibf) Tile � • 4":12 "• - • "4 ":'( °' •:. 5 " :12" 6 ":12" 7 " :12" or Profile greater Monier Lifetile Shake & Slate,. Battens. Direct laatteps Direct Battens Direct Battens Direct Battens Direct Sierra Shaken' & Super • Reds : : '. Deck Deck Deck Deck • .; 6.57 : ;.5t : t4: f43 6.33 7.27 6.17 7.09 6.00 6.90 Shaken", and Colonial Slate : & Shingle Blend Tile • • ••• • • • • • • • • . . • • • .. • • • • • • • ••• • .•• • • • • • • •.• • • • • • 0 • • • • • • •• • • • • • • NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 5 of 7 Table 5A: Altacbntent Resistance • fof Singlb Party ipr@ssed as a Moment - M (ft-Ibf) Adtfesitih'Set Systems Tile Profile •• ••• • •• • • Tile Application • • •• • Minimum Attachment Resistance Monier Lifetile Shake & Slata, '' • & Super Shaken', and Color al.Slate &• • • Shingle Blend Tile • • • • PolyPron' 118.9' • • • PolyProTM' 40.4' 4 Large paddy placement of 45 grams of PolyProTM. 5 Medium paddy placement of 24 grams of PolyProTM'. Table 5B: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Mortar or Adhesive Set S stems Tile Profile Tile • • • I'cation Attachment Resistance Monier Lifetile Shake & Slate, Sierra Shaken' & Super Shaken', and Colonial Slate & Shingle Blend Tile Mortar Set 43.9 6 Tile -Tite Roof Tile Mortar. •. • • • • • • • • • .•• ... • • ... • • • • • • • •• • • • • • • • • • • • • • .. • • .• • • • • • • • • • • 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 ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 6 of 7 ... • • • ... • • •• •• • • • •• • • • • • • • • • .. • • • • . • • • • • • • • • ••• ... . ... • • • ... ... .. .. MONIER LjF4TILA Wig 4g4 iLATE •CONCRETE ROOF TILE MONIER LIFETILE SIERRA SHAKE & SUPER SHAKE CONCRETE ROOF TILE • • • • • • .. • • • • • ••• . • 0 • • MONIER LIFETILE COLONIAL SLATE & SHINGLE BLEND CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 02- 1205.06 Expiration Date: 12/16/07 Approval Date: 01/02/03 Page 7 of 7 I -2001 16:24 FROM-ABC SUPPLY 046 '/23/O1 MON 13 :08 FAX 954 578 1042 MIAMI Cill • 0000 . • • .. • • • • • • • • • • •• •• • • •••- • • • 0000 • • ,�PPlicwrn: nevi•rmnnl :.••• • ... • • • • 'I:i;0041 - ;(�DY11 mni: lno� a Ice• �., tc �c� c panic co.or wro,do, ••• • • • • • • • • • • • • • • • •• • ••- • • • • • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • oee • 000 • • • • • • • POLYFOAN PRODUCTS, INC. •- • • • • e • - • • • • • • • • • • • • • • • • • • The expense of such tcsling will he incurred by the manufacturer, A CCEPTANCE NO.: nt -0om EXPIRES: 05/1 /1006 • • • 00 • • • • • • • • Z61 05 465T T -779 P.001 /008 F 002 • • - • • • o • • • • • •• - • •-• - • • • • - . • • PRODUCT CONTR . NOT A P TA �. Pnlyfoarn Products, inc. 2400 Spring- Stucbncr Rnutl Spring ,TX , 77383 -1132 MAR 24 2 MIAMI -DApE COUNTY. FLORIDA METRO -DADE FLACLER l3UILDINC • DUILDINC CODCCOnIPLUANCE OFFICE • METRO -DADE FLAGLEK DUILDINO 140 wIT5T•t:1,AGLCR STREET, SUITE 16(» MIAMI, FLORInA 33130-1363 (303) 773.2901 FAX (30S) 375 -29011 COIW1114(71Y3 1 .1CY.NNIriC x1 :C I ( FAX (305) 37145 CONFIL F1'O l I:NEDIACt:rty r utv (303) 375.2966 FAX (303)373411u* lb AMA( CI' COK1'It0I, DIVISION ( FAX (305) 372-6339 Your application for Notice al Acceptance (NOA) of: Two Component Polyurcthene Foam Adhesive under Chapter 8 of the Codc of Miami -Dade County Governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami Dad County Building Code Compliance Office (BCCO) under the conditions specified herein. e This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure product or material at any time from a jobsite or manufacturer's plant for'quality control testing. this product or material foils to perform In the approved manner, BCCO may revoke, modify, or suspend the use o such product or material immediately. BCCO reserves the right to revoke 'this appr if it is determined by BCCO that this product or material fails to meet the requirements or the South Florida Building Codc. Raul Rodrigue7< Chief Product Control Division 1.11, s THE coyE 2SHEFT SF r n nIT10N PACES FOR SPECIFIC AND CONDITIONS 616116 RA1� null.° nor eS► PR CT REVIEW COMMITT This.applicatiorLeor•rroduct Approval hats been reviewed by the BCCO and npproved by the Building Cude•;tttd:Prod not -Re; icw C\ ninlittee to be used in Miami -Dade County, Florida under the conditions s Corti) ebcrre. •••• • • • : I?ranci 1.',Quilltnna. R.A. rector innti1,Dade County Iluiltlir g Cn k Compliance Office 16:24 FROM -ABC SUPPLY 048 1 MON 13:08 FAt 954 578 1042 Oa )lyronm Prpducts, [nc OOF1NG ASSEMBLY APPROVAL. • ,• •,• ;tttcrnrv: 1toofing ;oh—Category: Root Adhesive plat cruets: Polyurethane • SCOPE This approves I'olypru© A11160 as manulbcturcd by I'ulyfuatnt Products, Inc. as described in Section 2 or this Notice o1' Acceptance. for the locations where the design pressure requirements, as determined by applicable building coda, does not exceed the design prtssurc value's o1it3111dd by Caleitlations ;n co p[inncc with Roofing Application Standard RAS 127, For use with approved flat, low, and high profile roof tiles system using PolyproOD A1-1 160. Where the attachment calculations are done as a moment based system for single patty ptncement, and as an uplili based system for double patty systems PRODUCT DESCRIPTION Menu filet t•red by Test Product Annlicnnt niimenNit!n!t Specific sfIn,9 Ps4stiati Polypro® AH160 N/A PA 101 'No component polyurethane Foampro L RTF1000 NIA Dispensing Equipment (roPack®30 S 100 N/A 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly haying a current NOA which list uplift resistance ‘nlues with the use of Polypro A111(10 roof the adhesive. 2.2 Typical Physical Properties: I'rnigA. •••Density ••••• 'Strength •••"Ftsnsilc S1et.11,111 ,• Absbtptiem • Wei sturc •1hapt►r: • • • •T•tKtgtsnl issnn • • . •gin )en s i cyL - 'Stability . " ... • •••• • • •••• • •• c, •.•ASTM D 1622 • AST1v1 D 1621 • • • . • VTIA D 1623 m ASTM D2127 ••••ASTM E 96 •••• ..AS•TNI 1) 2126 • •• • • • • • ••• • • • ••• • • • • • •• • • • •• •• • • • • • • • • • • • • • • • •.. • 4._ • . • • • • • • • 56 4651 T-779 P.002/008 F -260 POLYPOAY PRODUCTS. INC. ® 003 ••• • ••• • • • • • • • • • • • • • • • • • • • • • • o • • • • • • • • o • • • • • • • • • • • • • • o • • • • • *ACCEPTANCE No. : 4 -(155 • • • • •• 0 • • •• • • • . 1\rI1v vnl Date: June 14.21101 Expiration Urge: May 1n,006 R em1ts 1.6 IbsJ(1.' 18 PSI P,rallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 11.08 LbsJf 2 11 I'crrn / loch +11.07% Volume Change r! .410 F. 2 weeks *(i.0 "/4 Vclnnt� Clean (i!1 I lulltiili5y, 2 weL'k: Dispensing Equipment Fr;tnl: 2tlongn, RR.0 Product Control t-.. Hiner 16:25 FROM -ABC SUPPLY 048 NON 13:09 FAX 954 578 1042 ol'Jostm Products. inc. • • • • • • • • • • • • • • • . .. • • • • • • • • • : : :•:561 585 465: T -7T9 P.003/008 F -260 • PbL1'FbA.I . PIiOD'UC e TS, INC. 1¢It)u4 *OS • .. • • • • • • • • • • • • • • .. • • • •. • • • . • • : :: • • • : ' No.: 01 - 0 Tote: The physical properties listed nbovc.arc psoacn4ed esmsi4*I9i rape vnlue.s as determined by accepted ASTM test methods and nro4ubjeil ;2 :nctrnOntAtnr,t?fncturing yarintiou. • • . ... • • LIM iTATIONS 3.1 fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® Ali I60 shall solely be used with Ilal, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH 1 roof - tile adhesive with their tile assemblies shall test in accordancc with PA_101. 3.5 Roof?ile manufactures acquiring acceptance for two paddy placement with the use of PoiyprotID AH 160 root adhesive with their tilt assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein, a / w MS • • • . • 4. INSTALLATION 4.1 Polypro® AH 160 may be used with any roof tile asserbly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH 160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof rile assembly's adhesive attachment with the use of Polypro® AI-1160 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 adhcsivc attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 roof tilc adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc, Polypro® AH 160 Operating Instruction and Maintenance Booklet. 4.4 lnstatlalititr>, must be by a Factory Trained 'Qualified Applicator' approved and licensed • • by Po�Yfo; n) Prctt Inc. Polyloam Products Inc. shall supply a list of approved applitplQ s to the authority having jurisdiction. 3.5 Calibra +ion of the4esmpro® dispensing equipment is required before application of any vtltrsive. Tlins ratio between the "A" component and the "3" component shall • . bc mairitai fed bait; ecj 1.0 -1.15 (A) : 1.0 (13), The dispense timer shall bc set to • • delivet Ye :75 td0L1S per tile as determined at calibration. No other settings • •shall be'approveel. • •317••Pcl Ghe oHI 6b ;1111 be applied with Foampro R'I'FI000 or ProPack® J0 & 100 • iit;� equip? • dispc„,s tent 4nly 4.7 l'ol4RoWit1.11 60 shall not be exposed permanently to sunlr Frank Zutoaga, RRC Product Control Examiner Table I: Atll esivc Phiccmcnt Placement Detail For Each Ccncric 'Tile Single Paddy weight Min. (grunts) Profile Two Paddy Weight per paddy Min. (grams) Tilel'rofilc Flat. Low, High Profiles al 00 00._... 35 17/sicte on cap and .. 34/pan N/A High Profile (2 Piece BarriI) _ N/A- Flat, Low, HO Profiles i12 24 N/A --��— Flat, Low, Hi. h Profiles 113 8 i6:2E FROM -ABC SUPPLY 048 110N 13:09 FAI 954 578 1042 ilyroant Products, Inc. 5. LABELING AJI Polypro® A.1-1160 containers shall comply with the Standard Conditions listed herein, 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. • • • • 4.8 Tiles must be adhered in freshly.appii;d kciltes be set within 2 to 3 minutes aRcr Polypro® AN I60.has bDcp �s�ewsead: •' 4.9 Polypro® AH 160 placement a'sid minim m perry Might (shall be in accordance with 0000. the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein, • .' • • • • • . • • • • • ••. • 0000 • • '000 • 000• • • • •• • • • • • • 000 00.0 • 0• • • • • • • • • • • • • •.•• • • • 0000 • 00 • • • • • • • • • • ••• • • 0 • 0 • • • • • • • • • • • • : 50 585 460 • YuLtbJ rkLLutsa,in.. ... . 000 0 • • • • • • • • • •• • • • ••• : :A'C hP'(r/ NCE No. 01- 0521.07. • • • • • • • • . . . • • • • 4 T -779 P.004/008 F -260 (:rank Zuloaga, ARC Product Control Examiner 6:2E FROM -ABC SUPPLY 048 NON 13:09 FAI 954 574 104'2 Mont ProduS(s, Inc. • • • • •••• • • • • . • •. • • • • • •••• • • • • • • •••• • • • • • •• • •• • • • ••• • ••• • • • •• • •• • • • ••• ••• • • ADHESIVE Ptx∎C VAN:r 1 TAIL,•t• • SINV.CLE T;A;Y. . .•• • .• • • • • • • • • • • • • • • •• •• • • • •• • • o • • 000 • • • 000 • • • •• •• • o • • •• • •• • • • • • 0 • • • • 0 • • • • • • • •• • • • ••• • ; ; 161.3fl5 )657 rui.1 FuAI rpPVutA TZ, ,n�. ••• • • • • •• • • • • • • • • • • • • • • • • • • • o • •• • •• • • o • • • • :Az c P rA cE No. : -O52 1qZ • • • • •• Oniaty 311b In 11 Ilan 1M 1h M s•A• la a:hkit 11 11 i7 win woos M 1.4an nN yy pl. Ma IWr rpcJ.Ipt+lklllnl n Um inns iM4.inn Ns oo1a1M is la. h1In Ilan nip Ne nor Ih 11.ainn', OnIp1. T -7T9 P.005/008 F -260 1 I W i 0.M., �f� `•r W / i d I I + t•, 1h1 C � �� an• Mo. Ymd /NI►• d Ir m150.41 5 sat I•4 cd ►a^ �`� /•/ 1•w/ p41 M 11.n• ad 5111 IYn En% 11•wr1 WM /11S I1 /IaeL ' 1 Il.a••� Frank Zuloaba, RRC f'roducl Control Exxnincr N 1411t mum 1•w WNr I r71L4ta f 1.1 r 1 "/ •6 • • • • • • • 000 • • •fig ' FR01 -ABC SUPPLY 048 • §11 5$5 5Y•: T -718 P.O07 /008 F -260 NON 13:10 FAIL 954 578 1042 • INL ot%rt Products. i ns. rovgI1 plastic cvmtM P •ddi (between die) We! lundor Ills) 3 m , 13In. III paddy on se alai Single piddy on under• Payment MITI through plastic amen! �ln�s pithy co, 'apical tile •• •• • • E tr, C ourx Singh yI • • under tale Single paddy D•n•epn tile Een Climes pit paddy lop of the • • • • • • • .• SInQIs padtt% under ills • • • • • • • • • ••• • .••••• • •••• • • • • • • • • •• • • • • • ••• ••• • • AUI•IESIVE PLACEMENT DgT4II . DOD ULE E'A : 1 ••. • • • • •••• • • •••• • • • • • • • • • 000 • 011 • • • OW ••: • ••: dkeEr • AWE No . : P1-0521,024. • • • • • • • • • • • • • • • • 000 • • 000 • • • • • • • Hid through plastic cement U Prank Zulonga, RAC Product Coy irol Examiner ICJ VUe SInOIN paddy unclor III. Slnple paddy botosen ID. ika In. mews she Paddy obi couhc any Frady WMphol• taro closuq Dip do, r i :25 • FROM -ABC SUPPLY 048 HON 13 :1u FALL as4 Dell .1u4z grow Products, 1Jc. . • Renewal of this Acceptance (approval) sltad tQnsit red .'Cr. lr rescwal application has be .m filed and the original submitted documents, inclddi�tg'ttsf- sap�o�ti�gd enyinixring documents, art: no older than eight (II) wars. • • ... • • • • • • • Any and all approved products shall • be permanently labeled wills tits manufacturer's natter, city, state, and the following statement: "Mi:uni -Dade County Product Control Approval', or as specifically stated in the specific conditions of this Acceptance. Renewals of Acceptance will not be considered if a. Them: has been a change in the South Florida Building Code affecting I evaluation of this product and the product is not in compliance with the cod changes. b. The product is no longer the s;une sun product (identical) as the one originally approved, c. If the Acceptance holder has not complied With all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and scaled the required documentation initially submitted, is no longer practicing the profession. • Any revision or change in Utc materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance. unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. Any of the following shall also be grounds for n:moval of this Acccptancc: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. The Notice of Acceptance number preceded by the ,v-ords Miami -Dade County. Florida, and followed by the expiration date ntay be displayed in advertising Literature. If any portion of the. Notice of Acceptance is displayed, then it shall be done in its entirely. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be avaifnble for inspection at the job site at all time. The engineer need not reseal the copies. • • • f cb(1tpI' with :nr lotion of this Acceptance shall be cause for termination and rt:moral of Acccptancc• • ... • .... • . • Tai'u Notice of Aeceptane“opsiSts of pages 1 through B. • • • . • . • • • • • • • .. • • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • : • 161 185 ;4 ; • • • Ru1,1 r u&1140 s Av • •.1%., . • T -778 P.008/008 F -260 000 • ••p • • • • • • • • - • • • • . •• 0 :A7CCEPZANCE No. 0 1- 0521.02 • • • • • • • • • • • • • • ._ • • • • • • ... • ••••ENI) O1 ACCEPTANCE ACE Frank Zuloaga, RRC Product Control Examint.:r- •• • • • • • • • • • • • • • ••• • ••• • • • ••• • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • • • ••• • •.• • ••• • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• •• • • • • • • •••• • • • • • • •••• • • • •• •• • • • •••• • • • •••• • • •• • • • • • • •• • • • • • • • • ••• • • •• • • ••• • •• • • • • • • •••• • • • • •� •• Inspection Number: INSP -11505 Inspection Date: 03/09/2006 Inspector: Grande, Claudio Owner: PENARANDA, JOSE Job Address: 777 98 Street NE Project: <NONE> Miami Shores Village, FL Contractor: KAWALEK ROOFING, INC Building Department Comments Wednesday, March 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -1450 Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: <NONE> Phone Number Parcel Number 1132060142380 Lot: Phone: 786 - 277 -9540 Page 1 of 2 0 { P Inspector Comments Passed C 1 / ✓ Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -11505 Inspection Date: 03/09/2006 Inspector: Grande, Claudio Owner: PENARANDA, JOSE Job Address: 777 98 Street NE Project: <NONE> Miami Shores Village, FL Contractor: KAWALEK ROOFING, INC Building Department Comments Wednesday, March 8, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Number: BP2005 -1450 Permit Type: Imported Permit Inspection Type: Tile In Progress Work Classification: <NONE> Phone Number Parcel Number 1132060142380 Lot: Phone: 786 - 277 -9540 Page 1 of 2