Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
RF-10-854
Inspection Number: INSP - 143385 Permit Number: RF -5 -10 -854 Scheduled Inspection Date: June 30, 2010 Inspector: Bruhn, Norman Owner: WALKER, J NEAL Job Address: 1273 NE 95 Street Project: <NONE> June 29, 2010 Miami Shores, FL Contractor: KAWALEK ROOFING & PAINTING, INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Tile roof repair Passed ,,i_.,i5 Y Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Roof Inspection Type: Final Roof Work Classification: Repair Roof Phone Number (305)758 -2026 Parcel Number 1132060144010 Phone: 786- 277 -9540 Page 6 of 19 Protect Address Owner information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fees Due CCF Education Surcharge Notary Fee Permit Fee - Repairs Scanning Fee Technology Fee Total: Amount $0.80 $0.20 $5.00 $100.00 $8.00 $0.80 $112.60 Address Parcel Number 1273 NE 95 Street Miami Shores, FL 1132060144010 Block: Lot: J NEAL WALKER 1273 NE 95 ST MIAMI SHORES FL 33138 -2549 Contractor(s) Phone Cell Phone KAWALEK ROOFING & PAINTING, INC 786- 277 -9540 (305)754-0191 Type of Work: Repair Additional Info: TILE ROOF REPAIR Classification: Residential 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. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 24, 2010 Repair R APPROVED 010 Expiration: 11/1412010 Phone Pay Date Pay Type Invoice # RF -5-10 -37895 05/24/2010 Credit Card 05/14/2010 Credit Card Amt Paid Amt Due $ 62.60 $ 50.00 $ 50.00 $ 0.00 Applicant Valuation: Total Sq Feet: $ 900.00 15 , j Available Inspections: Inspection Type: Roof Repair Final Roof Roof Review May 24, 2010 Date Cell BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electric 1 , Owner's Name (Fee Simple Titleholder) -J ® h (� { er Phone # 305 7 p -caab Owner's Address 10,93 1 3 City M o 3 h o re5 State I L Zip 3 3/ 3 Cs Tenant/Lessee Name Job Address (where the work is being done) City Miami Shores Village County FOLIO / PARCEL # Is Building Historically Designated YES Contractor's Company Name f &t.io. R® i o Contractor's Address r 0. SOX 531 05 / City M 1 AJY State ��— Qualifier Name ?AAA }<AA / 0J 1✓ State Certificate or Registration No. Value of Work For this Permit $ Notary $ .5 11121- Scanning $ G Bond $ 0 Structural Review. $ 0 qvo. °° aining/Education Fee $ ' �.� Radon $ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Code Enforcement $ Miami Shores Village Building Department i� "13 f g 5 4h S+ - NO )L Permit No. g r , O -% Master Permit No. Plumbing Mechanical Phone # Miami -Dade Zip Phone## o5•r15W "10 I qt • e • Zip 33153 Phone # Certificate of Competency No. a--0 61160000r Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: // 0 a.sokare Type of Work: DAddition DAlteration ['New IV ❑ Demolition Describe Work: 1 e root re.p4 r tower we'd i ®-f- h w ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $50 • E) Permit Fee $ /0 0426 CCF $ ,6o CO /CC Technology Fee $ . �d DPBR $ () Zoning $ O Double Fee $ Total Fee Now Due $ ‘6,2 6d See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City Mortgage Lender's Name (if applicable) Mortgage Lender's Address, City State 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 4 zot---e- l/ Signature 4CaVatit Owner or Agent Contractor The foregoing instrument was acknowledged before me this a( The foregoing instrument was acknowledged before me this d a y of 20 0 , by J n e x t Utl I 1. r , 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: Sign: (Revised 02!08/06) Print: • l ee n 5 MA sv4 -."S My Commission Expires: 1 - - a a/ 3 ot"`` :: ° eo n , EILEEN SAMMONS * MY COMMISSION 8 DD 847629 EXPIRES: February 16, 2013 Tlw Budget Notary Services APPLICATION APPROVED BY: 4 0•!i ;,6 rig? NOTARY PUBLIC: 7 Sign: Print: My Commission Expires: Plans Examiner Engineer Zoning In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished materials (include those donated), labor (including volunteer and self - performed), construction supervision and management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is attached for your reference. (A Copy of the Contract must be attached) PROPERTY OWNER: .V• rye° * / PERMIT # RE-5-10-2 Z._73 `?'S" S7 ADDRESS: CUMULATIVE SUBSTANTIAL IMPROVEMENT VERIFICATION WORK SHEET FOLIO NUMBER: FLOOD ZONE: BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL: COST OF PAST IMPROVEMENTS (12 MONTHS): H COST OF PROPOSED IMPROVEMENTS: 9D (ATTACH COPY OF CONTRACT) TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed): 3Z y / P P osed ) VALUE OF PRINCIPAL STRUCTURE (attach appraisal): Created on June 2009 l OWNERS SIGNATURE:- PLANREVIEWER: PLAN REVIEWER SIGNATURE: DATE: MAY 1 4 2O10 DATE: s Y-/ Primary Zone: 1400 SINGLE FAMILY 'RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/4 Floors: 2 Living Units: 1 Adj Sq Footage: 3,331 Lot Size: 16,375 SQ FT Year Built: 1940 $50,000/ $180,209 MIAMI SHORES SEC 3 Legal PB 10 -37 LOTS 31 & 32 Description: & W1/2 LOT 33 BLK 84 $25,000/ $205,209 LOT SIZE IRREGULAR Year: 2009 2008 1273 NE 95 ST Applied Applied Taxing Authority: Exemption/ Taxable Exemption/ Taxable 1273 NE 95 ST MIAMI Value: Value: Regional: $50,000/ $180,209 $50,000/ $179,980 County: $50,000/ $180,209 $50,000/ $179,980 City: $50,000/ $180,209 $50,000/ $179,980 School Board: $25,000/ $205,209 $25,000/ $204,980 Folio No.: 11- 3206 - 014 -4010 Property: 1273 NE 95 ST Mailing J NEAL WALKER &W LUCY Address: $273,593 $331,072 1273 NE 95 ST MIAMI $561,373 SHORES FL Assessed Value: 33138 -2549 Year: 2009 2008 Land Value: $287,780 $375,560 Building Value: $273,593 $331,072 Market Value: $561,373 $706,632 Assessed Value: $230,209 $229,980 Miami -Dade My Home My Home miami.ade, • Show Me: Property Information Search By: Select Item • 1 0 Text only Property Appraiser Tax Estimator I Property Appraiser Tax C omparison ij Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Additional Information: C lick here to see more information for this roperty: Community Development District ACTIVE TOOL: Z00M1IN: Digital Orthophotography - 2007 Web Site © 2002 Miami -Dade County. All rights reserved. My Home 1 Property Information 1 Property Taxes 1 My Neighborhood I Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer 0 114 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Page 1 of 2 MIAMI•DADE Legend Property N Boundary Selected Property ,./ Highway Miami-Dade County ® Water Street W+E http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/14/2010 2009 2008 $25 000 .25 000 nd Homestead: MUM MEE Miami -Dade My Home My Home miami.ade, • Show Me: Property Information Search By: Select Item • 1 0 Text only Property Appraiser Tax Estimator I Property Appraiser Tax C omparison ij Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Additional Information: C lick here to see more information for this roperty: Community Development District ACTIVE TOOL: Z00M1IN: Digital Orthophotography - 2007 Web Site © 2002 Miami -Dade County. All rights reserved. My Home 1 Property Information 1 Property Taxes 1 My Neighborhood I Property Appraiser Home 1 Using Our Site 1 Phone Directory 1 Privacy 1 Disclaimer 0 114 ft If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Page 1 of 2 MIAMI•DADE Legend Property N Boundary Selected Property ,./ Highway Miami-Dade County ® Water Street W+E http: / /gisims2. miamidade .gov /myhome /propmap.asp 5/14/2010 PROPOSAL SU AITTED TO DATE rI ) I 0 I PHONE 3b G ( "' 1g - 0ai v NAME Joh VA-I u er JOB NAME , I ro 4 r J STREET STREET 1ag3 NtE 615 CffY y� A b CL b � ' �/1, J!� h S�- - i E r L� 1.733 )3c4 CITY uL. 1. _..L.. ...., -_n ...- _,n__u-- ---' - - " - -.- . I STATE ZIP P.O. Box 531051 Miami, FL33153 Ph: (305) 754.0191 Fax (305) 769 79091 Cep: (188) 277 -9540 PREP. WORK Q Remove existing roof to a clean workable surface and dispose of debris. ❑ Replace rotten sheathing at $ per lineal foot includes carpentry. Q Install new lead flashing to all plumbing vent stacks. Q install new 26 gauge 16° galvanized metal to all valleys and tie -ins. ❑ Exposed 0 Not Exposed ❑ Type of roof to be removed ( ). SHINGLES ❑ Install # base sheet Q Install Q install P. Kawalek Roofing & Painting, Inc. Proposal / Contract in. eave drip metal. OTHER D Nucleic + pixy-Pot-permits fiberglass fungus resistant shingles. $) 00412 OO 1 r cagf Q Mfg. Color Q Repel ‘Ale VA 1 1 re.pau r+1 1 e r o yr l et& c ) o w er w es�F -s i d e o f ro over -hang above t,..ih c1,aw�wkiCJA w e g I I replace oxy ra+±en wood. e _ P.r .ail 1 as w t r , G , ® rot We hereby propose to_fyr nIsh la and m rlals c plete In accordance with the above specifications for t,htom of . ttr e `' wit re t dollars ($ 4 vo ) payment to be made as follows: ?pn p(kUtrig Df"�2r'rr1l`1� An 4 � /A � t -pox Comp I oh METHOD OF PAYMENT Warranty does not apply to hurricane, severe weather or natural disaster damage • ACCEPTANCE OF PROPOSAL / CONTRACT License #CC 06- BS00007 LICENSED AND INSURED FIBERGLASS / MODIFIED ❑ Install # base sheet as per code. Q Install ' Q Install in. eave drip metal. Q Install mineral surface cap sheet. TILE ❑ Install # base sheet. Q Install in. eave drip metal. ❑ Install #90 tile underlayment with hot asphalt. Q install the set in plys of ply IV fiberglass felt. NOTE TO BUYER, GENERAL CONTRACTOR OR OWNER P. Kawalek Ruing & Painting, Inc. hereby proposes to furnish the above labor and material In accordance with the above specifications. is ations. A deposit of S Is required upon acceptance and the balance as work progresses in direct ratio to work completed. Payment In full to be made upon completion of the job. WARRANTY TO ORIGINAL OWNER: P. Kawalek Roofing & Painting, Inc. warrants workmanship for a period of years, but reserves the right to supervise or Inspect all work subsequently performed by other parties to the roof, for a reasonable fee. Witmut this supervision or Inspection, all warranties are null and void. Warranty Is transferrable to new owner upon mitten application (subject to approval) and payment of 10% of contract price. All materials furnished will be as specified and work is to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications win become an extra charge over and above the estimate of labor and usual costs of our agreement P. Kawalek Roofing & Painting, Inc. will exercise reasonable care when performing the work, but cannot be held responsible in any manner for damage to sidewalics, foliage, shrubbery, screening, septic tanks, gutters, pipes or cables, above or betow ground We will not be held responsible for water damage to the exterior or interior of the premises. CUSTOMER 15 URGED TO COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY. We cannot assume responsibility for any damages done to the roof by other tradesmen or parties. P. Kawalek Rooting & Painting, Inc. cannot be held responsible for damage done to any lumber by termites, carpenter ants. or any otl wood boring Insects. Such wood will be replaced at an additional charge. n n l THIS CONTRACT IS SUBJECT TO OFFICE APPROVAL. Authorized Signature ")� The above prices, specifications and conditions are satisfactory and are hereby accepted. P. Kawalek Rooting & Painting, ins is authorized to do the work as specified Payment will be made as outlined above. This proposal has the power of a contract when signed and accepted. 1 have read and agree to the terms and conditions as stated on the front and back of this contract ACCEPTED Signature Xhtte-e-- Print .� (/ 4 p Met / r-e dr Date `' — w 0 T 0 Z 15.32 C 0. w 0 C7 0 ROOF ASSEMBUES AND ROOFTOP STRUCTURES F- 0 z U t z U .D U .? O -) 0 U < w O 41e0 oof c Low Slope Asphaltic Shingles Low Slope Roof Area (SF) Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) It Per it No. Process No. a� � t � a n `f c4r' Name _gawp -le 00 I r • d la X13 WE q5 h s+ Section B Roof , : f) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. AI ROOF CAT_EaDBY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE l / •• ❑ Reroofing ❑ Recovering H Repair ❑ Maintenance ROOF SYSTEM INFORMATION Roof Area vas - CA �tt t ( SF) ��$ A- Steep Sloped R (ST) e ❑ Mortar/Adhesive Set Tile ❑ Wood Shingles /Shakes MAY 1 4 2010 • • • ... .- • ••.. FLORIDA BUILDING CODE -- BUILDING ZONING DEPT 1 g inn . • ■ ■� 311 11101 FM1311111 IIINVINIFIN ■ ■_■ ..■ ..I ' !!!EM ■ SEIM .... . 10111 _ ■■■�i imam a■ ■�■ r ■ ■■■ 1111111111111 r■ ■■■■ l■■ ■ �■ EIMIIININIIII w 0 T 0 Z 15.32 C 0. w 0 C7 0 ROOF ASSEMBUES AND ROOFTOP STRUCTURES F- 0 z U t z U .D U .? O -) 0 U < w O 41e0 oof c Low Slope Asphaltic Shingles Low Slope Roof Area (SF) Florida Building Code Edition 2004 High - Velocity Hurricane Zone Uniform Permit Application Form. Section A (General Information) It Per it No. Process No. a� � t � a n `f c4r' Name _gawp -le 00 I r • d la X13 WE q5 h s+ Section B Roof , : f) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. AI ROOF CAT_EaDBY ❑ Mechanically Fastened Tile ❑ Metal Panel/Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE l / •• ❑ Reroofing ❑ Recovering H Repair ❑ Maintenance ROOF SYSTEM INFORMATION Roof Area vas - CA �tt t ( SF) ��$ A- Steep Sloped R (ST) e ❑ Mortar/Adhesive Set Tile ❑ Wood Shingles /Shakes MAY 1 4 2010 • • • ... .- • ••.. FLORIDA BUILDING CODE -- BUILDING ZONING DEPT MAMMA :1E COUNTY 1) divot Execde= Ua pl'iti ... . 5. Ponding Water. The current roof system and/or deck of the building may not c�ratr yvell anti:11 y cause water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication•et.t uctural €stiess and.. . may require the review of a professional structural engineer. Ponding may shorten the•ItfQ•expectanc' and pgr- • formance of the new roofing system. Ponding conditions may not be evident until the5'riDiraal roofireglystemIs • removed. Ponding conditions should be corrected. :••' • • •• •.• •.••• f /f . Overflow scuppers (wall outlets): It is required that rainwater flow off so thatitge•roof is not overloaded •• from a build up of water. Perimeter /edge walls or other roof extensions may block this dtschargg.ii3verfloW•••• scuppers (wall outlets) are not provided. It may be necessary to install overflow scupp4rs ce with tt ... Florida uilding Code, Plumbing. • • /v 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior of the structural assembly (the building itself). The existing amount of attic ventilation should not be reduced. It may Y( g fl g Y be beneficial to consider additional venting which can result in extending the service life of the roof. 0\ SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNER'S NOTIFICATION FOR ROOFING CONSIDERATION 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) are for the purpose of providing that the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. / Renailing Wood Decks: When replacing roofing, he existing wood roof deck may have to be renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building Code. I/ /4o de. (The roof deck is usually concealed prior to removing the existing roof system). Common Roofs: Common roofs are those which have no visible delineation between neighboring units (i.e. 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. 9 /f /42 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 Florida Building Code provides the option of maintaining this appearance. /a4 1O Owner's /Agent's Signature Date P• 3 b 95 Property Address Permit Number 123_01-154 1/07 Contractor's Signature M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION 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 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 the to Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Atlantis Shake & Slate Concrete Roof Tile LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Bade County Product Control Approved", � otherwise � herein. been no RENEWAL of this NOA shall be considered after a renewal app • • • • change in the applicable building code negatively affecting the performance of this prod ft. • • • • • • • TERMINATION of this NOA will occur after the expiration date or if there has been a rewisi$n or chbngg in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endo; seement o a y : product, for sales, advertising or any other purposes shall automatically terminate this NE7t1ilure to comply • w i t h a n y s e c t i o n of this NOA shall b e c a u s e f o r t e r m i n a t i o n a n d r e m o v a l o f NOA. • • • .. • and follwed by • • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County»tglj ..o.. the expiration date may be displayed in advertising literature. If any portion of the NOA �g displayed• l� ' it shall be done in its entirety. • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer:8r its d4b0pm and shall be available for inspection at the job site at the request of the Building Official . • • • • • • • • This revises NOA #07- 1023.12 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. 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 NOA No.: 09 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 1 of 7 • • • • • • 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 in Pompano Beach, FL and described in Section 2 of this Notice of Acceptance. For locations where the pressure requirements, as determined by applicable Building Code d oes 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 =16" w= 10" 1 ' " 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 TAS 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. TAS 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Test Name/Report Date •••• Static Uplift Testing: • • • Dec •199 PA 102 & PA 102(A) " • . • r: Static Uplift Testing . March:1994 PA 101 (Mortar Set) • • May 19 §4 (Adhesive Set) • • Static Uplift Testing Oct 1924. PA 102 (4" Headlap, Nails, Direct Deck New Construction) • • Static Uplift Testing; . • . Oct' 1994 PA 102 lie • •••• • • (4" Headlap, Nails, Battens) Static Uplift Testing Oct. 1994 PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) .•.• • • • •• NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 2 of 7 Test Agenev 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. Nutting Engineerins Nutting Engineerins Test Identifier 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 TAS -112 TAS -112 Test Name/Report Date Static Uplift Testing Feb. 1995 PA 102 (2 Quit- Drive Screws, Direct Deck) Static Uplift Testing Feb. 1995 PA 102 (2 Quilt-Drive Screws, Battens) Static Uplift Testing March, 1995 PA 102 (1 Quik -Drive Screw, Direct Deck) Static Uplift Testing March, 1995 PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing Dec. 1991 PA 108 (Nail -On) Wind Tunnel Testing Aug. 1994 PA 108 (Nail -On) Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Withdrawal Resistance Testing Sept 1993 of screw vs. smooth shank nails Wind Driven Rain Oct 1994 PA 100 Physical Properties Sept. 1994 PA 112 Static Uplift Testing Dec. 1998 PA 101 March 1999 Aerodynamic Multiplier . Octobhz 2001 •• • • .•. Moment of Gravity , August2007: 25 -7094 February 1996 25 -7496 •••• • • • • • Ap ril• i sm • • • • . • •• •• •. 25 -7584 25- 7804b -8 25- 7804 -4 & 5 . • 25- 7848 -6 • •. • •• December 1986 • •• • •. 25 -7183 March 1 • Aerodynamic Multipliers April 1999 Two Patty Adhesive Set System April 1999 13343.1 June 2007 13343.1 March 2009 NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 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. 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. 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 Monier Lifetile Atlantis Shake & Slate Tile Weight - W (Ibf) 8.5 Length - I (ft) 1 Width - w (ft) 1.33 0.833 Table 2: Aerodynamic Multipliers - 11ft �. (ft Batten Application e & Slate Tile NIA Tile Profile Monier Lifetile Atlantis Shak • • •••• Rq�t ••. Direct Dtgre.AriplIcatfon • • • ••.. • •••• • •••• Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 2 " :12" Battens Direct • .Deck 6.17 4 ":12" Battens Direct Deck N/A Table 3: Restoring Moments due to Gravity • • • • cavity - M, (ft-lbf) . 5 ":12" 3 ":12" Battens Direct Deck N/A 6.11 N/A 6.01 Battens Direct Deck N/A 5.89 • • • • • • Battens Dirgot Bieck • N/A 5.75 • T':12" or OM kr Battens Direct •••k • WA*" '5.59 NOA No.: 09-0422.11 Expiration Date: 12/16/12 Approval Date: 05f27109 Page 4 of 7 • •� • • • • • • • • • • Table 4: Attachment Resistance Expressed as for Nail -On Systems Fastener Type a Moment - M (ft-Ibf) Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 2 -10d Ring Shank Nails 1 -10d Smooth or Screw Shank Nail 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1 -10d Smooth or Screw Shank Nail (Field Clip) 1 -10d Smooth or Screw Shank Nail (Eave Clip) 2 -10d Smooth or Screw Shank Nails (Field Clip) 2-10d Smooth or Screw Shank Nails (Eave Clip) Direct Deck (min 15/32" plywood) 30.9 7.3 14.0 30.8 51.7 24.3 19.0 35.5 31.9 Direct Deck (min. 19/32" plywood) 38.1 9.8 18.8 30.8 51.7 24.3 19.0 35.5 31.9 Battens N/A N/A N/A N/A N/A N/A N/A N/A N/A Table 5: Attachment Resistance Expressed as a Moment M (ft -Ibf) for Two Patty Adhesive Set Systems Tile Application Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 1 See manufactures component Adhesive' t�onent approval for installation requirements. 2 Flexible Products Company TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc. Average weight per patty 8 grams. Minimum Attachment Resistance 31.3` • • • • • . • • Monier Lifetile Atlantis Shake & Slate Tile 3 Large paddy placement of 45 grams of PolyPro TM. 4 Medium paddy placement of 24 grams of PolyPmTM. Tile Application PolyPron PolyProW Minimuth A$tachmerrt: • R44pstflnce .... • • • Table SB: Attachment Resistance Expressed as a Moment for Mortar or Adhesive Set Systems - Mt(ft-Ibt ) .... Tile Profile Monier Lifetile Atlantis Shake & Slate Tile 5 See specific mortar manufacturers Notice of Acceptance • Tile Application Attachment Resistance Mortar Set 39.0 • ..• Table 5A: Attachment Resistance Expressed as a Moment _ _ •�' for Single Patty Adhesive Sot S ys t ems Tile Profile • . . • • • • ••• NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 5 of 7 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 ". MONIER LIFETILE LLC, ATLANTIS SHAKE AND SLATE (POMPANO BEACH, FL PLANT) LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. .... • • .. .. • • • .. • . ... • • • • • .... • • .... .. • • • • • • • • • • • • • • .. • • • • • NOA No.: 09- 0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 6 of 7 • • • • • • • • • • • • • .... • . • . PROFILE DRAWINGS ` 16 1 18° `• OVEM E . . MI 't \'..,`'^.. ,. ....—.t. 1• • tiRIBILOIR 1 p y V o , ....., .. -, ..N. , - .. > `en ^ • '•. tit. 1112 END OF THIS ACCEPTANCE •• • • • • •••• • • • • •• • • ••• • MONIER LIFETILE ATLANTIS SHAKE & SLATE CONCRETE ROOF• ' • • • • • • • • • • • •••• • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • NOA No.: 09-0422.11 Expiration Date: 12/16/12 Approval Date: 05/27/09 Page 7 of 7 • • •••• • • • MIAMIDA� BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (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® A11160 RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNIINATION of this NOA will occur after the expiration date or if there has been a revision or ol ale in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endue, ement of atiy • product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure •tb dd4iply '. •• • 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 Countt.Flgi4da, a$d ¶btlbwed lay • • the expiration date may be displayed in advertising literature. If any portion of the NOA isdsplayed,:tlaen 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 dis &6utors and shall be available for inspection at the job site at the request of the Building Official: • • • •••• 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 • .... .... • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 1 of 7 • • • • • • • 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 Polypro® AH 160 N/A Foampro® RTF1000 ProPack® 30 & 100 PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Roofing Roof tile adhesive Polyurethane N/A N/A Test Specifications TAS 101 Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 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 which list moment resistance values with the use of Polypro AH160 roof tile adhesive. Results 1.6 lbs. /ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise" • • .... • • • . . • • • 28 PSI Parallel to rise •••• • •••• • • • .... •••• 3.1 Perm / Inch • +0.07% Volume Change g - 48° V., 2 nits; +6.0% Volume Change @t587‘.. l00% 0.08 Lbs./Ft 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 #94 -060 TAS 101 04/08/94 257818 -IPA 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 e Assembly f( Virg rating. • 2. Polypro® AH160 shall solely be used with flat, low, & high tile profiles. •••• • • • • •• •• •• • • •••• • • • • • • • •••• 3. Minimum underlayment shall be in compliance with the Roofing Application S1t5n111rd RAr110. • • • 4. Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 rpof tie adhee lviith • • their tile assemblies shall test in accordance with TAS 101. • • • • •• • •••• • • '•••.• 5. Roof Tile manufactures acquiring acceptance for the use of HANDI -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. /∎ W F'= 2 ' MS NOA No.: 06-0201.02 Expiration Date: 05/10/11 Approval Date: 04/13/06 Page 3 of 7 • • • Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight pet paddy Mid,.,, • (gtan►s) • : • Flat, Low, High Profiles #1 35 • • •N/� • • • High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan ••; A - • • • •••• • • Flat, Low, High Profiles #2 24 • • :N'/p : • • Flat, Low, High Profiles #3 • • • D . � - 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 withthe Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in 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® AHI 60 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 • • • • • • • 1) Place enough adl hetoachieve17ton 41=3124'8 fw square hews In contact with the pan tWe stEeP EIPPlicatimis 2) Tam coves upside don.Placeadheshe1/2In` ✓ To ninsta edge afcover tile. Thenhre�Athe file. • •••• • •••• ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY • • • •• • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 5 of 7 • • • ,•• • 11••• • • ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Paddy (Be►mh Ile) •••• • • • • Weephole Ewe doom DrIP edge •••• • • • • •••• • • • • •• • • ••• • • • • • •• • •••• • • • •• •'f • ••• NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 6 of 7 s • • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • •••• ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Single paddy under hie Single paddy between tile 21n. x 71 M. medium clue paddy eave cause only Nail through plastic cement Single paddy on top of tile Single paddy under tile Single paddy between tile END OF THIS ACCEPTANCE •••• • • • •••• • • •• • • ••• • • • • •• • ••••• • •••• • • • •••••• •••• • •••• • • • •• •• •••• • • • • • •• • • •• • • • • •••• • • NOA No.: 06- 0201.02 Expiration Date: 05/10/11 Approval Date: 04 /13/06 Page 7 of 7 • • • • • • • • • • • • ••••• • • ••••• • •