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RF-15-1342 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239757 Permit Number: RF-6-15-1342 Scheduled Inspection Date: July 27, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: VOGTNER, KRISTINA Work Classification: Repair Roof Job Address:53 NE 98 Street Miami Shores, FL Phone Number (954)981-7663 Parcel Number 1132060131140 Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Phone: 305/981-7663 Building Department Comments REPAIR TILE ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed j CREATED AS REINSPECTION FOR INSP-239638. CREATED AS REINSPECTION FOR INSP-236002. Missing uplift test Not ready Failed Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 27,2015 For Inspections please call: (305)762-4949 Page 21 of 30 Phone 954-784-2941 ederal800-848-1919 48 TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.com Dated: Friday, June 26, 2015 Order Number 15-PBR-186 Paul Bange Roofing, Inc, 7000 S.W. 21st Place Davie, FL 33317 RE: TAS-106 Tile Uplift Test Proposed Roof: Vogtner Residence Permit No.: RF6151342 53 N.E. 98th Street Miami Shores, FL 33138 In accordance with your authorization, Federal Engineering & Testing, Inc. has performed Tile Uplift Testing in compliance with Testing Application Standards TAS-106 and the Florida Building Code High Velocity Hurricane Zone on June 25, 2015 at the above referenced project. The purpose of our inspection was to determine the uplift capacity of the roof tiles for the residence at the above referenced project. The subject roof consisted of S-Shaped Clay Tile Foam Set. The pitch of the subject roof is 4/12. Our field engineer visited the site and conducted 3 uplift tests on the roof tiles. All tests were performed according to the Florida Building Code High Velocity Hurricane Zone and protocol TAS-106 using an Intercomp Scale Model CS200. The following is a summary of results: Field Test Results Test Number Test Location Field Uplift Pull Test Test Results 1 Corner See Attached Diagram 35± 5 Pounds Passed 2 Perimeter See Attached Diagram 35± 5 Pounds Passed 3 Field See Attached Diagram 35± 5 Pounds Passed 0 Hip/ Ride See Attached Diagram 35± 5 Pounds N/A All test results were found to be in compliance with TAS-106 and the Florida Building Code The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof inspection must be conducted by the building official for approval. The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continuously changing due to exposure to the elements. Federal Engineering & Testing, Inc. is an independent third party providing un-biased testing information and results and is not affiliated with our client nor do we have any financial interest in the project or determination of the test results. As mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to be of service to you at this phase of your project. If you have any questions or comments, please give us a call. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, Keith LeBlanc, P.E. Federal Engineering&Testing, Inc. 6112 4AX Florida Reg. No.59394 Certificate of Authorization#5471 Miami-Dade County Certification#11-0407.01 0- } • }r '� mmsa (3 Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation N �I�s R , J a=0.1 (w)= 0.1(52') =5.2' a=0.4(h)= 0.4(15') =6.0' Perimeter Dimensions= 4.0' Corner Area: 1 S.F. = 1 tests Perimeter Area: 2 S.F. = 1 tests Field Area: 3 S.F. = 1 tests Total Ridge Caps: N/A = 0 tests Test Location Sketch Federal Engineering & Testing Inc. 250 SIN 13th AVE Pompano Beach, FL 33069 (954) 784-2941 Client: Paul Bange Roofing, Inc, Project: Proposed Roof: Vogtner Residence Test: TAS-106 Tile Uplift Test Project Address: 53 N.E. 98th Street (Test location sketch is not to scale) Miami Shores, FL 33138 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-239840 Permit Number: RF-6-15-1342 Scheduled Inspection Date: July 24, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Roof Repair Owner: VOGTNER, KRISTINA Work Classification: Repair Roof Job Address:53 NE 98 Street Miami Shores, FL Phone Number (954)981-7663 Parcel Number 1132060131140 Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Phone: 305/981-7663 Building Department Comments REPAIR TILE ROOF Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed ���/J' CREATED AS REINSPECTION FOR INSP-238257. CREATED AS ^fir r REINSPECTION FOR INSP-238180. CREATED AS REINSPECTION FOR INSP-236003. Repair in progress O.K. for the back section. The repair on the front porch needs correction, the two middle rafters are rotten up on the Failed ❑ top section and be have to be replace. The two middle rafters in front porch were requested to be replace Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 23, 2015 For Inspections please call: (305)762-4949 Page 35 of 39 edera Phone 954-784-2941 800-848-1919 4On & TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,FL 33069 fed-eng com July 16,2015 Job Order No. 15-PBR-202 Paul Bange Roofing 7000 SW 21St Place Davie,FL 33312 RE: TRUSS REPAIRS Vogtner Residence 53 N.E. 9W11 Street Miami Shores,FL Dear Sirs: In accordance with your request, Federal Engineering& Testing, Inc. is submitting the following truss repair recommendations for the above referenced project. Repair all damaged trusses located above the front entrance to the residence by scabbing new pressure treated 2" x 6" wood boards on both sides of all the front entrance 3" x 6" trusses. (See attached detail). Attach scabbing with #12 screw fasteners spaced every six (6) inches o.c. staggered. Attach each new 2" x 6" board to the existing masonry wall with HGAM right angle gusset brackets into the masonry wall and new wood boards. Attach new 3" x 6" ledger board to the front of all of the front entrance existing trusses using #12 screw fasteners into each truss. Attach 3" x 6" ledger board end to the existing masonry wall using a HGAM right angle gusset bracket. (Attach all right angle gusset brackets per manufacturers specifications using tapcons and screw fasteners provided with the bracket package). Federal Engineering & Testing, Inc. appreciates the opportunity to be of service to you at this phase of your project. If you have any questions or comments, feel free to call on us. Sincerely, Keith LeBlanc,P.E. Federal Engineering&Testing, Inc. Florida Reg. No. 59394 Certificate of Authorization 5471 Miami-Dade County Certification#11-0407.01 ®r Ct� MIAMH EM Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation I 4 / V`' ••J'YI W 17 '140 � 3 x60 ` �I,� �� Rte. 1 ■ � ® '� m Peri? No. RF-6'45_134Z,. �sH°Rs rt Miami Shores Village Permit Type:Roof 10050 N.E.2nd Avenue NE AlWOrtcC1835. R 1I' k f ...M Miami Shores, FL 33138-0000 p Phone: (305)795-2204 W Pe,mi aN A.PPF�d1�®; fGORiDp' '. Inuel 011112 Expiration: 12108/2015 Project Address Parcel Number Applicant 53 NE 98 Street 1132060131140_,_...�._,._._.._._ ......�..._.__._______._..�............._...__..._. __.__.__..,,,,. Miami Shores, FL Block: Lot: KRISTINA VOGTNER Owner Information Address Phone Cell I KRISTINA VOGTNER 53 NE 98 Street (954)981-7663 MIAMI SHORES FL 33138- 53 NE 98 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 4,850.00 PAUL BANGE ROOFING, INC. 305/981-7663 Total Sq Feet: 66 Type of Work:Repair Available Inspections: Additional Info: REPAIR TILE ROOF Inspection Type: Classification:Residential Roof Repair Scanning:3 Final Roof Review Roof Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.00 Invoice# RF-6-15-55818 DBPR Fee $2.18 06/11/2015 Check#: 1298 $ 116.86 $50.00 DCA Fee $2.18 Education Surcharge $1.00 06/03/2015 Check#: 1257 $50.00 $0.00 Permit Fee-Repairs $145.50 Scanning Fee $9.00 Technology Fee $4.00 Total: $166.86 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING, MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information accurate a that a ork will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-nam d o tr the or stated. June 11, 2015 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy June 11, 2015 1 i Miami Shores Village JUN 0 3 2015 � Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 BUILDING Permit No�� 43 z PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFIN OWNER:Name(Fee Simple Titleholder):`' dC. Phone#:q y `t Address:_S 3 N C C �-r-e e-f City: P)k a wl % shd re S State: Zip: 3 3 3g Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: S "s V E c O S �P City: Miami Shores County: Miami Dade Folio/Parcel#: I f ' �d 0 to-(7) '3 I I y 0 Is the Building Historically Designated:Yes NO Flood Zone: CONTRACTOR:Company Nam� CLO 1 ('. /` C� � Phone#: Address: L City: ' ���L ` State: Zip: rr��-�� ? Qualifier Name: C�s� \ � ,�� -eai�. SPhone#:�,,15 1--7(.(r U 3 State Certification or Registration#: CC( O _5376-22 Certificate of Competency#: . Contact Phone#: Email Address: DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ �� S d Square/Linear Footage of Work: b X / X Type of Work: ❑Addition ❑Alteration ❑New ` Repair/Replace ❑ olition Description of Work: 2 r Submittal Fee$_ Y119 Permit Fee$ �' CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip n Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State �E_ 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$2500, the applicant must promise in goad faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of comment t must be po ted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. I e ab e e of c osted notice, the inspection will not be appy ved and a reinspection fee will be charged. Signature Si atur / •`-� Owner or Agent Contractor The foregoing instrument was-acknowledged before me this The foregoing instrument was acknowWged be me thi day of ,20 by 13CI Pher, day of ,201 ,b S who is personally known to me or who has produced who i ersonally kno n V/ me or who has produced DV As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign in: Print: - W1 � Print: vom My mmission Expires: >, My Co mission Expires: F.�4.O APPROVED BY * ` O ans Examiner --::� ��F 17763�. 'o. Zoning a e�;•'• ` /fd�iiF�_RUi •SAF ����\\ Structural Review .��F,/�r�ilc•$(P;\i�O�\\\` Clerk !T a�iilfll� � 11I!iN1M (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) DAVIE:954-792-ROOF(7663) {✓� 1 G STATE CERT.CC C033691 � N.BROW:954-566-ROOF(7663)' �'��`"�� .�•"'� LICENSED AND INSURED S.BROW:954-981-ROOF(7663) Pu/ tWj 7000 S.W.21 ST PLACE DADE:305-981-ROOF(7663) /``►►,, DAVIE,FLORIDA 33317 FAX:954-964-ROOF(7663) v Member of 1-877-981-ROOF(7663) i3ropoat Better Business Bureau PROPOSAL SUBMITTED TO DATE it I I PHONE _ OI_ 3 9 NAME o' . ' GL.. JOB NAME STREET[ ,1 E 1 STREET CITY STATE ZIP 13 CITY STATE ZIP We hereby submit specification and estimate for �l -2Pc�tr- 0.CP�f5 bF'j�Y r ©Termye {ales and u► rlQu �- )a j� Wood fn x Fopr dei�f1'A� t-n f mit Qfi�k l © cceo o d fu a rPa. © :.SFaEl WjJ All )Lei* tto Verl-� rP�tr o�CPQ. I X Co -X�nntau nem ka e sl-ac+• � Si1Ska t t heu� t^n� e�•-• �� n Pal t' ,Q�ir Gt5lY1✓e a 3 CoU� rooF t Con.Sts�rna oG AS�17A� cxi�(AY�i Pry �nembran sandw tched --ebefw&eA 6uer5 4 fooF eemenf, ® &i-anAf-C UPOSed ma Lc Install -�-te -Fo Co ° �cIur1Pc�l ?ermrl- We hereb propose to fu ish labor and materials complete in accordance with the above spedfications for the sum of -R-)LA-1 -I iA b a s a nd �1 A r b7 U11� f't i't(1 dollars($ _q.,LWO payment to be made as follows: METHOD OF PAYMENT: b k% be uttd th Il 4P Can fm NOTE TO BUYER,GENERAL CONTRACTOR OR OWNER: Paul Bange Roofingereby proposes to furnish the above labor and material in accordance with the above specifications.A deposit of$ is required upon acceptance and the balance as work progresses indirect ratio to work completed. Payment in ful o be made upon completio(ryo�f the job. WARRANTY TO ORIGINAL OWNER:Paul Bange Roofing Inc.warrants workmanship for a_period ofS:L_�L years,but reserves . the r ghf to supervke nr insneef all vvnrk<_ubsenwertiy performed by&! er barties to the roof,for a reasnnable fee. Without this supervision or i,ispection,a viarranties are null and•.•old: Warrant) is trcns:erable to new owner upon written appl:c-Aion(subject to approval)and payment of 10%of contract price. YVarrentY rconiisi eat u i ,.r fayi t in fu:'. :it r ct r '•i 1 s u" specified and work is to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from above specifications will become an extra charge over and above the estimate of labor and usual costs of our agreement. Paul Bange Roofing, Inc.will exercise reasonable care when performing the work,but cannot be held responsible in any manner for damage to driveways,sidewalks,foliage,shrubbery,screening,septic tanks,gutters,pipes or cables,above or below ground. We will not be held responsible for water damage to the exterior or interior of the premises. CUSTOMER IS URGED TO COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY. We cannot assume responsibility for any damages done to the roof by tradesmen or parties. Paul Bange Roofing,Inc.cannot be held responsible for damage done to any lumber by termites,carpenter ants,or any other wood boring insects. Such wood will be at an additional charge. THIS CONWCT IS SUBJECT TO OFFICE APPROVAL Authorized Signature ACCEPTANCE OF PROPOSAL The above prices,specifications and conditions are satisfactory and are hereby accepted.Paul Bange Roofing,Inc.is authorized to do the work as specified.Payments will be made as outlined above.This proposalhas the Awer -co tract when signed and accepted.I have read and agree to the terms and conditions as stated on the front and back of this contract. ACCEPTED Print Date 5/19/2015 Property Search Application-Miami-Dade County a AtF ICE OF THE P Summary Report Generated On:5/19/2015 Property Information, Folio: 11-3206-013-1140 INE 99TH ST Property Address: 53 NE 98 ST Owner ALINA T VOGTNER KRISTINA VOGTNER Mailing Address 53 NE 98 ST MIAMI SHORES,FL 33138 Primary Zone 1000 SGL FAMILY-2101-2300 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,251 Sq.Ft ON Living Area 1,858 Sq.Ft Adjusted Area 2,048 Sq.Ft Lot Size 8,625 Sq.Ft Taxable Value Information Year Built 1939 2014 2013 2012 County Assessment Information Exemption Value $0 $0 $0 Year 2014 2013 2012 Taxable Value 1 $345,196 $313,815 $279,739 Land Value $164,082 $112,453 $96,540 School Board Building Value $197,806 $199,250 $180,836 Exemption Value $0 $0 $0 XF Value $2,092 $2,112 $2,363 Taxable Value $363,980 $313,815 $279,739 Market Value $363,980 $313,815 $279,739 City Assessed Value $345,196 $313,815 $279,739 Exemption Value $0 $0 $0 Taxable Value $345,196 $313,815 $279,739 Benefits Information Regional Benefit Type 2014 2013 2012 Exemption Value $01 1 $0 $0 Non-Homestead Cap Assessment Reduction 1 $18,784 1 Taxable Value 1 $345,196 $313,815 $279,739 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). Sales Information Short Legal Description Previous Price OR Book- Qualification Description Sale Page 1 534165342 12/24/2012 $430,000 28424-3855 Qua]by exam of deed MIAMI SHORES SEC 1 AMD PB 10-70 05/01/2008 $450,000 26450-1207 2008 and prior year sales;Qual by exam LOT 18&W1/2 OF LOT 19 BLK 8 of deed LOT SIZE,75.000 X 115 09/01/2000 $230,000 19275-4864 2008 and prior year sales;Qual by exam OR 19275-4864 09 2000 1 of deed 05/01/1996 $141,000 17198-4348 2008 and prior year sales;Qua]by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: CE�VED R • v M vaFTaP sTiIucruri s SUN ® g 2015Erni �n M; sl,ar / '. eS V►q� e 2 BY: zonlln, gy ��� Florida Building Cade Edition G SATE High-V©loel(y Hurdeans Zone UnIform Perntlt Appal -tion EPT Section General infcrmat i n U$�ECT 1_0rid �CCM � d 6 Master Permit No, ems , R Contraotor's Name - �Y►�U - Rt; Job Address 53 N� 98th �}- »'1 101 vyl i S h0 r�PS� � ULA'IONS ROOF CA!I GORY w D Lott Slope D Mechanically Fastened Tile Cl Mortar/Adheslva Set Tile M a - y DAsphaltic Shingles D Metal PanellShingies (I Wood shlritJies/shakes xi D Presorlptive 13UH-13AS iso 130OF TYPE 17 New Hoof D Reroofing 0 Recovering - €3epalr U Maintenance ROOF SYSTEM INFORMATION C Low Slope Hoof Area(SF) Steel)Slopes{Roof Area(Sr-) Total(Sr-) c O / Section B (Roof Pian) �C (� Sketch Roof plan;Illustrate all levels and sections,roof drains,scuppers,overflow scrappers and overflow drains. Include dimensions of sectlons and levels,clearly Identify dimensions of elevated pressure zones and location of parapets. R R • • • • ■ •• •• • • ••••• • •• •• •••••• k N • •• •• • • R • • k / • • • •••••• • Y r • • • R Y R t R '19 far, R • R R x � R k 111.34 2010 FLORIDA BUILDIhICI CODE—BUILD)NG CHAPTER 15,SECTION 1524 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CI NSiDERATIONS 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,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 initials in the designatedspace Indicates that he item has been explained. = Y �V1. Aesthetics-workmanship: The workmanship provisions of Chapter 15(High-Velocity Hurricane Zone) are for the purpose of providing the roofing system meets the wind resistance and water intrusion performance standards. Aesthetics (appearance)are(app not a consideration-with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance,that are not part of a zoning code should be addressed as part of the agreement between the owner and the contractor. '2-1 wood decks: When replacing roofing,f he existing wood roof deck may have to be renailed in accordance with current provisions of Chapter 16 (High-Velocity Hurricane Zones) of the Florida Building Code, Building. (The roof deck is usually concealed prior to Removing the existing roof system.) 3.Common roofs: Common roofs are those which have no visible delineation between neighboring units (ie.,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 owner bprovides the option of maintaining this appearance. 5. Ponding water: The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate) in low-lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditiQA?"ay not be evident until the original roofing system is removed. Pondlng conditionsshcu.Td be •'•• •••••• . corrected. •• •••• • 6. Overflow scuppers(wall outlets): It is required that rainwater flow off so that ihVrMlts not '4' ' overloaded from a buildup of water. Perimeter/edge walls or other roof extensiMns May block This :....: discharge if overflow scuppers wall outlets)are not provided. It may be necesrary fo.install.0 0 0•. ' overflow scuppers in accordance with the requirements of:Chapters 16 and 16Wer&n and the' Florida Building Code,Plumbing.* ••;••; 00000 7. Ventilation: Most roof structures should have some ability to vent natural a(rflowlhfough thea 0 interior of the structural assembly(the building itself). The existing amount of attc N94tilation shall not be reduced. 000000 :66009 :9000. Exception: Attic spaces,designed by a Florida-licensed engineer or registered arcMecl t llwAnat,a 0 the attic venting,venting shall not be required. ' Owner's/Agent's Si not'64 Contractor's Signotu Form AB-326(Page 2 of 7)New 3/16/09 MIAMI- e DIIAAII-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONaMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Strect,Room 208 BOARD AND CODE AMMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) Owens Corning One Owens CorningParlcrvay Toledo,OH 43659 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.Tile Miami-Dade County Product Control Section (In Miami Dade County)and/or the AI-IJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. . This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:WeatherlocW`Specialty Tile& Metal Underlayment LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Davie County Product Control Approved",unless othetivise noted herein. RENEWAL of this NOA shat l be considered after a renewal application has been filed at>.1 thele has bt;p:�rchangq,.... 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^1 9?mror changein the • materials,use,and/or manufacture of the product or process. Misuse of this NOA as an end&?sZhtient of«a`l1Yl1 educt,• • . . .. for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to..'co.mply wjlf.an.i,sect i.o1>.:••. 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 t'ollo'emed byd4p..% expiration date may be displayed in advertising literature. If ally portion of the NOA is di;plge ,thetrtt s tall be done • .. ... in its entirety. . INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This renews NOA4 09-0908.06 and consists of pages 1 through 3. Tile submitted documentation was reviewed by Alex Tigera. NOA No,: 12-0349.03 MIAMI•DAD,COtlNTY Expiration nate: 07/31/17 Approval Date: 07/05/12 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description WeatlierlocO 36"x 33.3' rolls TAS 103, SBS self-adhering asphalt sheet material with a Specialty Tile& 36"x 66.7' rolls white or green glass re-enforced polyester Metal Underlayment surfacing fabric; for use as an underlayment in sloped roof assemblies. MANUFACTURIGN LOCATION: 1. Brentwood,NI3 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories, Inc. R14610 Follow up Service 03/28/02 IRT-Arcon,Inc. 02-012 TAS 103 02/28/02 PRI Asphalt Technologies, Inc. NEI-006-02-01 TAS 103 04/01/02 PRI Asphalt Technologies,Inc. NEI-008-02-01 TAS 114 (11) 07/30/02 PKI Construction Materials NEI-045-02-01 ASTM D 4798&ASTM G 155 08/08/07 Technologies,LLC, NEI-053-02-01 ASTM D 4798&ASTM G 155 05/01/08 NEI-076-02-01 TAS 103 /ASTM D4798 02/14/11 0000 APPROVED ASSEMBLIES: ••• •••• •••• • .. 0000 Deck Type 1: Wood, non-insulated,new construction ••• •• •• • •••••• 0000.. 15/32" 0000 0000 0000.0 Deck Description: or greater plywood or wood plank . 0 0 0 0000 0000 00000 System E(1): Anchor sheet mechanically fastened deck, membrane adhered. 90:06: •• • 00000 00 00 00 00 000000 Base Sheet: One or more plies of ASTM D 266 Type II or ASTM D 2626 with fCmiCh4um 4"side lap and a - 6"end lap mechanically fastened to deck with approved nails and tits caps06" o.c:iL 0%1aps dt4tt 1'••• two staggered rows 12"o.c, the field of the roll. :0006: • 00 0 0 000 0 . Membrane: One or more plies of Weatherlock`"Specialty Tile&Metal Underlayment with a musnuum 4" side lap and 6"end lap. Place the first course of membrane parallel to the cave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with Weatherlocko Specialty Tile&Metal Underlayment is acceptable. Surfacing: Approved for Adhered Roof Tile,Mechanically Fastened Roof Tile,Metal Roofing, Wood Shake&Shingles,and Asphaltic Shingle assemblies. NOA No.: 12-0309.03 MIAMI-DADE CQUNPYM Expiration Date: 07/31/17 Approval Date: 07/05/12 Page 2 of 3 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Weatherlock Specialty Tile & Metal underlayment shall be installed in strict compliance with applicable Building Code. 3. Weatherlock® Specialty Tile &Metal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. 4. Weatherlock' Specialty Tile & Metal underlayment shall not be applied over an existing roof membrane as a recover,but may be applied over roofing Base/Anchor sheet underlayment. 5. Weatherlock Specialty Tile & Metal underlayment shall not be left exposed as a temporary roof for longer than 90 days of application. 6. The standard maximum roof pitch for Weatherlock` Specialty Tile&Metal underlayment shall be 6:12 when tiles are loaded directly to the Weatherlock Specialty Tile & Metal underlayment; loading boards or battens are required on roof pitches greater than 6:12". 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 8. Tiles shall be stored on battens on roof pitches greater than 6:12". 9. Weatherlock Specialty Tile & Metal underlayment may be used with any approved roof covering Notice of Acceptance listing Weatherlock Specialty Tile& Metal underlayment as a component part of an assembly in the Notice of Acceptance. If Weatherlock Specialty Tile&Metal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami-Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding(reads. Re-fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 11. When applying the membrane in the valley, start at the low point and work to the high point,rolling4k;Juenrbrane from the center outward in both directions. For ridge applications, center the menrbicne and roll'froht Ale centey... outward in both directions. •• .... 12. Roll or broom the entire membrane surface so as to have 100%contact with the surfac',-d-Lurg special•attentiori to • overlap areas. .... •..• i"... 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assenrb'l �'.c..urrent Piocfdct Control". ..... Not-ice of Acceptance and applicable Building Code. .. .. . .. .. .. .. ...... 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment.;iI+lV dashing tape shall be- pressed in place and formed around the protrusion to ensure a tight fit. A second layA-of WcatheZQr,l®.Specitlt}t••• Tile&Metal underlayment shall be applied over the underlayment. . 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Lode and Rule 9N-3 of the Florida Administrative Code. 16. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's nacre or logo and the following statement: "Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIA®�MI•DADE COUNTY ■IIx •,,� � END OF THIS ACCEPTANCE MIAMbDADS COUNTY NOA No.: 12-0309.03 w��I , 'Expiration Date: 07/31117 Approval Date: 07/05/12 Page 3 of 3 MIAMI _ 11IA\[I-DADS COUNTYa PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) t 1805 SW 26 Stred,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33 1 75-24 74 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �„ti�r.,niam;aaile.ec=yrl3cr:� 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: 11iis NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(Al-IJ). This NOA shall not be valid after the expiration date stated below. Tile Miami'-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revolve,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke Ibis acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. T11is 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: 3M-f-"2-Component Foam Roof Tile Adhesive AH-160 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been f iled and there leas been ttelvan e in the applicable buildingcode negatively affectingthe performance of this product. . .. .... TERMINATION of this NOA will occur after the expiration date or if there has been a reviSiattp4�hange Mllle• •••••• materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorl T1tiliYof any prolduct,for;....; sales,advertising or any other purposes shall automatically terminate this NOA.Failure to covl))jy 1wth an)c sec'kron of this NOA shall be cause for termination and removal of NOA. '•••' ADVERTISEMENT: The NOA number receded b the words Miami-Dade Count FloAda'alid fallo«�eJUy the•• •: p Y Y, ....�.. expiration date may be displayed in advertising literature. If au),portion of the NOA is disptyeel,Mien it ihalr De done • ...... in its entirety. � • � � • . . ••..•• INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distribtttpVartd shall be available for inspection at the job site at the request of the Building Official. This renews and revises NOA4 11-0124.04 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tigera. Y NOA No.: 12-0228.18 M I A M I DA D E C 0 U—N—T—YM Expiration Date:05/10/17 Approval Date:05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MT"2-Component Foam Roof Tile Adhesive AH-160 as manufactured by 3M Company as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements,as determined by applicable building code,does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127,for use with approved flat, low,and high profile roof tiles system using 2-Component Foam Roof Tile Adhesive AH-160.Where the altaclmnent calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description_ Specifications 3MI'M 2-Component Foam NIA TAS 101 Tivo component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foams Dispenser RTF 1000 N/A Dispensing Equipment ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. w MANUFACTURING LOCATION: 1. Tomball,TX. ...... '..' ....:. wwwwww w w w PHYSICAL PROPERTIES: •• •• wwww wwww • Property Test Resu • • wwww • • wwwww Density ASTM D 1622 1.6 lbs./ft.3 ' Compressive Strength ASTM D 1621 18 PSI Parallel to rise •••••• •' 12 PSI Perpendicular to rise e • • • w w w w w w Tensile Strength ASTM D 1623 28 PSI Paral lel to rise ; ••• • •• Water Absorption ASTM D 2127 0.08 Lbs./Ft2 •• • •• ;•; • • Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch •• • Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Chane @I 58*F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAMI•DADECOUNTY Approval Date:05/10/12 ,.,.f I Page 2 of 7 Note: The physical properties listed above are presenter/as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-1 PA 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 Ranitech 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 03/02f99' 520109-2-1 •• ' LIMITATIONS: •• 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly toj fo;•e rathq- 2. 3MT11'2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat, low,•&lftli tile profiles 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS{tZ 4. RoorTile manufactures acquiring acceptance for the use of 3MTM 2-Component Foam Roof Tile'Adhesi0e AH- ••"' 160 roof tile adhesive with their the assemblies shall test in accordance with TAS 101. '.• :• 5. Roof'rile manufactures acquiring acceptance for the use of HANDI-STICK roof tile adhesive with their the • assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F — W F_ 2 MS NOA No.: 12-0228.18 MIMAMI-DADEC UNTYM Expiration Date: 05/10/17 Approval Date:05/10/12 Page 3 of 7 INSTALLATION: 1. 3MT11'2-Component Foam Roof Tile Adhesive AH-160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 3MT111 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MT11'2-Component Foam Roof Tile Adhesive AH-160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of 3MTnc 2-Component Foam Roof Tile Adhesive AH-160 shall provide sufficient attachment resistance,expressed as an uplift based system,to meet or exceed the uplift resistance determined hi compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTA4 2-Component Foam Roof Tile Adhesive AH-160 and its components shall be installed in accordance with Roofing Application Standard RAS 120,and 3M Company's 3MT&c 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensuig equipment is required before application of any adhesive. The mix ratio behveen 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. 3MT11i 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MT1l 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must be adhered in freshly applied adhesive.Tile must be set within 2 to 3 minutes after 3MTNI 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. P 9. 3MT1'2-Component Foam Roof Tile Adhesive AH-160 placement and minimJ .•um patty weight shall be •••' •••••• accordance with the'Placement Details'herein. Each generic the profile requires the spetifie.phcemenl jjwed •. herein. •• • Table 1: Adhesive Placement For Each Generic Tile Profile • Tile Pi-ofile Placement Detail Single Paddy Weight Two Padd"Vefght tier ••� Min.(grams) padcl+�>�+►I4d�(grams� ...... Flat,Low,High Profiles ##I 3S N • High Profile(2 Piece Barrel) 17/side on cap and 34/pan MA: '•���• Flat,Low,High Profiles #2 24 N/A •..... Flat,Low,High Profiles ##3 •• •; ' NOA No.: 12-0228.18 MIAMI-DADE COUNTYIE Expiration Date:05/10/17 Approval Date: 05/10/12 Page 4 of 7 LABELING: All 3MT"12-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building cocle in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cement Nail through plastic cement Paddy(Beneath Tide) Undedaysnent Undeda)ment If)in. 10 In. �21n = _ EavxCare •�. Fascia Ea1@(4Jr5D Fascla W aoide Eave course only. Fare course ony. Eave closure 009 Eave Closure KeepadFeslveapprox KeepadhesNeappiox. Dri • • •••••• 43n,upfromwroephaies 4In.upframweephotes � Dedge ••• • • • NalllhroughplasUCcement Paddy(Beneath Tita) options]2x4'sfor • •• • •••• 1)sgaceenchesInough hasivathithtepanbive 17 23 stezppitchapplite70A!•*AV through ptaskcement • • Undsdaymznt =__- squarelneheslntonlaclwllhU�zpan6te • • •••••• 2)Turn covers upsidedaan.placeadhesive112In, •••�•• • • 1 = To 1 From outside edge of cover tile. •••• Then instanthe tile. o ••••• • • ••••• ••• •••• • _ Underlayment •• ••••• 1D 1n. - • • 0000•• 2In. _ •• • • • o • • FM C*At - - - o :-� 0000•• Eave Closure Eave course only: Remmr Keapxde hNeapproz.4ln.up Fascia offthpeeane Sheathing lromw4phol?S course coyertae. Abut to second course of 01 pantsEOptonalooverrpand -1 Ddnt-u Aortar Rush at esva line. on longrtud'inal edges of Gk Eave closure Pleephole Facts Bo r (monarshown) NOA No.: 12-0228.18 MIAMMADECOUNTY Expiratiou Date:05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nall through plastic cement Paddy(Beneath Tile) Nail through plastic cement PaddY10enealh Tile) Underiaymenl ° Undedayment lin. i�2In. 71n. i e 21n. Eave Course Fascia Fascia Weephole Eave Course Eave closure Eave Closure Drip edge Nall through plastic cement Paddy(Beneath Tile) flnderlaymenl - • • 0999.• • 0900 • • • 0990 •• • 0909.• 7In. 0099•. . • - 0990 • - 9090 • • 0990• 0990 -- - � • 0999• •9000: • • 0090.• ••99.0 �••.•• Eave Closure • 0 • 0.09.• Eave Course Fascia : • • • •.• • • NOA No.: 12-0228.18 rolArtl•DaoE couNnr Expiration Date:05/10/17 .•• Approval Date:05/10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nall through plastic cement Single paddy under tile (between tile) 0nderlaymenl Single paddy between tile Paddy 21n.x 7In.medium (under tile) size paddy eave course only t% Single paddy = -- ,14- Sin. Siniunder the r x 3 n. ! 4 In. 2 in. Single paddy on 2i4in• Single �' under• ° pa ddyon layment under. iayment Single paddy Fascia Pave course on top of tile Weephole Sin le add Eave 9 p Y in.%7in.medium Coarse Eaveclosure on top of the size paddy eave Fascia course only Drlpedge Nall through plastic cement Single paddy under the Single paddy between the _ 0000 690009 -- • ' 0000•• � 0000 • - • • • 0000 � 0000•• Jtln.x3in, 4in. 0000•• • : : 0000: ° ••.• Single paddy - 0.0.00 00.000 000000 onunderiayment 2 n> "'• 0 o 0000• • •0.00 • : 0 • • •.0.00• / • •• •• 0 0000.• 0 • Single paddy Eaveclosure • • •000••• 000000 • 0 � on top of tile . ••.•••• 2 in.x 7 in.medium • • • Eave Course size paddy eave course only ••0' ; •• 0'0 • Fasciao 00 END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 MIAMI•bADE COUtdTY Al3provil Date:05/10/12 Pnge 7 of 7