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ROOFINGIssue Date: 11/29/2006 Owner's Name: SPENCER RUDNICK Permit Type: Roof Work Classification: Roof - New Job Address: 60 102 Street NE Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 05/28/2007 Contractor(s) Phone EARL JOHNSTON ROOFING, INC. 954 - 989 - 7794 Primary Contractor Yes Type of Work: New Roof Classification: Residential Additional Info: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated. Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: RF -11 -06 -2866 Phone: 1132060131461 Lot: PB: Total Square Feet: 3300 Total Valuation: $ 34,600.00 Re • uired Ins . ections Tin Cap Hot Mop Tile In Progress Up Lift Report Final Roof Fees Due CCF Education Surcharge Permit Fee - New Roof Scanning Fee Technology Fee Total: Amount $21.00 $7.00 $325.00 $12.00 $8.12 $373.12 Invoice Number RF - 11 - 06 - 26865 Total: Amt Due $373.12 Amt Paid EC 01 an n'1 NOTIC�, as„if c "l'!''e requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. RE -ROOF COLR THRU jAm2 i Passed 2b bq Insp or Comment , / 5-e-P- a O l 18' c, - -.. Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until ................ ............................... ... • Inspection Date: 01/23/2007 Inspector: Grande, Claudio Owner: RUDNICK, SPENCER Job Address: 60 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: EARL JOHNSTON ROOFING, INC. Building Department Comments Monday, January 22, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 -s: Block: • Permit Type: Roof Inspection Type: Final Roof Work Classification: Roof - New Phone Number Parcel Number 1132060131461 Lot: Phone: 954 - 989 -7794 Page 1 of 1 CIVIL ENGINEER January 17, 2007 Project: Dear Sirs; Reileh Engineering Corp. (Consulting Engineer) P.O. Box 22011 Hialeah, Florida 33002 Tel : 305-823-8008 Fax: 305-823-3300 Earl W. Johnston Roofing, Inc. 5721 Dewey Street Hollywood, Florida ROOF TILE UPLIFT TEST REPORT Residential Home 60 Northeast 102 Street Miami, Florida Information provided by client: Permit Number: RF06 -2866 Date Completion: January 11, 2007 Roofing Contractor: Earl W. Johnston Roofing, Inc. Project Number: 07 -0153 (Testing Laboratory Certificate #06- 0501.15) 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 Monier 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) tile in five (5) of all tiles in the perimeter and comer areas were physically examined. A minimum of one (1) test per every two (2) squares in the field, one (1) test per square in the perimeter area and (1) in the comer areas were conducted. Based on our test results, we conclude that the installation of the roof tile at the above referenced project meets the test requirement outlined in the above - mentioned protocol. Attached please find a copy of our test report for your review. 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 ohamad Sonny Salleh, P.E.49014 Project Manager TILE UPLIFT TEST Residential Home 60 Northeast IO2 Street Miami, Florida Reileh Engineering Corporation -- Project Number - 07 -0153 — Page 2 of 4 Test Number Test Load (lbf) Test Status 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 Report of TILE UPLIFT TEST for Residential Home 60 Northeast 102 Street Miami, Florida Project Number: 07 -0153 Reileh Engineering Corporation -- Project Number - 07 -0153 — Page 3 of 4 Test Number Test Load (lbfl Test Status 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 Reileh Engineering Corporation -- Project Number - 07 -0153 — Page 4 of 4 82' + + + + + + + + + + + + + 07 -01 AP OX, POOF S51" ILOCATION5 ANt7 LIMTN510N5 RE -ROOF BUILT UP CAP SHEET SEPTEM MONICK SAXONY THROUGH AND TILE ROOF SLATE WHITE COLOR 10 2 161 cr Inspector 12 Comments q)( D IL Passed t Failed Correction Needed Re- Inspection Fee ($ No Additional Inspections can be scheduled until re- inspection fee is paid . In N ectio u ber D ................... Inspection Date: 01/23/2007 Inspector: Grande, Claudio Owner: SEPTEMBRE, E THOMAS Job Address: 1119 104 Street NE Miami Shores Village, FL Project: <NONE> Contractor: OBENOUR ROOFING SHEET METAL & SUPPLY CO. INC Building Department Comments Monday, January 22, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 - 2204 Fax: (305)756 - 8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1122320290040 Lot: Phone: 305 - 757 -2612 Page 1 of 1 i I / . DEC 0 8 10 1 sli— Passed Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until 'Inspection Number: INSP -33395 Permit Number: RF -11-06 -2866 Inspection Date: 12/07/2006 Inspector: Grande, Claudio Owner: RUDNICK, SPENCER Job Address: 60 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: EARL JOHNSTON ROOFING, INC. Building Department Comments Tuesday, December 5, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Hot Mop Work Classification: Roof - New Phone Number Parcel Number 1132060131461 Lot: Phone: 954 - 989 -7794 Page 1 of 2 1 Ub Infractio Passed Comments TIN CAP SPACEING True 1 t9 Passed Inspector Comments V Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Number: INSP -33394 Permit Number: RF -11 -06 -2866 Inspection Date: 12105/2006 Inspector: Grande, Claudio Owner: RUDNICK, SPENCER Job Address: 60 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: EARL JOHNSTON ROOFING, INC. Building Department Comments Monday, December 4, 2006 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Block: Permit Type: Roof Inspection Type: Tin Cap Work Classification: Roof - New Phone Number Parcel Number 1132060131461 Lot: Phone: 954 - 989 -7794 Page 1 of 2 %,c`,(k' BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Owner's Name (Fee Simple Titleholder) { t/ d rl l C k Owner's Address 6 0 A) t / C a . City /4 )Gm) Slier-LS State I'L Tenant/Lessee Name Job Address (where the work is being done) FOLIO / PARCEL # Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Describe Work: Bond $ Code Enforcement $ Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NIA /6Sd 60 lJ£ /::L Is Building Historically Designated YES NO _ Contractor's Company Name E G f / 3 0 1 n S f ch epo ) ti oo h (, Phone # Contractor's Address S ))� 1 1 a e i �y S'! J City 140 f y Lc/ 0 0 C' S tate � Zip Qualifier Name CG r 1 Ct/ J. _ail AC/61 Phone # Submittal Fee Permit Fee $ Notary $ Training/Education Fee $ ��— Scanning $ Radon $ DPBR $ Zip Sf Double Fee $ Permit No. Master Permit No. Plumbing Mechanical Phone # 9• y 3 e3 3.x/38 iv/if Phone # City Miami Shores Village County Miami -Dade Zip S. ,3 g Phone # Square / Linear Footage Of Work: Structural Review. $ Total Fee Now Due $ 5 , 1 FOECIMM NOV 2 8 2006 53 o )J State Certificate or Registration No. Certificate of Competency No. Type of Work: ['Addition ❑Alteration ['New L� Repair/Replace ❑ Demolition r Je ;al le re roo( ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CCF $ 2-1 CO /CC Technology Fee se..). ( 2 Zoning $ See Reverse side -+ Bonding Company's Name (if applicable) Bonding Company's Address City State 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of ,20,by , day of ,20 ,by who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: APPLICATION APPROVED BY: (Revised 02/08/06) NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Zip Plans Examiner Engineer Zoning w 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 ivhich 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. NOT Sign: Print: Signature ,. / gn Signature Owner or Agent The foregoing instrument V201i, ��yy was acknowledged before me this .'/ The fore o'ng i trument was acknowledged before me th i i )�� ,,,� ^ day of IV , 29', by jus In l 2uQ1� Icy-' day of M , , by v "'c) UV 1 ��,'�U V 1 who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. i /a �" :AAA*_ 0 l2'j/ID& My Commission Ex es: I Z:2/(0 v (Certificate of Competency Holder) Kc R` l Expires June 22, 2008 My Commission Expires: APPLICATION APPROVED BY: Chc 10/14/03 NOTARY PUB 18941 8 Sign: Print: ontractor Wets-1673 Q My CommissionDD310£41 State Certificate or Registration No. Certificate of Competency No. *********************************************** * *** * * **** * * *** **** ** * * *** * * *4 4 * * ** * * * * *** * ** Plans Examiner Engineer Zoning 1 % COUNT, Or arcaIP/ that this isatri cy hi„ office, on % of the o ll of iiiJ Ii. ^nII an , A 0 20 ( p � E d Ornotat Seat. C of C4 cmt and County COONS NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSED ON THE 30B SITE AT TIME OF FIRST INSPECTION PERMIT # Tax Folio NO. t (- 32ad-o f - I`f(j I STATE OF FLORIDA COUNTY OF MIAMI -DADE NOTICE OF COMMENCEMENT 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. BM /. A A & 1. Legal Description of Property and - - t /address: ' S kiln - 2. Description of Improvement: (A 011-i- &Q 4-, l SL. re loo• 3. Owner(s) Name and address: And interest in Property FEE SIMPLE Name and address of fee simple titleholder: 4. Contractor Name: Address: Phone Number: 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: Amount of Bond$ 6. Lender Name and address: 7. Persons within the State of Florida (names and addresses) designated by property 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, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713313(1)(B), Florida Statutes. Name and address: 9. Expiration Date of this Notice of Commencement: (the expiration date is.1 year from the date of recording unless a different date is specified. , A1)- 1 4 ) Signature of Owner: Print Owners Name: Notary Public Printed Notary's Name My Commission Expires: EARL W. 7OHNSTON ROOFING, INC. 5721 Dewey Street, Hollywood, FL 33023 954 -989 -7794 Fax #(optional, if service by fax is acceptable) 954 - 989 -5666 jtni lNe- 0.v 9Nl�K SWORN AND SUBSCRIBED before me this day of N I`U' 111111111111111111111111111111111111111111111 CFN 2I 0 R12!881 O6: Bk 25129 F's 4665; Ups) RECORDED 11/28/2006 09:38 :57 HARVEY RUVIN, CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE io atm+ tR.wwi S�Y2°5 >:c 331 Prepared by: EARL W. 7OHSTON ROOFING, INC. 2006. 5721 DEWEY STREET HOLLYWOOD, FL 33023 Meg A. Romeo i n((,y Commission 00318941 '') --' J E June 22, 2008 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING 1 SInE yS,.... 1524.1 Scope. As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, to provide the owner with this appendix and to explain to the owner the content of this form. The provisions of Chapter 15 of the Florida Building Code (FBC) govern all the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics- Workmanship: The workmanship pr the roofing system meets the wind resistance and water intru (appearance) issues are not a consideration with respect to w color or architectural appearance, that are not part of a zoning agreement between the owner and the contractor. 2. Re- Nailing Wood Decks: When replacing roo accordance with the current provisions of Chapter 29 of the removing the existing roof system.) 3. Common Roofs: Common roofs are those which av = visibl 'delin ation 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 work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The SFBC provides the options of maintaining this appearance. JV 5 . Ponding Water: The current roof system and /or deck of the building may not drain well and may cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life the life expectancy:aad:. performance of the new roofing system. Ponding conditions may not be evident until the original ofing' ystem is removed. Ponding conditions should be corrected. J 2" . • 6. Overflow Scuppers (wall outlets): It is required that rainwater flow off so tha�the roofis not over . loaded from a build up o water. Perimeter /edge walls or other roof extensions may block thig■is•li'arge a o4erflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in eecordance with Chapter Z 3. • • of the F • Ventilation: Most roof structures should have some ability to vent natural airftow thtough.tt 'ulterior bf • • • • the st uctural assembly (the building itself). The existing amount of attic ventilation shall a8t be redUc'i ti. It rrl y...: be ben-ficial to consider venting which can result in extending the service life for the roof. • • Own /Agent's Sign ture ttk;cJ Date 15.35 ITECMIETIET N1 NOV 2 8 2006 �. are for the purpose of providing that dards. Aesthetics s. Aesthetic issues such as dressed as part of the of deck may have to be renailed in Ily concealed prior to • •• .. • _:..14 JI C on t ractors; . ur e .• • • Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section A (General Information) /� /, Master Permit No. V�N c Process No. Contractor's Name . \I \I. t \ol'vY1 /ZOb4iVI MG Job Address `Q 0 IV v (DI Y `e ROOF CATEGORY • Low Slope • Mechanically Fastened Tile , Mortar/ . e Set Tile • Asphaltic • Metal Panel /Shingles • Wood Shing es /Shakes Shingles • Prescriptive BUR -RAS 150 ROOF TYPE • New Roof ' Re-Roofing • Recovering • Repair • Maintenance ROOF SYSTEM INFORMATION Low Slo e Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 3W0 Total • • • • • • Section B (Roof Plan) •• Sketch Roof Plan: Illustrate all scuppers and overflow drains - identify dimensions of elevated levels and sections, roof drains, scuppers,:overflow • • Include dimensions of sections and leveler clearly. . :••• pressure zones and location of parapets. • • •. • • �.. .... • - 4 I l ! �lm !••uu!! ' l ••u • ••• qH ! • • •••• • • • • • • • •. • • • llln:iP_ .� iA. f • uuu•• x• • •1 I• • • I •u uuid" • � p * � ili gs i ��p� ..��a��r•u. .11� Im ■ ■... i�l l�■1 l6,11-51612:19-1:11- • .. !; -; �i i ■•• • 0•l.11 l!l!l•i�.•l.�M ! etl!!!!l u uuu••u I m.. + J H!! ° g as ! •!! • - -- !N ■ — !! W• a .. .u • •• um 1 •• ..C•I au. •••. .. ;• , • u ! . . �••L _{ I dill .I •� !• 11111115111111111111111111111 •� •••••uu.:uuu i � 3 , }I� umun•• g B } ! , 111011111111•11 ...•• ..•..•!.!!.. II I i - I - 111111111111F'l IIII LIMO IN! , 111111111111111 1 Ern nazi n - !- •SIB _ l • 4- - - 1111 uu g [" •• m! m ++1 1 Mil - _ . .•. If} • •••• •• .•l ®• ■Mo •.•! •�..l..H.•� •p•••• ..•! ..! l.l!!N am i m. I r* i - 1 J ••�•1 PPP � r E _ _in R EV k ;. ._ ; • 'm�y� • r - 11 .! l ss M�. �• l ll1.Yl.♦lY.. p ml• ••ms s :••: •• •m „ lm -. + q ® •l••Ull mums m muu�m • l gl� • J• ••! •�•• M .!!• ••/ / ••!•lR�l _ • •ll�l� ! !�!■o!i _ h _ _ : - r ..; T i... ; i Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section D (Steep Sloped Roof System) Roof System Manufacturer: n A ^A ( a - Notice of Acceptance Number: 02l 1241 , V g Minimum Design Wind Pressures, ,, P1: `-5 If Applicable (From RAS 127 or Calculations): P2: "IS . ( P3: /f 5 . I Maximum Design Pressure (From the NOA Specific System): , Q G `8 . I Method of Tile Attachment: 1901, n ,0 > /00 19V0 44 (00 Steep Sloped Roof System Description Deck Type: VC 61/� • • "� • - -- . • • • • Underlayment Type: •• • • • � V qS 1 v Y ' • • • • • Roof Slope: Z I/ 'L: / Insulation: .... •.. • • .... • .. • •• • •••• Fire Barrier: h la •• •• •• • ..•• • • •••• •••• , Fastener Type & Spacing: 14. �i (.: • • ( g� , 1102.;••:•. . . Ridge Ventilation? a ` • - Adhesive Type: Kill 4- 14 ,,,, iol Cap Sheet Type: q0 0 q -,,. Roof Covering: ��V /�7�� n�. �,n..1. _ . �1J t'UL J' Mean Roof Height: 1 � 2. Drip Edge Type & Size: G k.lI 1, I Florida Building Code Edition 2004 High Velocity Hurricane Zone Uniform Permit Application Form Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compare the values for M with the values from Mf. If the Mf values are greater than or equal to the M values for each area of the roof, then the tile attachment method is acceptable. r Method 1: Moment Based Tile Calculations Per RAS 127 9 (P `lam x X • 2 - = (0)tM M 14,70 NOA Mfl J l (g- `' (P a"S• l x 7�. Z = M t0 • V = M ..0 • -Z`t NOA Mf 1 (P3:95•1 xX ►Z =o ,r a i l) - Mg: (O. = M r 3 1 (s.A• Z y NOA Mf 11 3 Method 2: Simplified Tile Calculatio er Table Below Required Moment of Resistance (M From Table Belo v ' NOA Mf 1 la . ci M Required Moment Resistance* Mean Roof Height -• Roof Slope -1 20' 25' 30' 40' 2 36.5 38.2 39.7 42.2 ( 3:1 32. 34.4 36.0 37.4 39.8 4:12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31.6 32.8 34.9 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 • • *Must be used in conjunction with a list of moment based tile systems endorsed by the Br+,werd Co • • • • Board of Rules and Appeals. • • • • For Uplift based tile systems use Method 3. Compare the values for F' with the,A4,1pes for , If• :••• the F' values are greater than or equal to the F values for each area of the roof,,tligg the till °••• • • .. attachment method is acceptable. •. • ..:., • • • • • •• •• •• • •••• , Method 3: Uplift Based Tile Calculations Per RAS 127 , • • • • (P x1: =x w: = ) -W: x cosO: =F • NOAF' ••••, •••• ' (P xl: =xw:= ) -W: xcos °: =F • NQAF' ..•• i..• (P x 1 : _ x w: = ) - W: x cos° : = F NO F' •• • - um - • Where to Obtain Information Description Symbol Where to Find Design Pressure P 1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 Mean Roof Height H Job Site Roof Slope B Job Site Aerodynamic Multiplier X NOA Restoring Moment due to Gravity M NOA Attachment Resistance Mf NOA Required Moment Resistance M Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F Calculated Average Tile Weight W NOA Tile Dimensions I = length w = width NOA All calculations must be submitted to the Building Official at the time of permit application. M IA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DMSION NOTICE OF ACCEPTANCE (NOA) Monier Lifetile, LLC 135 NW 20 Street Boca Raton, FL 33431 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by thc 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 wi'.1 incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile • • • . • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo and• • following statement: "Miami -Dade County Product Control Approved ", unless otherwise ntvtea4erein. • RENEWAL of this NOA shall be considered after a renewal application has been filed ark reels has bee% 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 rovisioti or charg i n the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an en¢ei%pnt of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to gdfiply 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 fdljp *ea 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 6. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Category: Sub - Category: Material: 1. SCOPE This renews a system using Monier Lifetile Atlantis Shake & Slate Concrete Roof Tile, as manufactured Monier Lifetile LLC and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Applicant Monier Lifetile Atlantis Shake and Slate Tile Trim Pieces 2.1 SUBMITTED EVIDENCE: 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. Roofing Flat Profile Roofing Tiles Concrete Test Dimensions Specifications 1= 15" w = 10' /g" 1 ''A" thick 1= varies w = varies varying thickness Test Identifier 7161 -03 Appendix III 94 -060A 94 -084 25- 7094 -2 25- 7094 -8 25- 7094 -5 Product Description PA 112 Flat, interlocking, high pressure extruded concrete shake and slate roof tile equipped with two nail holes. For direct deck, mortar or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile•profie. • • • • • • • Static Uplift Testing PA 102 & PA 102(A) Static Uplift Testing PA 101 (Mortar Set) (Adhesive Set) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction) Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) • Test Name/Report • • • •'. D4tb. •. •••• • •• • Dec. .199.1° •• • •• •• • • Zvfarch, 19 §4 • • : May 4M. • • • • •• • •••• Oct. t994 Oct. 1994 Oct. 1994 NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 2 of 6 Test Agency The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Test Identifier Test Name/Report 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix II Letter Dated Aug. 1, 1994 P0631 -01 PO402 Project No. 307025 Test #MDC -77 224 -47099 520109 -1 520111 -4 520191 -1 Calculations Calculations Calculations Calculations Calculations Calculations Calculations Calculations 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 Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistancc Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Static Uplift Testing , .. PA101 Aerodynamic Multiplier - Moment of Gravity 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 C 0 25 -7183 Aerodynamic Multipliers Two Patty Adhesive Set System NOA N Expiration Approval Date Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Sept. _1934- • Dec. 1998 -March 1999 - March:199c' ' Sept. 1 February 1996 • April 096 . December 1996 March 1995 April 1999 April 1999 o.: 02- 1211.08 Date: 12/16/07 Date: 01/09/03 Page 3 of 6 Table 1: Average Weight (W) and Dimensions (I x w ) Tile Profile Weight -W (Ibf) Length =I (ft) Width -w (ft) . • Monier Lifetile Atlantis Shake & Slate Tile 8.5 1.25 '..' 'D.865 . • Table 3: Restoring Moments due to Gravity - M (ft-lbf) •.•' Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Monier Lifetile Atlantis Shake & Slate Tile Direct Deck Direct Deck Direct Deck Direct Deck DirectDeck 6.0 5.9 5.8 5.6 5.5 • Table 2: Aerodynamic Multipliers - X (ft3) •••• . • • • • Tile X (ft • • • • •. • Profile Direct Deck Applicatiipp _ • • _ • Monier Lifetile Atlantis Shake & Slate Tile 0.24 ; • ; •••• 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 • ••.• • • • • • •• • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 4 of 6 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Nail -On Systems Tile Profile Fastener Type Direct Deck (min 15/32" plywood) Direct Deck (min. 19/32" plywood) Battens Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail (Field Clip) 24.3 24.3 24.2 1 -10d Smooth or Screw Shank Nail (Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails (Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails (Eave Clip) 31.9 31.9 32.2 2 -10d Ring Shank Nails' 50.3 65.5 48.3 Installation with a 4" tile headlap and fastemers are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mr (ft-Ibf) for Two Patty Adhesive Set Systems Tile Profile • , Tile Profile Tile Application Minimum•Attachment F�ggust »nce • • Monier Lifetile Atlantis Shake & Slate Tile Adhesive • • •11.3' • 2 See manufactures component approval for installation requirements. •••• • • • 3 Flexible Products Company TileBond Average weight per patty 13.9 grams. • •••• • • Polyfoam Product, Inc. Average weight per patty 8 grams. .. • • • • Table 5A: Attachment Resistance Expressed as a Moment - M1.(ftribQ - • for Single Patty Adhesive Set Systems • • • •••• Tile Profile Tile Application ■ Minimpm AVach RdSisthnce . •:' Monier Lifetile Atlantis Shake & Slate Tile PolyProT*' 118.9 PolyProT" 40.4 4 Large paddy placement of 45 grams of PoIyProT". 5 Medium paddy placement of 24 grams of PolyProT ". Table 5B: Attachment Resistance Expressed as a Moment - Mr (ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Monier Lifetile Atlantis Shake & Slate Tile Mortar Set 39.0 • • • • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 5 of 6 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. PROFILE DRAWINGS 1' WICTERLOCK � 16'1i' • • • • :-) • t •. • • • • • • • MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF TILE END OF THIS ACCEPTANCE • • • • • •••• •• • • • • • . • • • •• • •• • • •• •• • • • • • • • • • • •• • •• • • • • •• • • •••• • • • •••• • • • NOA No.: 02- 1211.08 Expiration Date: 12/16/07 Approval Date: 01/09/03 Page 6 of 6 • • • • • • • • • MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, the expiration date may be displayed in advertising literature. If any portion of the NO be done in its entirety. i INSPECTION: A copy of this entire NOA shall be provided to the user by the man and shall be available for inspection at the job site at the request of the Building Offici This NOA renews NOA No.01- 0521.02 and consists of pages 1 through 7 The submitted documentation was reviewed by JRrge L. Acebo. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The BCCO (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Polypro® AH160 • • RENEWAL of this NOA shall be considered after a renewal application has been filed and•therehas been no change in the applicable building code negatively affecting the performance of this product. • • • • • • • • TERMINA'T'ION of this NOA will occur after the expiration date or if there has been a reVISit change ill the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endprt&taLnt of a>iy. . product, for sales, advertising or any other purposes shall automatically terminate this NOA. )*enure to comply' with any section of this NOA shall be cause for termination and removal of NOA. • • • .. • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 1 of 7 • 11QW by i'r all rs ROOFING ASSEMBLY APPROVAL: Category: Sub Category: Materials: SCOPE: This approves Polypro® AH160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Specifications Polypro® AH 160 N/A TAS 101 Foampro® RTF 1000 ProPack® 30 & 100 Roofing Roof tile adhesive Polyurethane N/A N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA whioh list moment resistance values with the use of Polypro AH 160 roof tile adhesive. • • • • •• • 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 1.6 lbs. /ft.' 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs. /Ft 3.1 Perm / Inch Results '..•.' •• • • • • • • • •• • •• • • • • • • • • • •••• • • • • •••• • • • •• • +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Change @158 ° F., 100% Humidity, 2 weeks 86% 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. NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 2 of 7 • •• • • • • • • •••• • • • •• • EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name /Report Date Center for Applied Engineering 1/94 -060 TAS 101 04/08/94 257818 -1PA TAS 101 12/16/96 25- 7438 -3 SSTD 11 -93 10/25/95 25- 7438 -4 25- 7438 -7 SSTD 11 -93 11/02/95 25 -7492 SSTD 11 -93 12/12/95 Miles Laboratories NB -589 -631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories, Inc. 9637 -92 ASTM E 108 04/30/93 Southwest Research Institute 01 -6743 -011 ASTM E 108 11/16/94 01- 6739- 062b[1] ASTM E 84 01/16/95 Trinity Engineering 7050.02.96 -1 TAS 114 03/14/96 Celotex Corp. Testing Services 528454 -2 -1 TAS 101 10/23/98 528454 -9 -1 528454 -10 -1 520109 -1 TAS 101 12/28/98 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 TAS 101 , 03/02/99, • 520109 -2 -1 • • • LIMITATIONS: .... •. . • • • • • 1. Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assemn for firr • rating. • • • • • .. • •• .. • 2. Polypro® AH 160 shall solely be used with flat, low, & high tile profiles. 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. ! W 2 F= MS .• • • • • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page3of7 • • ••. • • • •••• 3. Minimum underlayment shall be in compliance with the Roofing Application Standar 1 S 120.• • • • • . • • • 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. Table 1: Adhesive Placement For Each Generic Tile Profile•..•; . Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Pa et S ht �'E' .g per paddyMin. ., (gragi' Flat, Low, High Profiles #1 35 Mr •: .' High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan 1VYA • • • i Flat, Low, High Profiles #2 24 41/A • •, Flat, Low, High Profiles #3 '8•' : , INSTALLATION: 1. Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® A1-1160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 3. Polypro® AH160 roof tile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foampro® 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. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro® AH160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 9. Polypro® AH160 placement and minimum patty weight shall be in accordance with the Placement Details' herein. Each generic tile profile requires the specific placement noted herein. LABELING: All Polypro® 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. •. •• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 4 of 7 • • • • • • • • • • • • • •• • • • ••• • • •• • • •• •• • Nail through ptastic cement Underlaymen! 1 Ern Course 10 in. Eave course only. hom weepholes kaho approx. 41n. up ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Paddy (Beneath Tile) Fascia Eave Closure Remov top portion of the eave course cover tile. Abut to second course of pan tiles. Ensure eave end of pan and cover tiles are flush at eave Inc. Eave closure (mortar shown) bye Course Eave course only Keep adhesive approx. 4 in. up from weepholes Weephole Fascia Paddy (Beneath Tile) 1) Place enough adhesive to achieve 17 to 23 �ho� 2a4'e ff square inches in contact de with the pan st eeP P"`" 4, appDcatlons 2) rum covers upside down. Place adhesive 112 In` To 1 in. From outside edge of cover tile. d j Than metal the tile. Underlayment ` /� / 1 0 - ''a-5#' / 11/4 s.... ./ ■ ,,;iii / `. • • * °';' •• •• • • • • • •• • Fascia Weephoh Eave closure MP edge Nail through pbstic cement • • • Sheathing • • • Optional • • Point - pita • • • 00 edges o al • f de • • • • • • •••• • •••• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 5 of 7 • • • • • • • • • •• • • •••• • • • • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Underlayment 1 Nail through plastic cement in. 14 4 i f %' - 4 Tin. Eave Course Paddy (Beneath He) Fascia Weephole Eave closure Drip edge • • • • • •• • • • • •• • • •••• • • • • • • • • •• • • • • • • • •• • • •• • • • • • • •• •• •• • • • • • • • • • •••• • • • • •••• • • • • • •• • •••• • • • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 6 of 7 Nail through plastic cement 3 in. x3in. Single paddy on under- layment Single paddy on top of tile Single paddy under tile Paddy (between tile) Paddy (under tile) Eave course 2 in. X 7 in. medium size paddy eave Fascia course only Nail through plastic cement Jr� in. x3in. Single / paddy on underlayment Single paddy on top of tile ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Eave Course Nail through plastic cement Underlayment /r Sin. x 31n. Single 4 in. paddy on under- layment Single paddy under tile Single paddy between tile 2 in. x 7 in. medium size paddy eave course only Single paddy on top of tile Eave Course Fascia Weephole Eave closure Drip edge Single paddy between tile 1 2ixfln.methum size paddy eave course only Fascia Eave Closure END OF THIS ACCEPTANCE • • • • • • • • •• • • • • • • • • • ••.• •• • • • • • • • • •••. • •• • • •• • • • • • • .• • .• .• • • .. • • • . •••• • • • • •••• • • • • • • •• • •••• • • • • • •• • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 7 of 7 RE -ROOF COLR THRU JAN 11 El Passed Ufa 6- Inspector Comments Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid . until Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Date: 01/10/2007 Inspector: Grande, Claudio Owner: RUDNICK, SPENCER Job Address: 60 102 Street NE Miami Shores Village, FL Project: <NONE> Contractor: EARL JOHNSTON ROOFING, INC. Building Department Comments Tuesday, January 9, 2007 Block: Permit Type: Roof Inspection Type: Tile In Progress Work Classification: Roof - New Phone Number Parcel Number 1132060131461 Lot: Phone: 954 - 989 -7794 Page 1 of 1 Lot MIAMI I;HORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida. all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Date February 8 19 90 Owner's Name and Address Spencer Rudnick No b 0 N. E. 1.2 Street Registered Architect and/or Engineer Name and address of licensed contractor Obenour R o o tf i n g 7357 N. W. Miami Ct Location and legal description of lot to be built on: Block Subdivision Street and Number where work is to be done 60 N.E. 10 2nd Street State work to be done and purpose of building (by floors). state exterior colors (submit samples) Reroof entire residence and install:new tile roofing. 30 sqs. New Building Remodeling r e r o 0 f 1 hadition Repairs No of Stories To be constructed of 1-43, 1-90 Kind of foundation wood Roof Covering tile whit e Estimated Total cost of improvements S 9 000 Amount of Permit S 30.00 Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to 7357 N.W. Miami Ct. Miami, FL 33150 The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's Compensation Act. being Section 5966, Compiled General Laws of Florida, Permanent Supplement. and has complied wi the provisions thereof. and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit d will post o cau-: to be posted for ' nspection on the site of the work such public notice or notices as are required by the Act. The undersigned agree..;- • ,, .lo • y such subc tracto , o. o performed under this permit. as are licensed by Miami Shores Village. Remarks (Signed) and who, being by me first duly sworn, upon oath deposes and says that he is the contractor of the above described construction. that he has carefully read the foregoing application. and that he •'•- ign the same. and that all facts tnerein by him stated are true. Permit No. Date CO Read, Sw . n to nd Subscribed befor Disapproved .� \ ,(\ n Date — Notary Public, 'fate of . rn ida (Signed) Public State of Idride Building Inspector My Commission Expires N fltaty PLANNING BOARD DAT It Commissi fe t$ and for no other purpose. STATE OF FLORIDA COUNTY OF DADE. ss. Before me. the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally appeared James D. Obenour to me well known. Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of 525.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. C.�c_L =IL Oa9 ■e- Date '3 _ (o , ,19 Owner's Name and Address Dean C1aussen No .1005.. R..__ Estreet__98th..St.. Registered Architect and /or Engineer Name and address of licensed contractor Brady .__.Raafing._&__Sheet.._Metal - 2955 .. N...._W..._ 73rd... St.. Location and legal description of lot to be built on: Lot Block Subdivision Straet and Number where work is to be done 60 N. E. 102nd St, Roof: 30 - 90 — Tile State work to he done and purpose of building (by floors) and for no other purpose. Ncw Building Remodeling Addition Repairs No. of Stories To be- constructed of Kind of foundation Roof Covering__. 30-90 —tile Estimated Total cost of improvements $.945.QQ Amount of Permit $..7._00 Zone cubage required .Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Sup , ±went, and has complied with the provisions thereof, and will require similar compliance from all contracto • or sub - contractors employe. , y him in the work to be performed under this permit; and will post or cause to be posted for inspection on he si : of the work such uI 1 notice or notices as are required by the Act. The undersigned agrees to employ only such sub .ntracto`, •n w5 to be perform =: / der this permit, as are licensed by Miami Shores Village. Remarks (Signed' STATE OF FLORIDA, 1 COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No /3 7 a Date 7- C. ( Read, Sworn to and Subscribed before me. Disapproved (Signed) i Notary Public, State of Florida Building IZspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ...... Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.