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RF-10-207 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 135278 Permit Number: RF -2 -10 -207 Scheduled Inspection Date: May 20, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Renailing Affidavit Owner: , BARRY UNIVERSITY Work Classification: Tile Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 1121360000050 Project: <NONE> Contractor: PERFECT ROOFING & SERVICES INC Phone: 305 -895 -9237 Building Department Comments RE ROOF WITH MONIER LIFETILE ATLANTIS SHAKE AND FLATE CONCRETE ROOF TILES POOL HOUSE BUILDING (NEXT TO KELLEY HOUSE) Inspector Comments Passed4r Failed Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 19, 2010 For Inspections please call: (305)762 -4949 Page 4 of 23 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP 135283 Permit Number: RF -2 -10 -207 Scheduled Inspection Date: May 20, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Up Lift Report Owner: , BARRY UNIVERSITY Work Classification: Tile Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 1121360000050 Project: <NONE> Contractor: PERFECT ROOFING & SERVICES INC Phone: 305 -895 -9237 Building Department Comments RE ROOF WITH MONIER LIFETILE ATLANTIS SHAKE AND FLATE CONCRETE ROOF TILES POOL HOUSE BUILDING (NEXT TO KELLEY HOUSE) Inspector Comments Passed !a'z 0 Z I Failed Correction ❑ Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. May 19, 2010 For Inspections please call: (305)762 -4949 Page 6 of 23 93 y Miami s hores V illage e ggs Building Department 10050 E.2nd Avenue Miami Shores, Florida 33138 �OR1D Tel: (305) 795.2204 Fax: (305) 758.8972 RE: Permit # "cam[ /�-'�� DATE 3 — 10 INSPECTION AFFIDAVIT ? L' I ,licensed as a ontra�tor Engineer /Architect, (Print name and circle License Type) F 468 Building Inspector License #: On or about , I did personally inspect the roof deck nailing and (Date & time) secondary water barrier work at (Complete Job Site Address) Based upon that examination I have determined the installation was dote according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 FS) Signature State of Florida County of Dade: The undersigned, being the. first duly swom, deposes and says that he /she is the contractor for the above property mentioned. Sworn to and subscribed before me this y of Notary Public, Sate of Florida at Large C ' riaY 'General, Building, Residential, or Roofing Contractors or any individual under F S: to make such an inspection. include photographs of each plane of the roof with permit # and address # deafly shown marked on the deck for each inspection Revised on 5121/2009 C1VI L Reileh Engineering Corp. (Consulting Engineer) R 2370 S.W. 123 Avenue i a Miami, Florida. 33175 -1174 ENGINEER Te1:305 823 -8008 Fax: 305- 823 -3300 May 19, 2010 Perfect Roofing and Services, Inc. 284 Northeast 116 Street Unit #2 Miatiii, Florida 33312 Pr9Je' ROOF TILE UPLIFT TEST REPORT r Barry University 11300 Northeast 2 Avenue Miami, Florida Information provided by client. Permit Number: Not Provided Date Completion: May 14, 2010 Roofing Contractor: Perfect Roofing and Services, Inc. Project Number: 10 -0545 (Testing Laboratory Certificate #06- 0501.15) Dear Sirs- In 'accordance with your request and authorization, a representative of Reileh Engineering Corporation completed the Roof Tile Uplift Test at the above referenced project. This testing was performed in general accordance with Roofing Application Standard TAS No. 106 -- Standard procedure for field verification of the bonding of mortar or adhesive set tile system and mechanically attached, rigid, discontinuous roof systems. The total of the tested roof surface area was less than 10000 square feet, and the mean height of the roof is less than 40 feet above ground surface. The type of tile used for this project was reported to be Concrete /Clay Roof Tile. This tile was reported to have been foamed in place. At the time of our inspection, the entire area of the roof was examined for loose tiles. Not less than one (1) tile in ten (10) of all components in the field area and one (1) file in five (5) of all tiles in the perimeter and comer areas were physically examined. A minim of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area, ridge caps and (1) in the comer areas were conducted. !a;� �� thaslrquirent�ned�ention� At��eae find for z Reileh Engineering Corporation appreciates the opportunity of assisting you in this project. If you have .any questions or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted; Reileh Engineering Corporation * /6 Y" 76 / ohamad Sonny Salleh, P.E.49014 Project Manager TILE uPi of r TEST Barry university 11300 Northeast 2 Avenue Miami, Florida Reileh Engineering Corporation — Project Number - 10 -0545 — Page 2 of 6 Report of TILE UPLIFT TEST for Barry University ` 11300 Northeast 2 Avenue Miami, Florida Project Number: 10 -0545 st 1 35 Pass 2 35 Pass 3 35 Pass 4 35 Pass 5 35 Pass 6 35 Pass 7 35 Pass 8 35 Pass 9 35 Pass 10 35 Pass 11 35 Pass 12 35 Pass 13 35 Pass 14 35 Pass 15 35 Pass 16 35 Pass 17 35 Pass 18 35 Pass 19 35 Pass 20 35 Pass 21 35 Pass 22 35 Pass 23 35 Pass 24 35 Pass Reileh Engineering Corporation — Project Number -10 -0545 — Page 3 of 6 25 35 Pass 26 35 Pass 27 35 Pass 28 35 Pass 29 35 Pass 30 35 Pass 31 35 Pass 32 35 Pass 33 35 Pass 34 35 Pass 35 35 Pass 36 35 Pass 37 35 Pass 38 35 Pass 39 35 Pass 40 35 Pass 41 35 Pass 42 35 Pass 43 35 Pass 44 35 Pass 45 35 Pass 46 35 Pass 47 35 Pass 48 35 Pass 49 35 Pass 50 35 Pass 51 35 Pass 52 35 Pass 53 35 Pass 54 35 Pass Reileh Engineering Corporation — Project Number -10 -0545 — Page 4 of 6 55 35 Pass 56 35 Pass 57 35 Pass 58 35 Pass 59 35 Pass 60 35 Pass 61 35 Pass 62 35 Pass 63 35 Pass 64 35 Pass 65 35 Pass 66 35 Pass 67 35 Pass 68 35 Pass 69 35 Pass 70 35 Pass 71 35 Pass 72 35 Pass 73 35 Pass 74 35 Pass 75 35 Pass 76 35 Pass 77 35 Pass 78 35 Pass 79 35 Pass 80 35 Pass 81 35 Pass 82 35 Pass 83 35 Pass 84 35 Pass Reileh Engineering Corporation — Project Number - 10 -0545 — Page 5 of 6 Tot 85 35 Pass Reileh Engineering Corporation — Project Number -10 -0545 — Page 6 of 6 ' S1 56 55 62 yg 55 65 I 52 59 51 46 45 64 38 00 49 48 68 40 65 44 W 10 66 7I 45 m 1 \-. A�0 255' 11 18 24 14 v 84 19 25 85 so 2B 22 26 18 19 81 20 0 4 5 15 16 6 M 8 12 7 10 4 9 I 2 5 0 0176e GAP 1 5f L OC KION 52' 10 -05.5 APPROX. POOF 1 5f IAGA11ON5 ANI7 f71WN51ON5 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 144174 Permit Number: RF -2 -10 -207 Scheduled Inspection Date: June 03, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Final Roof Owner: , BARRY UNIVERSITY Work Classification: Tile Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 1121360000050 Project: <NONE> Contractor: PERFECT ROOFING & SERVICES INC Phone: 305 -895 -9237 Building Department Comments RE ROOF WITH MONIER LIFETILE ATLANTIS SHAKE AND FLATE CONCRETE ROOF TILES POOL HOUSE BUILDING (NEXT TO KELLEY HOUSE) Inspector Comments Passed CREATED AS REINSPECTION FOR INSP - 144169. CREATED AS �"� R FOR INSP- 135282. Not ready. NB Failed Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. June 02, For Inspections please call: (305)762 -4949 Page 17 of 39 rc Miami Shores Village fin" �J a Building Department 2516 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BY ...0 BUILDING Permit No/ —;!F "" PERMIT APPLICATION M aster Permit No. FBC 2001 Permit Type (circle): Building Electrical C YP � ) g Plumbing Mechanical oofiug Owner's Name (Fee Simple Titleholder one # Owner's Address ci � 1 ty — l State _ e Zip TenantUssee Name Phone # i Job Address (where the work is being done) F City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO i Contractor's Company N A Phone # Contractor's Address P City State o Zip I Qualifier State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (ifs . Phone # $ Value of Work For �/ Square Footage Of Work: ( I Type of Work: LIAlteration nNew Re air/R lace p El Demolition Describe ' 9r9r4r & #4e�e4rk:Yia9nk4r�t4r9rAr 4ede3r4r4rtF9nYokArFp��i4c3r 4dedrdrarsTet3ei83r�a4r�Tede4r4ia49e 4r4r4ntirtcaB9t9r Submittal Fee $ Permit Fee'$ CCF $ CO/CC Notary $ Training/Education Fee $ Technology Fee S Scanning $ Radon $ Zonin Bond $ Code Enforcement $ Structural Plan Review. $ i I Total Fee Now Due $ .(Continued on opposite side) k C r 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the jab site for the first inspection which occurs seven (7) days after the building permit is issu absence of such posted notice the inspection will not he approved and a reinspection fee will be charged S ignature __ Si a Owner or Agent Contract The foregoing instrument was acknowledged before me this The for ment was acknow d4ld before me this ' D day of , 20 _, by day of 20 Qby P who is personally known to me or who has produced w awn +� �nP ho-is-perse � or who has p oduced As identification and who did take an oath. as identification and who 'd take an oath. NOTARY PUBLIC: NOTARY PUB CD Sign: Sign- Print: Print: My Commission Expires: My Commission Expires: P1P$PPxc PkPY ZQ]ti *]k'{c$1ti9f P 9R P�CPIPPY$•'Ick'Sflti B- P41Y3: PtiPk P4 PST'IC PY PY P$'I[P'CPtc PbPkPYPk P1PPk P @PP9rP9'cPt Plc Pltf * Pt ITPY PFPYPk Pk9PPlnk PrPY PkRPYPY Plc 9kPU Pic PSPI' P�c'QC P1cPk SS PiP��CPTC7P{t.YC��ik 4P Pic 1ti; �: PY .. - p� n : A . k Kk�k AAkffi*# kkk: k#* dIP$$ k* k$ Pkkkskhkkkkk $$kkte *Pk Pksk #Pk Pk &kk * PkIP�Ck�Ckk#+ kk*# Pk�k$ kkPkkkk# Pk$ k�kk$ k*# Yek# 4R� $kkkIa # #PkY�fl@klP APPLICATION APPROVED BY: , /a J IO�� Plans Examineir Engineer Chc 45!13!03 ' Zoning 6 PERMIT Miami Shores Village u ' APPR.!OVED BY DATE f I� ZONING DEPT BLDG DEPT i. MIAMI DADS SUBJECT TO COMPLANCE WITH ALL FEDERAL STATE AND LGUN'iY RULES AND REGULATI -DARE COUNTY, FLORIDA BUILDING CODE COMPLIANCE OFF ADE FLAGLER BUILDING PRODUCT CONTROL DIVISION ) 140 VEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 3313Cr1563 NOTICE QF ACCEPTANCE (NOA) (305) 375 -2901 FAX (305) 375 -2908 Eagle Roofing Products LLC 1575 East C.R. 470 Sumterviile, FL 33585 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 M" Coun (In Miami Dade Coup 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 i 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 then 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 and the High a Florida Building Code. ON: Malibu Concrete Tile LABELING: Each bear a permanent label with the manufacturer's name or logo, city, and followin statement: ," g ty� g e County P roduct Control Approved ", unless otherwise noted herein. RENEWAL of a ` `� e considered "after a renewal application has been filed and there has been no change in the a g code negatively affecting performance this product. TERMnvA OA will occur after the expiration date or if there has been a revision or change in the product, materials r ufacture of the product or process. Misuse of. -this NOA as an endorsement of any rtising or any other purposes shall automatically terminate this NOA. Failure to comply with NOA shall be cause for termination and removal of NOA. NT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall entirety. ION: A copy of this entire NOA and sh l be available for inspection at the j 4 ite a ues of e Buil 0 c a a l e turer or its distributors This NOA consists of pages 1 through 7 ,., The submitted documentation was review Al VHF NOA No.: 06- 0526.09 Expiration Date: 10105111 Approval Date: 10105106 Page 1 of 7 a . !'.. Tile Roof System t ' t :� -o i .. Miami -Dade County Building Department Electronic Application I 4< e ..,... Section D Sloped y p ped S stem Description <�� ° : €rstr,< Tile Roof System .:.... 3 4 Roof System Manufacturer: Eagle Roof Tile Inc i Notice of Acceptance Number (NOA): 06- 0526.09 Minimum Design Wind Pressures, If Applicable (from RAS 127 or Calculations): i P1: P2 d P3: I Maximum Design Wind. Pressures, (From the NOA Specific system,.... .� psf Fill in the specific roof assembly components. If a component is not required, insert not applicable (n/a) in the tent box. ; 5 �� ?' o 2 j ✓0� ?2 v� °ry 3�J � °� `�a;: r ,{ • n en. I--- -- :nn s� t�; � Deck Type: --S/8 Plywood — I Optional Insulation: : %�: °,.y ; ` :� }:d;:).,:;�,�, ..fi ae S'•+ , i: :,s i ' ;: i `:Z• 3 ; >,�:,}3``•'�t: .+ >'!,' { „':.; n •.',,:'•' ; • ; ''^ ; n/a .re }. ...4• 4 s.•.: ,axrren; .q >,q%. {f..h:,t.:: } ij ' w;�� ry ? ?: ...v :.•n•.: ✓yv ;✓.4•'.� {�y:�:i:::•1 W�r }y�•:i,, };, }.Y •.lf��. : :.; %�io:ir . ^'•va J ': ',•4§;. ,z. ✓,.',;4 .;:3Y:a•- r.;5:,4. }::•4?li• ,.. >� ^ >• : , '?�C ,•,• � j ,,:, •,.,�. s.�,4z }::�4 Optional Nailable Substrate: +'v' ✓ j•,:. { 4 ;� >.:;✓'.'a.'e',•;tv ✓. .'+' '�{.,,.,•✓i3; Syte ''a :4✓ „ 33 �'✓: .r >�1.•;i:,.�. }3, r✓ :: ✓ .4. �. ✓.4: j Roof Slope: 1712' Optional Nail able Substrate Attachment: n/a .................................. ................................ . Roof Mean Height: EE ft. Basesheet Type: Method of Tile Attachment: ; 30 #ASTM 6226 Type II Adhesive, Medium Paddy Polyfoam Polypro -- Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA 1 -1/4” RS Coil Nails n/a ............ _.....: Tile Underlayment (Cap Sheet) Type: Drip Edge Size & Gauge: --3 face 26 ga.— 90 #Tile underlayment ..........: Tile Underlayment Attachment Method: Drip Edge Material Type: f- Galvinized Metal— Type 4 Asphalt .......... .......... ........ .............. ..... : ;1 -1/4" RS Coil Nails Drip Edge Fastener Type: Tile Profile: Eagle Malibu Hook Strip /Cleat gauge or weight: -- S el e ct Hook Strip -" I Section E 2 ........... . ...... .. ....... yy x" ........ ....:...: •' AA6'f i`R�9�.r Miami -Dade County Building Department Electronic Application p High Velocity Hurricane Zone Roofing Permit Application Form it�Zdy��'.� �'rtae�`t' � d d ?"� �. °.+�".r.. .. ..... <. :. �. Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127' For Moment based tile systems, use Method 1. Compare the values for Mr with the values from ME If the Mf values are greater than or equal to the Mr values, for each area of the roof, then the file attachment method is acceptable. Mr1: 5 45.5 NOA Mf P 1: x A P 2: ' / � x .282 : _ 7 Mg:.6.65 = Mr2: �� 45.5 NOA Mf P 3: 7 x h .282 _ X IV1 •6.65 ] = Mr3 S 45.5 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127' For Uplift based the systems use Method 3. Compare the values for F' with the values for Fr. If the F' values are greater than or equal to the Fr values, for each area of the roof, then the tile attachment method is acceptable. P1: x F-7 w:� =�_ -� ® =Fr W:............ .............. x cos 8: .....'..� 1:............: 5 OAF ... N P2: x1: �xw: = ...... W :� = � X Cos 0: = Fr2: 5 NOA F' P3: ,� x1: = �xw :m= W =� x Cos 0: =Fr3: 5 NOA F' • � I i Where to Obtain Information to complete file calculations ys JvS55::?i5:. : +i:: :�Srr3:yi'•:o:;f -'4: 0$ $0M f.: Am •, • - <' .. v:... ve' d�: �: rii" v�: S::. yii:• 6: ii;: F.•:'??•'." a:> vniii.^'• S.::.^ v . °•:i°L°<e.^.2>0. ^•.•SiSE {.[J"� t'•! i.°, �><" vyl e��ni:: 5�i?.+• S<:: a:•: vvF.. SeS: S.'• P<.•' irx•;,. �i 'rv`.e>°>^.>>� °:?x °:,:v3%"eiig3 Description S Where to Find S Design Pressure ) ` Table 1 BRAS 127, or by an engineer analysis eared, signed and sealed by a professional 9 # P1 or P2 or P3 I Y prepared, 9 m ir engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier s Product Approval {NOA }� Restoring Moment due to Gravity Mg .< Product Approval (NOA) Att achment Resistance -. <..«. «.,.<.,. .' ,..<...°.. �<: Mf,.«.,,, �..,<:.»• �.-. �„.:...>-..,.....«<..<. �...,.....,.,,<..>.,.«.,.,,..«.-< m<... �.<:<:«.,•::.,,,.<:. wM-«.,:-..,, w«« wH««....,,, �«.,.«.<:,.<.-«.,.:<.,-<:,.:« .,..,>,.>: «.<. >,><:n..- ,.,.., «« t Product Approval (NOA) Reuired Resist <.,.. <:•,.. «: ><..,., -:.«.. - .,><...<. <...........<...-<.,<...<..-«<......<.,...,...,.,<..:...<..<>....>.«>........<.,.:.. K...,..:..:<.««<.,:.:......>.....:...<..:.:....::.:..,,..:.,... ..�:.«:....... >.. <.,.,. ><...:,� f q ance Mr ( Calculated Minimum Attachment - Resistance F .,<..,,.�„<..,<.,.�,. ., ...,<....,.,<._.,.w <,»,.H.��- Product Approval ( NOA):• �. NZ1<.<.,,.,.<..«.«., u.«..,., ,,,,,,,,�.�,�,., <.xu.<,.,,.,<,< ;uired Uplift Resistance # Fr Calculated s3 Average Tile Weight 3 .. «., ...., > ..�.,,>,..- <.. -<• .. ,.,,........,. � .............. ..�.......,.. «... >..r..•Product Approval ( NOA-,,,<. r..,.,.«.., r�...,-....,.<.,,».- �<...,,,�.,<. >«<.,.,,Y. «m>.,<. Tile Dimensions = length <.:... ,, .... � �<:.:•..<:..,>,:•<.,,:•°:.:... .•:.,,•<>..: >,<,., > • «: . < .,..... ., >.<., .....:........ ...>..- ,..., >. >.......:.,• <,.�� i w = width Product Approval (NOA) I i ,I i ROOFING ASSEMBLY APPROVAL Cate o ----� Roofing r, Sub -Cate 07320 Roofing x erial• Concrete 1. This approves a system using Burlingame Industries Malibu Concrete r rete Roof Tile, as manufactued by Eagle Roofing Products LLC in Sumterville. 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 Man factored by Test ARP - eant Dimensions Sy ecifications Product --- Deserintion Malibu Concrete Tile 1 =17" TAS 112 Low profile, interlockin w =12 �/a" g• high pressure V2" thick extruded concrete roof tile equipped with three nail hole and double roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces . 1= varies. TAS 112 Accessory trim, concrete roof pieces for use w varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each file profile. � 2.1 SUBMITTED EVIDENCE. Testiest AQencv Test Identifier Test Nam@Menort PRI Construction Materials p�06175 Date Technologies TAS 112 08/23/06 I Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III TAS 102 & TAS 102(A) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108 (Nail -On) Redland Technologies PO402 Withdrawal Resistance Testing of Sept. 1993 screw vs. smooth shank nails The Center for Applied 94 -060B Engineering, Inc. Static Uplift Testing March, 1994 TAS 101 (Adhesive Set) The Center for Applied 94 -084' Engineering, Inc. Static Uplift Testing May 1994 TAS 101 (Mortar Set) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 TAS 108 (Mortar Set) NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10 105106 a Page 2 of 7 a. i i: 3 ' Test — Ei�encv Test Identifier Test Name./Renort Redland Technologies Letter Dated Au . 1, Date g Wind Tunnel Testing Aug. 1994 1994 TAS 108 (Nail -On) b Professional Service 224.47099 Industries, Inc. Physical Properties Sept. 1994 The- Center for Applied 25- 7,094_1 TAS 112 Engineering, Inc. Static Uplift Testing Oct. 1994 TAS 102 (4" Headlap, Nails, Direct Deck, New Construction)❑ The Center for Applied 25- 7094 -7 Static Uplift Testin Engineering, Inc, TAS 102 Oct. 1994 (4" Headlap, Nails, Battens) The Center for Applied 25.7694:4 Static Uplift Testing Engineering; Inc. TAS 102 Oct. 1994 (4" HeadlaA Nails, Direct Deck, Recaver/Reroof) The Center for Applied Project No. 307025 Engineering, Inc. Wind Driven Rain Oct. 1994 Test #MDC -76 ❑ TAS 100 The Center for Applied 25- 7183 -1. Static Uplift Testing Engineering, Inc. p g Feb. 1995 TAS 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied -.25- 7183 -2 Static U lift Testing Engineering, Inc, p g Feb. 1995 TAS 102 (2 Quik -Drive Screws, Battens) ' The Center for Applied . 25-7214-2- Static Uplift Testing Engineering, Inc, 25- 7214 -6 p g March, 1995 TAS 102 0 Quik -Drive Screw, Direct Deck) (1 Ql k -Drive Screw, Battens) Celotex Corporation 528454 -2 -1 Static Uplift Testing .1998 D Testing Services 520109 -2 TAS I01 Se p ec. 1998 Walker Engineering, Inc. Evaluation Calculations Two Patty Adhesive Set System April 1999 Walker Engineering, Inc: Evaluation Calculations 25 -7183 March 1995 Walker Engineering, Inc: Evaluation Calculations 25 -7094 Walker Engineering, Inc. Evaluation Calculations 25 -7496 April 1996 February 1996 Walker Engineering, Inc, Evaluation Calculations 25-7 496 December 25- 7804b -8 1996 25- 7804 -4 & 5 25- 7843 -6 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Y S ' ep. 2006 Walker Engineering, Inc. Calculations , Restoring Moment Due to Gravity Sep. 2006 I I NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10 /05/06 . Page 3 of 7 a �i j 3. MUTATIONS 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 TAS 106. 33 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 Eagle Roofing Products LLC Malibu Concrete 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 (1 x w) Tile Profile Weight -W (Ibf) Length -1(ft) Wldth -w (ft) Malibu Tile 9.5 1.417 1.04 Table 2: Aerodynamic Multipliers - X ft Tile ( e ) Proe Batten A lication Di eck A Ilea Malibu f 0.305 0.282 . Table storin Moments due to Gr vi Tile 3•• :1 Profile 4 ":12" 5••;12" 6 °:12° 7 ":12" or • reater Malibu Tile Batten Direct Battens Direct Battens Direct Battens Direct Battens Direct Deck / . Deck Deck Deck Deck 6.30 6.65 6.21 6.54 6.08 6.41 5.93 6.25 5.77 1 6.08 I ° - NOA No.: 06- 0526.09 Expiration Date: 10/0.5/11 Approval Date: 10 /05/06 4 Page 4 of 7 ,� S ' 1 i Table 4: Attachment Resistance Expressed as a Moment - M (ft-lb Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19132" plywood) plywood) Malibu Tile 2 -10d Rin Shank Nails 27.8 37.4 28,8 1 -10d Smooth or Screw 8.8 11.8 4.1 Shank Nail 2 -10d Smooth or Screw 16.4 Z35.534.8 Shank Nails 1 #8 Screw 25.8 ..2 #8 Screw 47.1 1 -10d Smooth or Screw 24.3 Shank Nail Field Clf j 1 -10d Smooth or Screw 19.0 Shank Nail Eave Cli 2 -10d Smooth or Screw . 35.5 Shank Nails Field Cli 2 -10d Smooth- or Screw ' 31.9 Shank Nails Eave Cli j 2 -10d Ring Shank 43.0 67.5 50.9 Nails' 1 Installation with - .A- tit. headia and fasteners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment M (ft -lbf) for Two Pa Adhesive Set S stems The Tile Application Minimum Attachment Profile Resistance E .— alibu ile ' . Adhesive - 26.1 I 2 8.e manufactures con onent a rovai for installation re Flexible Products Company TileBond average weight pe Pol oam Product lnc. Avera a wet ht er a 8 rams Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Single Patty Adhesive Set Systems Tile 'Tlppli le Acation Minimum Attachment Profile Resistance Malibu Tile Pol oam Pol ProTm 86.61 Pol oa m Pol ProT"" 45.5 4 Lar a add lacement of rams of Pal ftTm. 5 Medium padgy placement of 24 rams of PoIy Prem. i " NOA No.: 06- 0526.09 Expiration Date: 10/05/11 Approval Date: 10105106 Page 5 of 7 s e ,� i III I � �I Table 5B: Attachment Resistance Expressed as a Moment - M (ft -lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set 20.60 j 5. LABELING All tiles shall bear the imprinf or identifiable marking of the manufacturer's name or logo (See li Detail Below), or following statement: Miami -Dade County Product Control Approved ". EAGLLEI 1 F L - ORI-D.A. M-ALMU CONCRETE ROOF TIL LABEL, S UMTERvmm PLANT (WCATED ON UNDERSIDE OF TILE) 6. `BUILDING PERM 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. I I NOA No.: 06- 0526.09 { ' Expiration Date: 10105111 Approval Date: 10/05/06 Page 6,of 7 n � I i i I I I I i PROFILE DRAWING NADL HOLE' I I �° •lit � .. � I i MALIBU CONCRETE ROOF Tu.E END OF THIS ACCEPTANCE I ' I NOA No.: 06- 0526.09 Expiration Date: 10105111 Approval Date: 1010,5106 a► Page 7 of 7 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 I nspection Number: INSP- 137798 Permit Number: RF -2 -10 -207 Inspection Date: March 19, 2010 Permit Type: Roof Inspector: Bruhn, Norman Inspection Type: Roof in Progress Owner: , BARRY UNIVERSITY Work Classification: Tile Job Address: 11300 NE 2 Avenue Miami Shores, FL 33138 -0000 Phone Number Parcel Number 1121360000050 Project: <NONE> Contractor: PERFECT ROOFING & SERVICES INC Phone. 305 -895 -9237 Building Department Comments RE ROOF WITH MONIER LIFETILE ATLANTIS SHAKE AND FLATE CONCRETE ROOF TILES POOL HOUSE BUILDING (NEXT TO KELLEY HOUSE) Inspector Comments Passed ❑ CREATED AS REINSPECTION FOR INSP- 135280. CANCELLED BY CONTRACTOR Failed 96 i Correction Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. For Inspections please call: (305)762 -4949 March 19, 2010 Page 1 of 1 f b 11 20r" . Miami Shores Village;° 10050 N.E. 2nd Avenue f �' Ow Miami Shores, FL 3313 8-0000 , Phone: (305)795 -2204 -�& % Expiratio n: 201 p� Project Address Parcel Number Applicant 11300 2 Avenue 1121360000050 Miami Shores, FL 33138 -0000 Block: Lot: BARRY UNIVERSITY INC Owner Information Address Phone Cell BARRY UNIVERSITY INC 11300 2 Avenue MIAMI SHORES FL 33161 -6628 Contractor(s) Phone Cell Phone Valuation: $ 2 5,000.00 PE ROOFING & SERVICES INC 305 - 895 -9237 m. Total Sq Feet: 5300 Type of Work: Re Roof For Inspections please call: Additional Info: COLOR THRU TILE (305)762-4949 Classification: Residential Available Inspections: Inspection Type: Up Lift Report Tin Cap Final Roof Tile In Progress Roof Review Renailing Affidavit Cap Sheet Fees Due Amount Invoice # Invoice Total Amt Paid Amt Due CCF $15.00 RF -2 -10 -37027 Education Surcharge $5.00 $432.00 $432.00 $0.00 Notary Fee $5.00 Permit Fee - New Roof $375.00 Check #: 1004 Scanning Fee $12.00 Technology Fee $20.00 Total: $432.00 Building Department Copy February 25, 2010 2 Miami Shores Vill age 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 BUILDING Permit NoX 0 4 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING Owner's Name (Fee Sim le Titlehold one # Owner's Address City a State Zip Tenant/Lessee Name Phone # Email Job Address where the work is being done) City Miami Shores Villa e County ? � Miami -Dade Zip FOL / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company Name Phone # Contractor's Address city State Zip Qualifier Name % Phone # State Certificate or Registration No. ertificate of Competency No. r' Contact Phone E -mail / h4n � •� a a �. Y : 1 E �.,. � -' a irc WecflErigi i 4r's,�Name (if applicable) t' d Phone # Value of Work For this Permit $ � + Square Linear Footage Of Work: �... Type of Work: ❑Addition []Alteration {]New epair/R.eplace Demolition n a Descrtlie VKork: y w Submittal Fee $ P . Permit Fee $ CCF 00 CO /CC .$ Notary $ s Training/Education Fee $ Technology Fee $ Scanning $ ��" Radon $ DPBR $ Bond $ I Double Fee .$ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side I Bonding Company's Name (if applicable) Bonding Company's Address C' State Zip 1Vlortgage Lenders 1Iae (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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a cert fled copy of the recorded notice of commencement must be posted at the job site for the first inspection wh rs seven (7) days after the building permit is issued. In the, absence of such posted notice, the inspection will not be a r an inspection fee will be charged., ignature Signature" Fs V Owner or Agent Contractor The foregoing instrument was acknowledged before me this The forP mi instrument was acknowl ed before me this day of , 20 by day of 20 4 by , who is personally known to "t iff produced who is personally known to me or who has odu c _ 46- ho did take an oath. as identification and who did take an bath. NOTARY PUBLIAe, �xp as ' •. :' 1010.812012 °; NOTARY PU$LIC: Sign: � — a � Sign: Print: C Print: t�` i 1TE Q. v L� 4 .J l' oo My Commission E pares: a My Commission Eptp; Ct ll il � AINCL 23, 20 aa�t��r�; ��r* ��r* �r*, x, ��r�r*, ��e��r�e�r�r��rar�• ��r��r�r��r�t�r��**. �ra�x��r�r�r�r�r�e�c�r�r�r *�r�c�r�r�rv��r�,��r�r�e�r�� r��e�c��ere�c��rx+x�c�r��e APPROVED BY Plans Examiner Zoning Engineer Clerk checked (Revised 07 /10 /07)(Revised 06/10/2009) NOTICE OF COMMENCEMENT A RECORDED COPY iiQ W BE POSM ON 7W JO SITE AT TIME oF'FgW I OEM M CF N 201 0R O I O 3 5 41 OR p& 27183 Ps 4280r (las ) PERMIT NO. TAX FOLKS NO I 1'04 Q � HARVEY RWINv CLERK OF -* COURT 11IAI1I-0ADE COUNTYP FLORIDA STATE OF FLORIDA LAST F'AGE COUNTY OF MIAMI -DAD:: THE UN X3W4GNED hereby Gives notice #0 In prove nwft will be made to certain real pnoPOrtY, and in a=rdanoe with 090W 713, Florida Statutes, the following infarrrtaUori is provided in this Notice of Ccanrn¢ncenm -c 1. L ptian of property str?eetlad >� 2. DeWA ption of Im 3. s) name and address: Interest in property: Name and address of fee simple titleholder: 4. 0ontract 's name and 5. Surety: (Payment bond required by owner from contractor, if any Name and address: Amount of bond 6. Lender's n 7. Persons within the state of Florida designated by Ow er spar[' ifi&m nattoes or other documents may be served as provided by Section 713.13(IX47. . ages, Name and address 8. In addition to himself. Owners designates the fo ive a copy of the Lienor's Notice as provided in Section 713.13(1}(b), Florida Name and addre�• .r ----" 9. Expiration date "is Notice of Commencement: jthe e xpiration date is 1 year from the date of recording unless a different date - - Signature -c)f Owner. Print Owner's Name Prepared b � �� le Sworn to and subscribed before 0 8s �Y o��r f 14TAR1 PU6 LI � - add _ Notary Public Print Notary's Name 89 My commission e 123.01•s2 PAGE a 1eroa T OF F RIDA. COA NTY OF DADE NO OLIN�y I HEREBY CERTIFY that thfs+s a fill py of the anginal filed in this office on day at f. - AD 20 s•� �� WITNESS my hand and Official Seal. J *1M HARVEY RUVIN, C RK, ofCncuit Coun Courts By e . (l OOH D.C. il oR M iami Shores Village ;�G 19 3 t Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 p Rwit Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: 10 -�� Job Name -� , 2010 Page 1 of 1 Building Critique Sheet r Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 OVA Florida Department of Environmental Protection Wwn;-PAde DERM Managpment,Division Division of Air Resource Management - . tstcourt, 8th Floor NOTICE OF DEMOLITION OR ASBESTOS RENOVATION Miami, Florida 33136 TYPE OF NOTICE (CHECK ONE ONLY): ORIGINAL ❑ REVISED ❑ CANCELLATION ❑ COURTESY TYPE OF PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION ROOFING IF DEMOLITION, IS IT AN ORDERED DEMOLITION? ❑. YES ❑ O IF RENOVATION: IS IT AN EMERGENCY RENOVATION OPERATION? El YES ❑ NO File # IS ITA PLANNE RE, V TI N OPERATION? �, � Ely S , ❑ NO Process # 1. Facility Name i Address sj C City State J Zip ounty Site Consultant Inspecting Site Building Size (Square Feet) # of Floor Building Age in Years Prior Use: chool /College/University ❑ Residence ❑ Small Business Other Present Use: S ool /C�IIe e/University El Residence ❑ Small Business Other 11. Facility Owner `" Phone O Address City � l� State i y Zip.. � } 4,- 111. Contractor's Name C `' r�- ' - i Phone Address City d } I Z4_ 1 I State; ` Zip Is the contractor exempt from licensure under section 469.002(4), F.S.? ❑ YES O IV. Scheduled Dates: (Notice must be postmarked 10 working days before the project start date) Asbestos Removal (mm /dd/yy) Start: Finish: emo /Renovation (mm /dd/yy) Start: tpVS Finish: V Description of planned demolition or renovation work to be p wormed and methods'to em oyed inc d molitio re ton techniques to be used and description of affected facility components. f - _, Procedures to be Used (Check All That Apply): Strip and Removal ❑ Glove Bag ❑ Bulld'ozer Wrecking Ball r 0 Wet Method ❑ Dry Method ❑ Explode Bum Down OTHER: VI. Procedures for Unexpected RACM: VII. Asbestos Waste Transporter: Name S'tq t" or 5 t a+* trot it o Phone Address City State Zip VIII. Waste Disposal Site: Name /)/F Y Address City State Zip R IX. RACM or ACM: Procedure, including analytical methods, employed to .detect the presence of RACM and Ca t!1VISION, Alit CUALI MANA E Amount of RACM or ACM* This is to certify that the require square feet surfacing material square feet cementitiTeHldlt(s) Regarding asbestos have been linear feet pipe square feet resilient flooring submitted in Compii cubic feer CM off f ility co orients k D e) square feet asphalt roofing gul ns. t' *Identify a d su a ' e ial n ther materials A applicable: f /G� 1 Date' �'r n c ify t mati�n jls'c rr Ktd n indiv iduJtrained in the provisions of this regulation (40 CFR Part 61, Subpart M) will be on- (s'� mol ion or ren atio a je hat the required training, his be n accomp ' this person will be available for inspection _, i urs. t n o Re. rt) i#apA 0 ne r y (Contact phone #) 7 At 161_01 -15 1 DISTRIBUTION: White -DERM Yellow - Applicant Pink- Reserve Gold - Reserve' PLAN RI,NqEW FIN AL APPR OVAL TAL DEPARTMENT OF ENV I MME c KE}URCE � "VtF,W� t � DATE A� # Florida Department of Environmental Protection ; Division of Air Resource � NOTICE OF DEMOLITION OR A5BESTO TYPE OF NOTICE (CHECK ONE ONLY): ORIGINAL ❑ REVISED} CELL .1 TYPE Of PROJECT (CHECK ONE ONLY): ❑ DEMOLITION ❑ RENOVATION 1 IF DEMOLITION, IS IT AN ORDERED DEMOLITION? ❑YES ❑ , 40 IF RENOVATION: IS ITAN EMERGENCY RENOVATION OPERATION? ❑ YES ❑ NO' IS IT A PLANNE E , OVATION OPERATION? ❑YES 11 ' No Frs a� t. FacRity Nairn Address: City State Zip my Site Consultant Inspecting Site Building Size (Square Feet) # of Floors Blildin Age in x Prior Use: hooliCollege/University ❑ Residence ❑ Small Business Other Present'Use. dMI/College/university ❑ Residence ❑ small Business Other 11. FacilityOwrr °' Address s� KK: Cty State r g' Z A fP C ractar's Nam Address t } City ') State ,,,_ Zip Is the contractor exempt from licensure under section 469.002(4), F.S.? ❑ YES O IV. Sdwdtded'Dates: (Notice must be postmarked 10 working days before the project start elate) Asbestos Removal,(mrn/ddtyy) Start: Finish: eprrtrtti t (mr ddryy) to s ' V. Descrip0m of planted demolition or renovation work to be performed and metho ' to including r t+a be used and description of affected facility components. Procedures to be Used (Cheek All That Apply): Stri and Removal Glove Ba BulkeOx ..w wet method Dry Method lode OTHER: �� Z , ; Y1. Procedure far Unexpected RACM . 0.h VII. Asbestos Waste TranVorter: Name & , t Address y City State Zips_ VIII. Waste Disposal Site: Name ,7 ! h i Address State " v City .r * Zip IX. RACM or ACM: Procedure; including analytical methods, employed to detect the presence?of RACM and Amount of RACM or ACM* This`is to C64 9 r ` square feet surfacing material square feet ee trt t� � Fiegarcge>� asbestos havebeast - linear feet pifie, square feet resilient #''ltag' SUbr.itttedtn Ciolll' cubicf CM off lity nts square feet t3 *Identify a su c al n then materials applicable: E S!�n ? i I certify anon is correct and that an individ 'li trained in the ons of E4 i t Part f4,,` Ali 4CP g site duri erno tion or renovation a d evidence that the required Irainin$ h s ae tr lurll avttt # insp , tan ' during normal si ors. , • t 3 ' a ignatur Date) (Cope #) ;. 16101-158 10/08 DISMIBUTIUN: White -UERM Yellow - Applicant Pink - Reserve C+o kftwme s , w : : :. 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Section D Sloped System Description Tile Roof System Roof System Manufacturer: Monier Life #le Noce of Acceptance Number (NOA). 1 07-1023.12 Minimum Design Wind Pressures, If Applicable (froth RAS 127 or.- Calculations): P 1: 3 25 P 2 : 1 13-67 p 3 Maximum Design Wind Pressures, (From the NOA Specffic system): psf FYI /if the w-01c. roof assembly ceaapaponwitm ffa c omponont is not relmhvd, Inaw not vpplicabde (WO) in thp. fta box a Deck Type 9Cg Optional Insulation. s Optional Neflable Substrate. Roof Slope: "/12° Optional Nailakle'Substrste At#echment, Root Mean Height: 12 : t't. 8eseshreet T ype; Method of Tile Attachment: Astor 30 # d226 type 11 Adhesive, Madurn Paddy Po1ym Paiy Fastener Type for Baheet Attachment: Oc Alternate Method of Tile AAachment per NOA 1 -914 CaN Nall+ 1 bl$ in ceps W OLO ` Tile Undedayment (Cap Sheet) Type: Drip Edge Size a Gauge: -v face 26 9 90 #tits under mer►X - tlYiYY iYYYIY.YYiYiYIiL.YCYYiYL - --- -� Tile UnderteymentAtischment Method: DripWg' Material Type: alyinized M;el� . Typ.9e 4 casghalt 6 .i.NYY....ii ir.Y.ra.Ym r.Ya.wmYY.�a4.. 0000.. .. 0 9 9 9 0000.. ...�,............�..._ •: •• • • Drip�dge 1 -1/4" RS Coil Nails Tile PrdHw. 0000.. 0000 0000 A�antis Shake 0000.. .. ... .. 9 0000 0 000 0 Hoo4 WpUeet g �� or welght Select Hook. StrIp .99999 9 0000.. 0000 0000.. 0000.. 0000 . . 18-04 -2008 12:46 PAGE1 Septet r 2 MIAMI Miami -Dade County Building Department Electronic Application High Velocity Hurricane Zone Rooting Permit Appiicaflon Form Section E (Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based file systems, use Method 1. Compare the values for Mr with the values from Mf. n the Mf values are greater than or equal to the Mr values, for each area of the roof, then the the attachment method is acceptable. P 1: 141 1 xx 10-201 = 9.36 . M ,8.11 = Mrl: 3.2$ 4Q•4 NOA Mf P 2: 95.1 x X 0.20$ = 19.7$ ; - M ; 6.11 = Mr2: '13.67 540.4 NGA Mf F 3: 9$.1 x 0.20$ 19.76 Mg 8.11 = Mr$: 13.6 :5 40.4 NOA Mf Method 3 "Uplift Based Tile Calculations Per RAS 127" For Uplift based the systems use Method 3. Compare the values for P with the values for Fr. if the P values are greater than or equal to the Fr values, for each area of the roof, then the the attachment method is acceptable, P1:® xl : ®= xW: W x Cos e: ,', =Frl: 5® NOAP P2: ®x1: =xw: =� -W� =® xcos9 :El =Fr3:5 NOA F' P3:�xl: xw: ® =�- W.. ®�� X 0*6 9 Fr3 :� NOAF Where to Obtain information to complete file calculations Where to Find Pticn Symbol w rnw� rtnvnwms+vm Design Pressure P1 or P2 or P3 Table 1 RAS 127, or by an engineer analysls prepared, signed and sealed by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamlo Multiplier X Product Approval (NOA) Restoring Mosw6due to Gravity Mg Product Approval (NOA) shment Re ista e • • Mf Product Approval (NOA) • Ired MoMerd ResistanCo, Mr Calculated . .1 Imum A l;Wgnt Reslshm !: Product Approval (NOA) quired UpAWesfstanos • • • • Fr Calculated • Average Tit; 9 • • • W Product Approval (NOA) • • • 01mensloot • • • i • l = Product Approval (NOA) • w = v Adtl • 12 -04 -2008 12:47 PAGE2 A SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the, required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contractor. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the 0� u se of P providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. 2. Renalling wood decks: When replacing roofing, the existing wood roof deck may have to be renailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common roofs: Common roofs are those which have no visible delineation between neighboring units (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and /or owner should notify the occupants of adjacent units of roofing to be performed. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appearance. 5. a'' 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 of the new roofing system. Pounding conditions may not be evident until the original roofing system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ....overloaded from a buildup of water. Perimeter/edge wall or other roof extension may block this discharge if • ' • • overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in • .1cordanee with the requirements of Sections R4402 R4403 and R4413. 0000 , . . . 0:0000 T; 0 • "'Qntilatlon: Most roof structures should have some ability to vent natural airflow through the 0 00 : 00 • . 0 . Interior OLUOStructure assembly (the building itself). The existing amount of attic ventilation shall not be • •:. • reduced. J Y be beneficial to consider additional venting which extending service life of the 0.900. • • roof. • • **0000 0000.. 0000.. .. Owner 1Age9 so i Date Cantracto nature Date 0000 Revised on 7/9/2009 LD t d M I A M FDADE MIAMI -DADS COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 NOTICE OF ACCEPTANCE (NOA) 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 Mianni Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated glow. The Miami -Dade County Product Control . Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the 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 AAJ 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 H=he Florida Building DESC ®- A Screte 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. RE NEWAL 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 iq its entirety. .... �NS WW)N: I cppy pf this entire NOA shall be provided to the user by the manufacturer or its distributors s and shay i W:tvailable W inspection at the job site at the request of the Building Official. 0 0 • This renew NOA '- I211.08 and consists of pages 1 through 7. 0 0 0 0 The sai4ijed doc3igjitition was reviewed by Alex Tigera. 0000. . 0000 00000. 0 0000.. 0000 0000.. 000000 00 0 000000 0 0 • • • • NOA No.: 07- 1023.. 00 0000 { ' • • : Expiration Date: 1 12 Approval Date: 12113/97 Page 1 of 7 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub- Category: Flat Profile Roofimg Tiles Material: Concrete 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC in Boca. Raton, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Cade does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description on Monier Lifetile 1 =16" TAS 112 Flat, interlocking, high pressure extruded Atlantis Shake and w = 10" concrete shake and slate roof tile equipped Slate Tile 1 thick with two nail holes. For direct deck, mortar or adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thickness Manufactured for each tile profile. 2.1 SUBMITTED EVIDENCE: Test Agencv Test Identifier Test Namte/Report Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering, Inc. 94 -084 PA 101 (Mortar Set) May 1994 (Adhesive Set) The Center for Applied 25- 7094 -2 Static Uplift Testing Oct. 1994 Engineering, Inc. - PA 102 0000 (4" Headlap, Nails, Direct Deck, • • • • New Construction) • • • • The Center for'A$plitd 25-7094-8 Static Uplift Testing Oct. 1994 ""` PA 102 • • • • • Engineering, I ,c.. • 006006 (4" Headlap, Nails, Battens) Thet%hw for iDpMd 25 7094 -5 Static Uplift Testing Oct. 1994 0 0 0 0.. �t�l�g 1 Cj.... PA 102 • • • • • • 0000 (4" Headlap, Nails, Direct Deck, ...9.. • • • 00:006 ReCOVer/RerOD 9.000• .. 0 0000.• • 0 • • NOA No.:t17- 1x23.12 • Expiration Date: M6/12 0 Approval Date: 12/13/07 Page 2 of 7 Test Agency Test Identifier Test Name/Report Date The Center for Applied 25- 7183 -6 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Direct Deck) The Center for Applied 25- 7183 -5 Static Uplift Testing Feb. 1995 Engineering, Inc. PA 102 (2 Quik -Drive Screws, Battens) The Center for Applied 25- 7214 -1 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik -Drive Screw, Direct Deck) The Center for Applied 25- 7214 -5 Static Uplift Testing March, 1995 Engineering, Inc. PA 102 (1 Quik- -Drive Screw, Battens) Redland Technologies 7161 -03 Wind Tunnel Testing Dec. 1991 Appendix II PA 108 (Nail-On) Redland Technologies Letter Dated Aug. 1, 1994 Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Redland Technologies P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Redland Technologies PO402 Withdrawal Resistance Testing Sept. 1993 of screw vs. smooth shank nails The Center for Applied Project No. 307025 Wind Driven Rain Oct. 1994 Engineering, Inc. Test #MDC -77 PA 100 Professional Service 224 -47099 Physical Properties Sept 1994 Industries, Inc. PA 112 Celotex Corporation Testing 520109 -1 Static Uplift Testing Dec. 1998 Service 520111 -4 PA 101 March 1999 520191 -1 Walker Engineering, Inc. Calculations Aerodynamic Multiplier October 2007 Walker Engineering, Inc. Calculations Moment of Gravity August 2007 Walker Engineering, Inc. Calculations 25 -7094 February 1996 Walker Engineering, Inc. Calculations 25-7496 April 1996 Walker Engineering, Inc. Calculations 25 -7584 December 25- 7804b -8 1996 • 25- 7804 -4 & 5 • • • • • • • 25- 7848 -6 Walter Eh ' e c. Calculations 25 -7183 March 1995 ...... gm �llg $� Walker Engine8AAA, *l nc. Calculations Aerodynamic Multipliers April 1999 WN Pi �ngineo ern Inc Calculations Two Patty Adhesive Set System April 1999 Nutting F,ngineeM'. TAS -112 13343.1 June 2007 0 00000 ...... .. . ...... • .. NOA No.: 07- 1023.12 •: • • • • �,•� ' •' g Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 3 of 7 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 3.7 May be installed on slopes 7:12 and greater with a minimum of two screws. 4. INSTALLATION 4.1 Monier Lifetile Atlantis Shake and Slate 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 (1 x w ) Tile Profile Weight-W (Ibf) Length -1 (ft) Width -w (ft) Monier Lifetile Atlantis Shake & 8.5 1.33 0.833 Slate Tile Table 2: Aerod namic Multipliers - I ft Tile X (ft)(� ) Profile Batten Appli cation Direct Deck Application Monier Li#ettle Atlantis Shake & Slate Tile N/A 0.208 Table 3: Restorin g Moments due to Gravity - M ft lb Tile 2 ":12" 3 ":12" 4 ":12" 5 " :12" 6 ":12" 7 ":12" or Profile • greater Monier '.. Shttens. AiwA Batten Direct Battens Direct Battens Direct Battens Direct Battens Direct Mile ' 'Dedk Deck Deck Deck Deck Deck • • • 04tiantis IA . 6.1.' N/A 6.11 N/A 6.01 N/A 5.89 N/A 5.75 N/A 5.59 Shake & • ate The 00000 .000 .00.00 0000. . 0000 0000.. 0000 0000.. 0000.. ...i.. 00 . 0000.• " .. NOA No.: 07- 1023.12 •: • • • • �. ' : Expiration Date: 12/16/12 Approval Date: 12113/07 Page 4 of 7 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft -lbf) for Nail -On S stems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" (min. 19/32" plywood) plywood) Monier Litetile 2 -10d Ring Shank Nails 30.9 38.1 N/A Atlantis Shake & 1 -10d Smooth or Screw 7.3 9.8 N/A Slate Tile Shank Nail 2 -10d Smooth or Screw 14.0 18.8 N/A Shank Nails 1 #8 Screw 30.8 30.8 NIA 2 #8 Screw 51.7 51.7 N/A 1 -10d Smooth or Screw 24.3 24.3 N/A Shank Nail Field Cli 1 -10d Smooth or Screw 19.0 19.0 N/A Shank Nail Eave Cli p) 2 -10d Smooth or Screw 35.5 35.5 N/A Shank Nails Field Cli 2 -10d Smooth or Screw 31.9 31.9 N/A Shank Nails Eave Cli Table 5: Attachment Resistance Expressed as a Moment Mf (ft -lbf) for Two Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier L fetile Atlantis Shake & Slate Tile Adhesive 31.3 1 See manufactures component app royal for installation requirements. 2 Flexible Products Company Til@Sond Average weight per patty 13.9 grams. Polyfoarn Product Inc. Averse weight per a 8 grams. _ Table 5A: Attachment Resistance Expressed as a Moment - Mf (ft lbf) for Single Patt f Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Monier Lifetiie Atlantis Shake & Slate Tile -Po r6 118.9 PolyProTM 40.4 3 Large paddy placement of 46 grams of Pol ProTm. 4 . ium a placement of 24 rams of Pol ProTm. . . .... . .. • Table B: Attachment Resistance Expressed as a Moment - Mf(ft -Ib "'••' for Mortar or Adhesive Set Systems • Tile Tile Attachment :. ...... .... .... ..... .:..Profile Application Resistance �••:•• I MonieoLifetiieeAgantis Shake & Slate Tile Mortar Set 39.0 • . • • .... NOA No.: 07- 1023.12 • • • Expiration Date: 12/16112 r Approval Date: 12 /13/07 Page 5 of 7 S. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturers name or logo, or following statement: "Miami -Dade County Product Control Approved ". MONIER LHETILE LLC, ATLANTIS SHAKE AND SLATE (BOCA RATON, 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. ...... . . . . 0000• 0000 ••••0e 009.0 • 0000 A•••9• • 0000 • • • • • •0000• **Vto 9.000• •• • •••,•• • • • ,. NOA No.: 07-1023.12 00#009 • • • • Y Expiration Date: 12/16112 Approval Date: IV13/07 Page 6 of 7 PROFILE DRAWINGS file° . ham *,~'`•, 1�= � =_ •.� .�. •••"�,:..., °0 , ..,,h h h,�. ti •.,h, hti.. � • "�ti , "1 `: 0`000.~ '4,•,•"•• ,�,:•'�t. 1iIdATi3�0�K .,,• ..,,�� -•�. „_.•� -; .:: �•' 00:0 ",.. rti ;�,:„ �"w"".. " `•••„ h,•h' '.. .: . 0.00 �•." ""'. ": • �'"••",.,, •h '• , '`.'.". *•`"`h. '�, " "`0.00.. `�' �•.,,'•.; ;0,0,"00_. %"i ' MoNiER LIFETILE ATLANTIS SHARE & SLATE CONCRETE ROOF TILE END OF TM ACCEPTANCE NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 7 of 7 l • • • 0000 • •• 0fi•il •00000 • • 0 • 1 i •fill• • 000000 00.0 00 •l 0011• 0 #00 •fill♦ • i 0000• 0 0110 0f0i00 • • • • 0 000000 0fi90i 00 l **:*so 0 • i• • f l i 0000.0 0 0 NOA No.: 07- 1023.12 Expiration Date: 12/16/12 Approval Date: 12/13/07 Page 7 of 7 MIAM.. 0 #,rr-- • .nanmr ^ uni�F C',(iiijiv r 7`, FLvicl'uA METRO -DADS FLAGUR atill.DING BUILDING CODE COMPLIAN( - F O'FFI('F WC-0) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (345) 375 2908 NO`T'ICE OF ACCEPTANCE ( Polyfoam Products, Inc. - 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documenration submitted has been reviewed by the BCCO and aecxpted by the Building Code; and Product Review Conunittce to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisd (AIIJ). This NOA shall not be valid after the expiration date stated below. The BCCO (tn Miami Dadc County) and/or thc ARJ (in areas other than Miami Dade County) reserve the right to have this product itt material trstc d for qualify assurance purposes. If this product or material fails to perform in the accepted manno , the mmiactur.T will incur• tbt expense of such testing and the AHJ may itnmedindely revoke, modify, o: =spend the use of such product or ntataial Within their jurisdirtton. BCCO reset v s the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. Tbis l,rucluct is approved as descn"bed herein, and has been designed to comply with the high Velocity Hurricane Zone of the Florida Building Code, DESCRIPTION: Polypro® AH160 NEwAI, of this NOA shall be considered after a renewal application has been filed and there has been no icitat}ge in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if them has been a revision or change in the materials use, xWor manufacture of the pros sect or procec. °. Misuse of this h'OA as an endorser "-t of any product, for sales, advertising or any other purposes shall automatically terniinate this NOA. failure to comply With tiny SeCdon of this NOA %+4 be cause for tefttrination acrd m=vcil of NOA. ADVERTIS1FA41E1VT: 'r'he NOA number preceded by the words Miarni4)ade County, Florida, and followed by the expiration daft may be displayed in adve tiling litczature. if arty portion of the NOA is &.ptaycd, then it dull be done in its entiret INSPECTION: A copy of this entire NOA shalt be provided to the user by the manufacturer or its distributors and shall be available fpr inspection at the job site at the request oft Builth,T OfI"w4vl, 'ibis NOA renews NOA No - 01 - 0521.02 and consists of pagcs 1 through 7 The 5irbni4t0d docuMOntation was reviewed by J L. Acebo. • • 0000 • •• 0000•• • • • • • • • • Ivy,.. 0000•• 0000•• • • • • • • 0000•• • 000000 ••0• •• •• • • • 000• ••• 0000•• • 0 • NOA No.: e6- 0201.92 • • • i • • • • • • • Expiratton date 451it1111 • • • • • • Approval Date: 04113196 • • • .00000.00 • 0•• Page 1 of 7 0000•• •• • • • 0000•. 0000 • • 08 -14 -22007 10:43 PERFECT ROOFING 3054034994 PAGE1 R OOFING ASSEMBLY APPROVAL: Catego ;'y: Roofing Sub Category: Roof the adhesive Materials: Polyurethane SCOPE: This approves Polypro® AM60 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this !Notice of Acceptance. For the locations where the design pressure reyuirr"monts, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Appli-cation Standard RAS 127, for use with approved flat, low, and high ptufike roof tiles a; stem using 1%iyprot xUl 1611" Where the attachment calculations are done as a iiLvident 1LaRN1 O swuc Cur single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Prodact Dimmsions Test Produet Description Specilkations l?olygroO AH 160 N/A TAS 101 Two component polyurethane fnam adhesive Foamprot RTFI000 N/A Ding Equipment ProPackO 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: . Any Miami Dads County Product Control Acc opted Roof Tilc Assembly having a current NOA which list moment resistance values with the use of Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: hmm Test Results Density ASTM D 1622 1 lbs./ft. Compressive Strength ASTM D 1621 , 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise • Water Absorption ASTM D 2127 0.08 Lbs1Ft' Moisture Vapor Transmission AST14 E 96 3.1 Perm / Inch Dimensional Stability ASTM D 2126 +0-07% Volume Change L -40° F., 2 weeks +6.0 volume Change @I58T.,100% Humidity, 2 weeks Closed Cell Content ASTM D 2856 86% 1 Ew. The phis'" properties listed above arc presented as ty#tical average values as detennineed • • ego tsy are�r N "i " i*el fast w4dhdds uucl Ate Kkhk, ei: 04 0orw4l manufacturing variation. .000.0 ••0000 .•..•• • . • . • • 000.0• 00.00• •••. •• •• 00000 ••• 00.00• 9 •• i •• 0000 NOANo.: • • • • • • • Expiration Date: 05116/11 • Y' 0000 • • • . Approval Date. 04113!06 0066 • • 6000• • Puge 2 of 7 go 0000•• •• 0000•• • • • • 0000•• 0000 • • • •••• 08 -14 -2007 10:43 PERFECT ROOFING 3054034994 PAGE2 EVIDENCE. SUBMITTED: Test A cnc • Test Identifier Test Name/Report Date Ccnter for Applied Engineering #9446() TAS 101 04108'94 257818 -1 PA TAS 101 12i 1 bi96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SS I D 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB- 589.631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest.Rescarch histtuto 61- 6743 -011 ASTM E 108 11/16/94 01- 6739- 062bli] ASTM R84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03114/96 Celotex Corp.'1'esting Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 03/02199 520109 -2 -1 LIMITATIONS: I. Firc classification is not Pact of this acceptance. Refer-to the Prepared Roof Tile Assembly for fire rating. 2. PolyproO AH 160 shall solely be used with flat, low, dt high, tilc 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 PolyproQP A1I160 roof the adhesive with their the assemblies shall test in accordance with TAS .101. 5. RoofTila manufactures acquiring acceptance for the use of HANDI- SIT.rX roof tile adh? =iv€ with 0 0 0 0 their the assemblies shall test' in acxxar UnCe with TAS 101 with section 10.4 as modified lh°real. 0000 . 0. 'F . W 0000•. . F= 0000.. MS 000006 0600 0. 00 006:00 ••0 0-..:6*0 000600 NOA No.. 0"201.02 666.6 66.6 • . 6 • • Expiration Date: 05 an I 6 6 6 6 6 6 6 6 6 6 Approval Date: 04113/06 .•66 6• Page 3 of 7 • • 0• • •0 • 6 6 • 000000 0000 • • • 6 •00• 08 -14 -2007 10:44 PERFECT ROOFING 3054034994 PACE3 tl. INSTALLATION!': I. PolyproQD All 160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use ofPolyproe- AH160. 2. PolypruO AII160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof file assembly's adhesive attachment with the use of Polypr*O AH160 shalt provide sufficient attachtent resistance, exprcssed as aft upL11 based system, to meet or exceed the uplift resistance dd.ermined in Compliance with W iami - Dude County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof til. assembly NOA 3. Polypro&.AH160 roof tile adhesive and its components shall be installed in accordance. with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypra':t : AH 1610 Operating Instruction and Maintenance Booklet. 4. Installation filw.0 be, by a Fac't'ory Traiued'Qualified Applicator' approved and licensed by Polyfoarn Pmducix, Inc. Polyf,ostia PaAlcts Inc. shall supply a list of approved applicators to the authority having jurisdietion. - 5. Calibration of the Foamprog dispensing equipment is required before application of any adhesive. The mix ratio bettween the "A" coa po^ent and the "13" component shall be maintained between 1.0- 1.15 t;Aj_ t ,Ci r Fe t.:t disPelw, tinier Shall he set to deliver 0.0175 to 0.15 pounds per tile as � determined at calibration, No other settings shall he approved. 6. PolyproV AH160 shall be applied will, l oatrgr,x.' :R T l0(s) or ProPack®r 30 & 100 dispensing equipmnent only. 7. Polypro(g) AH 160 shall not be exposed permanently to sunlight. S. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after PolyproO A11160 has been dispensed. 9. Potypro4D AH160 placement and minimum, patty weight shall be in acc' rdance with the 'Placement Details' herein Each geueri+: file profile "uires ft specific glacgnent noted herein. Table 1: Adhesive Placement For Each t nerie'll`lle NProMIC Tile Profile Placatucut 10 fje- - Paddy Two Paddy Weight Dew �� e it's � per paddy Min. Flat, Low, M Profijes # l (grams) 35 KA High Profile t2 Piece #1 - 17 /side on cap and N/A Barrel} 34lp Flat, Low, Profile #2 24 N/A Flan, Low, Hi h tniICS #3 8 LARELINQ All Polyprog AH160 containers shall comply with the Standard Conditions listed herein. BUILDING DING PERMff URQUIREMENTS: 6666 : 6 6 6 6: • &V.041-ti f cc] by +ta oBvilding Official or applicable building code in order to properly evaluate: the . insta b-dion IDTAS slsteru 666666 6666.. . . . . 6666.. 6666.. 6666 06 0• 00.0• ••• 0000•• NOA Nn.: 064201.02 0 000•• �'� 0000 • • • • • Fxplration Date. 05110 /1 f i • • • • i • I ola • • • • Approval Date W139* • • • ••�••• Page 4 of 7 6000.• 60 • 00.000 6 6 60 . 66 .•0600 6666 . • 6 • 666• 08 -14 -2007 10:44 PERFECT ROOFING 3054034994 PACE4 AmiEsm. PLACEMENT D ETA11. 1 SINGLE PATTY X10" Rlasuc Comm PxiQ� W man tlua+gh plastic uaotM U46dwswd "M-A T Wi f • a� J 101x EM ctm e e f86Cb f$ryr.0iliQ �fs'.� raw 001RC@aOYjr, Emdo f EMCWN :'4 «per wiej 46.gRb" ! Ne7 tlreugU P'N* ft-M - -- — '�' liPtrca a9Atpicrta piTtg <r° _ t tw.b S::::ww.aiww"a+irriLir #r° �+ 1� Dt3saiiR toIe::: xsyN. tet of amik !O—NA Plans V%ew .Ett�pera?�ttr�N fuht ; te. salatg l Fuda sOpRdQt •1•• • • 0000•• •••••• • • • • • • • 0000•• 0000•• 0000 •• •• 0000• ••• 0000•• • ••i•• •� •••• NOANw0"201.112 ••• • • • • • • • • • Expiration Date: OSI1011I • • • • • • Approval Date: 04!'13!06 • . • 0000•• 0000•• •• ••i••• Pap 5of7 00.000 0000 • • • • •0•• 08 -14 -2007 10:45 PERFECT ROOFING 3054034994 PAGE5 ADHEs[VF, PI.ACFMENT DE TAIL 2 SINGLE: PAT'T'Y Nail through plastic cement Paddy (Beneath Tilej Nail through plastic cement lindedar unt Paddy {Beneath Tpe) Uitdetlayment 1 7 in. .�2 in. 7� !�2 in. Faye Course i i Fascia Fascia . EmCom Fan closure Fare Closure p Nail tlxougq Plastic cement — P yPeaeath • rde) Ilnderkymerd . 7 l,•s. .r'e'in. F.arttms EwCum Fascia ones noon.. .. noon.. • • • e n • • • e NOA No.: 06-0201.02 n . n i e. o. • e Expiration Date: 05/10/11 • • Approval Date: 04/13/06 •••••• Page 6 of 7 • .sons• •• • e.seo• .see.. ..s• . • • AwwsivE PLACEMEN'I'DETAII, 3 Domiu, PATTY Nail through plastic cement Paddy Nail through plastic cement Single paddy under hie (between tile) Undeddayment Single paddy between the Pa* (under die) 2 In, x 7 in. medium size paddy eave �j course only Singkoe 3 In. u padd4ky nder tile 1 x 3 in. x 3 irL . Single paddy on 2 In. In. single 4 In 2 in. under- paddy on laymen! ° under- layrnent singie paky - A E emu on top of tile 211R.Medlum or. 6W t I VI CMW Eave closure size paddy em pascle cour= Drip edge Poll dMugh plastic convent SInqIe under the single paddy between file /� In. x 3 In. 4 Single paddy Sin�b4t paddy Ear. Closure fm top of fil" Nt. x la. medium lave t omse -'~ Fascia P1 oave course only • • END OF THIS ACCEPTANCE • • • 0 0000•• C> •00 0 96 NOA No.: 06-0201.02 g o*:** 000*00 Expiration Date: 05t1011 I 0*000 0 �4- 0 0000 0 Approval Date: 04/13/06 0 0 000 0: a. ••:::• Page 7 of 7 • • • 0 0 • 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 BUILDING Permit No :�G 1 d — WP 7 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: - BUILDING gam -- p — - - - -- - - - - �!� - . -- -- /f � ---- -- -- - ��`� Owner's Name (Fee Simple Titleholde ! �T �1� dL "�/ J" Phone # L R � . Owner's Address �® City I j t State Zip l Tenant/Lessee Name Phone # Email Job Address (where the work is being done) City Miami Shores Village County" _ Miami -Dade Zip r FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone Contractor's Company N e ` )`'' �1 ''Phone # ��G3 Contractor's A dd City V State Zin Qualifier Name Phone # State Certificate or R q p No. Certificate of Competency No. Contact Phone os O 1 N ,9A 3r. E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Square / Linear Footage Of Work: A Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace: ❑Demolition Describe Work _ 1 -192& as 4 S! Submittal Fee $ Permit Fee CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side -� Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that- all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be s4cured 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 COMMENCE NT." 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 certifies' 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 i n e of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Si 'l ►I Owner or Agent Contractor The foregoing instrument was acknowledged before me this The fore g ' nt was acknowledged before me this day of , 20 by day of by R (A e 1 who is personally known to or who has produced w, ersona knoo a or w produced e% As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLI Sign: Sign Print: Print: ;�gcooy=, - TTY ZJ = V S My Commission Expires: My Commission Expires: ' , ,w VZ APPROVED BY Plans Examiner Zoning Engineer' ` Clerk checked (Revised 07 /10 /07XRevised 06/10/2009 s" ro , i IN • - +► . i ,: WE� ON ■ . 1 l� • �� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■■ ■■■��s!��■� iii■■ ■ ■ ■■■� �► m ■Ent _■ MEN ■■■■■■■■ ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■ . 1 . • 46 • Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305) -4949 Permit Number: RF -2 -10 -207 Invoice Number: RF -3 -10 -37231 Applicant: BARRY UNIVERSITY Company Name: BARRY UNIVERSITY INC Date Payment Type Check Number Amount Change 03/08/2010 Cash $35.00 $0.00 Total Payment: $35.00 �.. J r� c� ,a. i..•a r� hJ 4 J T G��d M06�6y, March 8, 2010 Page 1 of 1 G_