The URL can be used to link to this page

RF-12-1040Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 174514 Permit Number: RF -6 -12 -1040 Scheduled Inspection Date: November 01, 2012 Inspector: Rodriguez, Jorge Owner: HEADLEY, TODD Job Address: 20 NW 93 Street Miami Shores, FL 33138- Project: <NONE> Contractor: PAUL KAWALEK ROOFING CO. Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile Phone Number Parcel Number 1131010170070 Phone: (305)754 -0191 Building Department Comments TEAR OFF EXISTING TILE ROOF, REPLACE WITH A NEW BORAL VANGUARD CONCRETE ROLL COLOR THRU TILE ROOF SYSTEM. Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments November 01, 2012 For Inspections please call: (305)762 -4949 Page 1 of 15 A>Ht+'.twAVIT OF COMPLIANCE WITH ROOF DECKING ATTACHMENT AND SECONDARY WATER BARRIER HURRICANE MITIGATION RETROFIT FOR EXISTING SITE -BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PURSUANT TO SECTION 553.844 F.S. To: Miami -Dade County Building Department 11805 Coral Way, Suite 111 Miami, FL 33175 Re: Owner's Name Property Address -To d�d. He.a�.ley 43,o NW g3rd5�' Roofing Permit Number b l a 1 O tt O Dear Building Official: I '`1®L K, JC 1 ek certify that the roof decking attachment and fasteners have been strengthened and corrected and a secondary water barrier has been provided as required by the "Manual of Hurricane Mitigation Retrofits for Existing Site -Built Single Family Structures" adopted by the Florida Building Commission by Rule 9B -3.047 F.A.C. Qualifying Agent Signature of Qualifying Agent Paid 4 Print Name STATE OF FLORIDA COUNTY OF MIAMI-DADE Sworn to and alibsctibed b ore me day of , 20 (SEAL) Personally known or Produced Identification IA11. CUBILIOS �y p Public - State of Florida P� °�e<�.�'= MY Comm. Expires e 128810 EE Commission National Notary Assn. 80 CADocamtas aad ScuingslaclftDosolaso66StatiesicsGrapbs Moans Affidavit Compliant :02607FiUabladae F.I.E. FLORIDA INTERNATIONAL ENGINEERING &TESTING LAB INSIGHT•INNOVATION•INTEGRATION Florida International Engineering and Testing Lab LLC 16701 SW 117 Avenue, Miami, FL 33177 Telephone: (305) 378 - 1991 -Fax: (305) 378 -1997 Miami -Dade Lab Certification # 07- 0612.11 -State of Florida ca #27273 SITE SPECIFIC INFORMATION Owner's Name: i® to 17 •l ,jm, (1.:; Job Address: t4 11 -c-.,,__N.4.. I! ,,� t '' (r0-40. , �r 1) . Roofing Contractor: , �IL 9-V1 PA L. Permit Number: �. e I'®• t a v t O 4„ Type of Tile: 4 1 p,g- —l. S g i Approximate Roof Height: C 'i. feet Slope: 't t t 1 Approximate Square Footage: I, 4 ®® Type of Access to Roof: e-- Ladder OtherRequired Testing Force: 35 lbs. Testing Equipment: F.G.E. 100x Shimpo Instrument Date Installed: ' • 18 • t .i Date of Inspection: /P • • (•2_ ft2 TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test Location P or F Test Location P or F Test Location P or F 1 2 a (L 21 22 ..' . 0 7 . 41 42 ;.7 Ar C 61 81 62 82 3 23 43 L 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 59 79 99 20 40 60 80 100 IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. ADDITIONAL TEST INFORMATION Perimeter Width: 3 ft Area Units or ft2 No. of Tests Perimeter ±f e E 4 Field Q 0-.0 6 0 Corners i to (L Hips & Ridges 4 RESPECTFULLY SUBMITTED BY: Vinayagar M. Balakrishnan V State of Florida Lic # 63107 Aith MOM= Other: monissimansinmemusimmemessennummussumna samma ssaa sf nnisossaaaavaassa$taa-1sfaia$ msss ammakisssaasai mmansaaaaaassaiiisa tiiisssasiasiaiinisasa saaaaiaaaasiasala■ 111111111111111•11111111111111111111111111111KIMUNIVESMIIIMINES tsassssstls iii iaMasaaa11aaaMtaaiasaaisass WOMMEMMWOOMINMUKOWSUMUMUMMUUSAMMAUMMUUKUM ■ ia siaasaOMi ■SIMMasaaaaaaMiM#aaMAXWOaias 111111111111 ssNsaMUUN NIWssMINUMMi /sssWssUlsMfs 1111111111111111111111111111111112111111111111111111111111111111111111111111111111111 assammaisimassaustanimansataissaanumansue. 11111 1111■ 11aasaiiaii 11111111161111ssii111111 aiiisi 111111111111111iminimminiSINIMBERIMIMIniummaitimilillallna tafaa.11/11r11 11110sfi1111sias11as11ESS11a11iiii11aa 11saiaaR1111111111111C VAVEZssa11I11.11 URII11ilaa.ai s1111l11 MOM = : �3 r17.1 ii11N11a Sia1111a 111111 111111111111111111111 IAVIC''. iIiiaM iaaaiiiii aerie ![is11 1111 f�'.r, #''� 11a1l11 11.4` 11li isiiaisa/ 11111111111111111111111 • mistasaisitrain sarum lass aamanual Salaacliaav:�t�ti�cirmas n mi i ��i ssss�tss�[ai 1x11 /ISsii,� mini. itAlesew mm . nsidnsi snusiusl niummormirtliiiicaniirmilummusnismumummenmen UNIMUUMMMEMMEINIMAKIIIMAMMIROMMUUNUOMOMMUUM OMMUMIRMENPJUMBOURIMANWIWANNUMNUMMORMUUM aaasiU tai/L::NW1MI!' IMUMlsLAsiia Iiiisai 111111111111111.6111 �� '�i ��,...E =�faiiiiiiiaiii#Iiiia 111■iii nanaileaaaia iiliiassiamaai iiiii 11111111111111M11111111111111111111111111111111111NRIMIRINANIRRIERN a11asaass::'iif2Pa'aaf6 i3I=!raa.:Ei" a'! aaaIsiiiii saisa ■f 1111 !ss11iiiaasaiaaaassaiisaa11s11aii iss saaaana RN 11111111111111111111111111111111 a 1111 i #ass!1111 a aa111a 111111111111111111111111111111111111.211111111111M11111111111111111111111111111111111111 a# 1111: 11111111111111111 lsasaaia ia111111aa:`11#1i111111i:11i11 asamaassansammaililiffilIMILIINIMARMISENRIMMOIR a/ 11111111111 °i11aaasaa11ai11i1.a1111iaaata 11111111 /111111 Sa alit;11issaa11rlisra aai11sial11slaia�tsasa ■i11iaaaSiia 11iaallaalliiaila saalzala. NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA.. COUNTY OF MIAMI -DADE: 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 1111111 1111111111 11111111111111111111 11111111 CE ,i 2012R04031.90 OR Bk 28141 Ps 0379; lips; RECORDED 06/07/2012 14:07 :55 HARVEY RU IHa CLERK OF COURT IIIAl1I -DARE COUHTYp FLORIDA LAST PAGE 1. Legal description of property and street/address: AO NW q 3 r Iva arAl Shores �. 33134 2. Description of improvement Re--roof- 3. Ownede) name and address: -112 a a. al Zy 33I�SS5 Interest in property: 0 whet- (10 IV,W, 93rd S+ Mini Shores,PL. Name and address of fee simple titleholder. 4. Contractor's name and address: ?(A144 K A,WAle'K r1LI113 S rW, its fh G* Mira mek r-i 33 oaq 6. 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 Uenor'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 s 1' Signature of Owner Print Owner's Name _,------- dad r^� ecc y. Sworn to and subscribed before me this -1 day of 7o n2 ,20 1 Address: Notary Public Print Notary's Name My commission expires: 123.01 -52 PADE 4 9/02 Prepared by ?AMA 4lW /o)— WAN hNed In this oh ()7 2Dti MINUS lARVEq RIVIN , By TANASHIA AR dayof end County r, D.C. OLD 1144 t°11kikV- DIN PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Type: BUILDING JOB ADDRESS: a° Nan! q 3 r a-S+- BYoee`oe00000a FBC 20 Permit No. l :2.- 1040 Master Permit No. (ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): 16 a s i'I- le y Phone #: 305 9 q$- bb90 Address: �A �,u IV W q3r� . -}- City: K S h o res State: L-- Zip: 33) 3S Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: Va.■"/Mei < ik 0- jj.A Phone #: 305 - I54i "00/ Address: 111'-I3 5,1&% 1-11741^% OF J City: AA-11 r et.pWr P L- State: Zip: Qualifier Name: PajA1 ,\ 1<A,i,J04.le-K Phone #: State Certification or Registration #: Certificate of Competency #: 0(7 P 60000r7 Contact Phone #: Email Address: DESIGNER: Architect/Engineer.. Phone #: Value of Work for this Permit: $ 10,000 Square/Linear Footage of Work: l 1 DO Type of Work: °Addition " " CfAlteration °New ORepair/Repiace•: °Demolition Description of Work: 1e at eac Z-4+-440 4-1 le- lroo ' rep We 11,4-1-k °I"k one-../ Pro tra4 VO4N5 .rd coy ere,- -e, ro l I co l®r rot %N Ji le r®cre-s yi .. co Io r-®-P 41 e- I g : wt ;4—& Atith tait.Wes lL:rry Color thru tile: 1a u 4'f6 (6 7,44. 04,44 ,,� ' ,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,, Fees,,,,,,, , ...,,,,,, ,..,, ,,.. ,,,,,,,,,,,.,.,x, V Submittal Fee $ Permit Fee $ / / 3 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The fo going instrument was acknowl - d - d day o , 20 la, by w nay own to me or ho has produced As identification and who did take an oath. NOTARY PUBLIC: • • Sign: Print: My Commission Expires: My Comm. Expire EE 128810 • : fission Notary Commission hrough National N Assn. ''• �F OF f `,• Bonded •nnn� Signature t Cw t Contractor The fo o' g instrument wckn day o , 20 , by • 0 edge b -� ore me this L, t r l iii! wh• personally known t• e or who has produced as identification and who did take an oath. NOTARY ' UBLIC: Sign: Print: My Commissi • - — -- :,fF:f+Irti/ ar Public - State of Florida My Comm. Expires > ' Commission # EE 128810 o f'''-�,` Bonded Through National Notary Assn. ** **oY *4: ' CIY' i.' 7Ytlt9Y9' C9Y9' C' it1k9' e7k71: 9%' Ji' **7Y 'kf'tiY9YiY**3t*****7Q* **3C9'C7♦CSH*' '. k' lCSF* 9' e$ C' 1C'l C**7% 9% 9Y9% **St' ** LY$ C9@' k& 1Y*7k7k*9•t**i%*****�c''* SAC &*3C***** ****7F**** APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 5/2/2012)(Revised 3 /12/2012XRevised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09) ROOF ASSEMBLIES AND ROOFTOP STRUCTURES api(3 Florida Building Code Edition 2884 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) �( y� tt;;It N _( '' Process No. �'\�/ am I�IJ L R.06 T i h1.5 NW l3 rd..S- Low Slope ❑ Asphaltic Shingles ❑ New Roof ROOF CATEGORY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE i(Reroofing ❑ Recovering ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) (0 ii Mortar /Adhesive Set Tile D yit.usbliiii1Paplipas Village APPROVED BY DATE ZONING DEPT ;LaG DEP SUBJECT TO COMPUANCE WITH AU. FEDERAL STATE AND COUNTY RULES AND REGULATIONS Steep Sloped Roof Area (SF) Total (SF) I 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. 15.32 IIIHIIIPIUWIImIIIIIIHII 11111111111111111111111111N lIIIIIIllhiiiSiiiIIIllhI FLORIDA PV*LDJNfl OMB == BUILDING Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: S 1v1.vn 1 er Notice of Acceptance Number: oq _ j n 3 4 0 ri Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calculations): P1: 3' i 1 P2: b S,1 P3: 100117 Maximum Design Pressure (From the NOA Specific System): 5 ,5 Method of Tile Attachment: ;'ryes,.« c■ e: , r ". �r: -�+ --c 3 f-�► 2 LC p®t4e l- :% ° i'Utar-1-f le eS t Ye Mt' Steep Sloped Roof System Description Deck Type: 60 1 bv-Sjr+ Underlayment Type: Roof Slope: 3 :12 Insulation: tvl Ft- Fire Barrier: Ridge Ventilation? Nlrt Mean Roof Height: 13 1 Fastener Type & Spacing: N 1Pt- el° i Na> <Sck rin �S 1a,' ah e-Id Adhesive Type: Cap Sheet Type: cs Phalf Roof Covering: pit0 h,tier ' 1 or-+k ro vto vox tuurd over roil 1 41 Gv his white Drip Edge Type & Size: 3x3 5 aly • • n 1.• ROOF ASSRUBLES AND ROOFTOP B Florida Building Code Edition 2004 IlIgh-Valodly Ituni ms Zoos Uniform F Aoploolloo paw reiglaniaillakbalganie ForMomattbeteddle system choose dt eilfe tad1ott2. Compare*,m anestariorffiievaluefa no11RrWiteblealuaare gnaw dnaw equal to dm 748 vie, far etch Keaaf the root tiro the We atioduntat method b aeequitia n,� Method 1' Basal Win Cs�ladoo.perRA8i21" X _ _ _ IIP A- h f o l i ait X139\ l a APProud M.145i5 ax ricixt Lai -0 bi -mr5.gq -ma 13,n I ploductApp.oalb S t 5 (Pd;lootgx>t .2.611113 -a 5Mr1 a1 ,11) ptadactAppmvalMr 45,5 Method 2 °Shmptietad 19e Cdaakttom per late Below" Required Manna teRahnenee (Afr) Rum W O Below Robot Await bi� Mr noirdrod Mamma Resistance • Mom ► - Sops 4 156 ao so► 262 34.4 3ws 3M SSA WA 3M spa WA • 3M 1212 20A 3M eta 3A 38,1 32$ 3M 7:12 SSA am 87.1 WA Bean •Moe be non2 atooedonett n with a flat of moment based tile gowns Waned by the Bmwa dCounty Bowed of Bola and Appeals, pmrR= based daemons atenethed3. Compandtbsvalunforlrwill beashooferPs IftbeFsalues slogastadutoeraptd to dieFrvalotr, fareseb area of the root, the the tae alachmeot method b aompa hla Method Van= Based 1%eCalanl tleasParRAS127" (P18 xLyxq. z ) -W. x Axe 9 as Pr: hotbox Apparrad 1r (P2: x s xwS■.__}- 1W_,....x cos, spa Palau Apoiva1F (Pd: xL x.—_.xV) -WS x aril .Fd piedreApporalIr Whont to obtain h1tormotioll SYmad Ream P1ar Whom to find > P3oF3 MamRoofl RoofSlo en Aerodwardebfiddyllar Rorlas Moment duo to (Witt Atadmem Rcaiwnoe7 Raqubed Moment Sabana Attachment Rata ors Awl. The Weight B 9 a RAS 12711thpe 1 orbyanaep meadtf lob We fob She Product Approval PE howl anASCB7 Ms Ratan Ammo Mr Pae prod=Awn's) Cabalecd P hodata Approval FT W OWNS Rothe DimenstaaN W ApDeove All calculations mutt beabmdBedtodte Waft official at the Smoot psnnhapplication. FLORIDA I31i11.OING CODE — BUILDING SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 the required Scope. As it permit, pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section• mein�ilatlo�s f Section R4402 govern the minimum requirements and standards of the industry m installations. ant the Additionally, the following items should be addressed as part of contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics Workmanship: the workmanship provisions Section R4402 are for the purpose standards. of providing that the roof system meets the wind resistance an to workmanship provisions. Aesthetic issues Aesthetics (appearance) are not a consideration with respect 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. Renalling wood decks: When replacing roofing, the 3 existing roof s usually may concealed or renailed in accordance with the current provisions of Section R44 (The to removing the existing roof system). 3. _ " Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be 4. � Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. , Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance off� the Pnew roofing g system. Pounding corrected. . may not be evident until the original roofing system is removed. Pounding 6. `% Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not overloaded from a buildup of water. Perimeterledge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the requirements of Sections R4402,. R4403 and R4413. 7, �� Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structure assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the r o o f . 4 p � V 6way, , i l i e A -� OwnerlAgen s a ° : re Date Contractor Signature Date Revised on 7/912009 LD MIAMHDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) 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 Monier Lifetile, LLC 200 Story Road Lake Wales, FL 33898 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 manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Vanguard Roll 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. This NOA consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: Roofing Low Profile Roofing Tiles Concrete 1. SCOPE This renews a system using Monier Lifetile Vanguard Roll Concrete Roof Tile, as manufactured Monier Lifetile LLC in Pompano Beach, FL. and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile LLC Vanguard Roll Tile Trim Pieces Test Dimensions Specifications 1= 16 -1/2" TAS 112 w = 13" ''/2" thick 1= varies w = varies varying thickness 2.1 SUBMITTED EVIDENCE: Test Agency Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies TAS 112 Test Identifier Product Description Low profile, interlocking, high pressure extruded concrete roof tile equipped with one nail hole and double roll ribs. 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 7161 -03 Static Uplift Testing Appendix III PA 102 & PA 102(A) 7161 -03 Wind Tunnel Testing Appendix II PA 108 (Nail -On) P0402 Withdrawal Resistance Testing of screw vs. smooth shank nails 94-060B Static Uplift Testing PA 101 (Adhesive Set) 94 -084 Static Uplift Testing PA 101 (Mortar Set) P0631 -01 Wind Tunnel Testing PA 108 (Mortar Set) Date Dec. 1991 Dec. 1991 Sept. 1993 March, 1994 May 1994 July 1994 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 2 of 7 Test Agency Redland Technologies The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex Corporation Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Nutting Engineering Test Identifier Letter Dated Aug. 1, 1994 Project No. 307025 Test #MDC -76 ❑ 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454 -2 -1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations TAS -112 Test Name/Report Wind Tunnel Testing PA 108 (Nail -On) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (1 Qudc -Drive Screw, Direct Deck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7183 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 Aerodynamic Multipliers Two Patty Adhesive Set System 13343.1 Date Aug. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 Sep. 1998 Dec. 1998 August 2007 March 1995 February 1996 April 1996 December 1996 October 2007 April 1999 June 2007 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 3 of 7 3. LINIITATIONS 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 Vanguard Roll 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 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight W (lbf) Length -I (ft) Width-w (ft) Monier Lifetile Vanguard Roll Tile 9.2 1.38 1.08 Table 2: Aerodynamic Multipliers - X (ft3) Tile X (ft3) X (ft3) Profile Batten A..lication Direct Deck A. • lication Monier Lifetile Vanguard•Roll Tile 0.266 0.289 Table 3: Restorin Moments due to Gravi - M ft -lb Tile Profile 2":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifeti le Vanguard Roll Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck 5.30 6.03 5.24 5.97 5.16 5.87 5.05 5.75 4.92 5.60 4.78 5.44 NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Vanguard Roll Tile 2 -10d Ring Shank Nails 27.8 37.4 28.8 1 -10d Smooth or Screw Shank Nail 8.8 11.8 4.1 2 -10d Smooth or Screw Shank Nails 16.4 21.9 7.1 1 #8 Screw 25.8 25.8 22.9 2 #8 Screw 47.1 47.1 49.1 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 Table 6: Attachment Resistance Expressed as a Moment Mt (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Adhesive' 26.1` 1 See manufactures component approval for installation requirements. 2 Flexible Products Company Tilegond Polyfoam Product Inc. Average weight Average weight per patty 11.4 grams. per patty 8 grams. Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Sin . le Pa Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetile Vanguard Roll Tile Polyfoam PolyProTM 86.61' Polyfoam PolyProTM 45.54 3 Large paddy placement of 54grams of PolyProT". 4 Medium paddy placement of 24grams of PolyPro TM. NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 5 of 7 Table 8: Attachment Resistance Expressed as a Moment - Mf(ft-lbf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Vanguard Roll Tile Mortar Set ° 20.60 5 See specific mortar manufacturers Notice of Acceptance 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as shown below, or following statement "Miami -Dade County Product Control Approved ". VANGUARD ROLL MONIERLIFETILE LLC, VANGUARD ROLL TILE IDENTIFICATION MARK (POMPANO, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 6 of 7 PROFILE DRAWING MONIER LIFETILE VANGUARD ROLL CONCRETE ROOF TILE END OF THIS ACCEPTANCE NOA No.: 07- 1023.07 Expiration Date: 12/16/12 Approval Date: 12/20/07 Page 7 of 7 11IAM DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3M Company 3M Center Building 0220- 05 -E -06 St. Paul, MN. 55144 -1000 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.aov /sera SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2- Component Foam Roof Tile Adhesive All -160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA# 11- 0124.04 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Sub Category: Materials: Roofing Roof tile adhesive Polyurethane SCOPE: This approves 3MTM 2- Component Foam Roof Tile Adhesive AH -160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using 2- Component Foam Roof Tile Adhesive AH -160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2- Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack® 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 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball, TX. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs./ft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40° F., 2 weeks +6.0% Volume Change @158°F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Center for Applied Engineering Miles Laboratories Polymers Division Ramtech Laboratories, Inc. Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 Test Name/Renort TAS 101 TAS 101 SSTD 11 -93 SSTD 11 -93 SSTD 11 -93 ASTM D 1623 ASTM E 108 ASTM E 108 ASTM E 84 TAS 114 TAS 101 TAS 101 Date 04/08/94 12/16/96 10/25/95 11/02/95 12/12/95 02/01/94 04/30/93 11/16/94 01/16/95 03/14/96 10/23/98 12/28/98 TAS 101 03/02/99 LIMITATIONS: 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall solely be used with flat, low, & high tile profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTM 2- Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. (F —W 2 F- MS MIAMFDADE COUNTY APPROVED NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2- Component Foam Roof Tile Adhesive AH -160. 2. 3MTM 2- Component Foam Roof Tile Adhesive 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 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 and its components shall be installed in accordance with Roofing Application Standard RAS 120, and 3M Company's 3MT14 2- Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall be applied with Foam Dispenser RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after 3MTM 2- Component Foam Roof Tile Adhesive AH -160 has been dispensed. 9. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 NOA No.: 12 -0228.18 Expiration Date: 05 /10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MT' 2- Component Foam Roof Tile Adhesive AH -160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY 1) Place enough adhesive to achieve 17 to 23 steep 8i%l'9 }Or square Inches In contact with the pantile P applications 2) Tom coven upside dome. Place adhesive 112 In. To 1 h6 From outside edge of corerdle. Then Install the tile. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy (between tile) Paddy (under tile) (3-11n. 3 in. Single paddy on under• layment Single paddy under tile Single paddy on top of tile Eave course In. X 7 in. medium size paddy save Fascia course only Nag through plastic cement Nall through plastic cement Underlayment "PAIn.x 3 in. 41n. Single paddy on under- layment Single paddy under tile Single paddy between tile 2 In. x 7 In. medium size paddy save course only Single paddy on top of tile tole Single paddy between tile P-". 3 in.x 3 In. Single paddy on undedayment Single paddy on top of tile Ease Course Eave Closure 2 in. x 7 In. medium size paddy save course only Fascia END OF THIS ACCEPTANCE NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7