Loading...
RF-15-1650 I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-238217 Permit Number: RF-7-15-1650 Scheduled Inspection Date: September 18, 2015 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: CUESTA,ARTEMIO AND IBIS Work Classification: Tile Job Address:9530 BISCAYNE Boulevard Miami Shores, FL 33138- Phone Number Parcel Number 1132060142860 Project: <NONE> Contractor: PAUL BANGE ROOFING, INC. Phone: 305/981-7663 Building Department Comments RE ROOF COLOR THRU TILE 2118 TERRA COTTA GOLD Infractio Passed Comments EAGLE MALIBU INSPECTOR COMMENTS False Inspector Comments <K1 Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. September 17,2015 For Inspections please call: (305)762-4949 Page 15 of 37 Phone 954-784-2941 ederaU800-848-1919 &TESTING INC. Fax 954-784-7875 25f1SW 13th Ave Pompano Beach,FL 33069 fed-eng.Com Dated: Monday, September 14, 2015 Order Number 15-PBR-230 Paul Bange Roofing, Inc, 7000 S.W. 21 st Place Davie, FL 33317 RE: TAS-106 Tile Uplift Test Proposed Roof: Cuesta Residence Permit No.: RF-7-15-1650 9530 Biscayne Blvd. Miami, Shores, FL 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 September 10, 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 Double Roll Concrete Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 63 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 -7 Corner See Attached Diagram 35±5 Pounds Passed 8-39 Perimeter See Attached Diagram 35±5 Pounds Passed 40-55 Field See Attached Diagram 35±5 Pounds Passed 56-63 Hip/Ride I See Attached Diagram 35±5 Pounds Passed All test results were found to be in compliance with TAS-906 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. Florida Reg. No.59394 Certificate of Authorization#5471 Miami-Dade County Certification#11-0407.01 10 1-79— • i MIAMFAADP `�_- Construction Material American Concrete Miami Dade Florida Department Engineering Council Institute County of Transportation N 52- q =� 17- 41) 41 � Ab 42 50 13 elk r1 4� 46l 5g 51 a5� 5% 45 s© 0 �r A .5_I,: 27 Iq 2.�as -7 l a=0.1(w)= 0.1(52')=5.2' a=0.4(h)= 0.4(12')=4.8' Perimeter Dimensions= 5.0' Corner Area: 175 S.F. = 7 tests Perimeter Area: 985 S.F. = 32 tests Field Area: 2040 S.F. = 16 tests Ridge Caps: 150 = 8 tests *All dimensions are approximate* Total Tests Performed. = 63 Test Location Sketch Federal Engineering & Testing Inc. 250 SW 13th AVE Pompano Beach, FL 33069 (954) 784-2941 Client: Paul Bange Roofing, Inc, Project: Proposed Roof: Cuesta Residence Test: TAS-106 Tile Uplift Test Project Address: 9530 Biscayne Blvd. (Test location sketch is not to scale) Miami, Shores, FL Job Address Q �� t�1�' C� 6��.� �l -� Permit# � Complete the re-nailing affidavit and provide two copies signed and notarized. Post in the permit package at first inspection Re-Nailing Affidavit I am a Florida Professional Engineer, Regis Architect, Licensed General Contractor, Building Contractor, Residential Contract Roofing Contractor or Person certified in the structural discipline under FS. 8. X hereby ce ' that th existing or supple ental fasteners have satisfied the requirement of table 201.1 (8d ro head ring a 6"o.c. Certifier's Signature Date e r � � �' �\�1�11►ti11111J�Ef/�s�� Print Certifier's Name �J��� o an su before me this �7 day of =2Q-i* zo'�9' ersonally known to or or produced ID • — °* �e ° •- Seal N tary ublie, e of Flori a signature) ril,, l 'Fill Tete Seeon ry Water Barrier affidavit and provide two copies signed and rized. Post in the permit package at first inspection Secondary Water Barrier Affidavit I am a Florida Professional Engineer, Registered Architect, Licensed General Contractor, Building Contractor, Residential Contractor, Roofing Contractor or Person certified in the structural discipline under FS468. 1 hereby certify that the secondary water barrier has been installed and inspected by me personally it complies with all requirements of FBC 2004 and the Hurricane Mitigation requirements. Certifier's Signature Date Print Certifier's Name Sworn to and subscribed before me this day of 20 Personally known to me or or produced ID Seal Notary Public, State of Florida(signature) { k� rrr €Q ' � �-' $ } �sxos o,� Miami Shores Village 10050 N.E.2nd Avenue .... aa.o+ �� p'r I !gt1 Cla'sfrc8b Tile Miami Shores,FL 33138-0000 ar",�,y f �ita�tt;€u� AlR��Ci Phone: (305)795-2204 ' Expiration: 12/29/2015 Project Address Parcel Number Applicant 9530 BISCAYNE Boulevard 1132060142860 ARTEMIO AND IBIS CUESTA Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell ARTEMIO AND IBIS CUESTA 9530 BISCAYNE Boulevard MIAMI SHORES FL 33138-2537 Contractor(s) Phone Cell Phone Valuation: $ 23,000.00 PAUL BANG E ROOFING,INC. 305/981-7 6 63 Total Sq Feet: 32.16 Type of Work:Re Roof Available Inspections: Additional Info:RE ROOF COLOR THRU TILE 2118 TERRA Inspection Type: Classification:Residential Up Lift Report Scanning:4 Tin Cap Final Roof Tile In Progress Renailing Affidavit Review Roof Cap Sheet Fees Due Am]$250.00 Pay Date Pay Type Amt Paid Amt Due Bond Type-Contractors Bond Invoice# RF-7-15-56193 CCF 07/02/2015 Check#:1400 $806.30 $0.00 DBPR Fee DCA Fee Bond#:2774 Education Surcharge Permit Fee-New Roof Scanning Fee Technology Fee Total: $8 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 AFF AVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructi n u o 4Heci the above-named contractor to do the work stated. July 02,2015 orized Sig ture:Owner / Applicant / Contractor / Agent Date Building Department Copy July 02,2015 1 � , J i► Miami Shores ViHageRF JUL ® � 201 uo�c�' on Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: )=Qa*-.. Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC ®17 BUIL ING Master Permit Noo o Z5 JA� PE IT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC OOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP �,,�� CONTRACTOR DRAWINGS JOB ADDRESS: 630 �"nL -01yjl City: Miami Shores ,, 11 County: Miami Dade Zip: Folio/Parcel#: ,11 — 1�01y--Q H —6130 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: ` _ Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):.�D]1S a T� Phone#:3� — �—oZ319 Address:os3tp c�I-'r kly) �li�d City: ) )L � )hi) State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: > Phone#: Address: ( ® ` 10,C City: State• Zi �, �� Qualifier Name: r i Phone#:q �--�ICU 3 State Certification or Registration# Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ 2-:25)060c) Square/Linear Footage of Work: ifjZ W,k le Type of Work: ❑ Addition A Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work:2emue —,,I Ik. Specify color of color thru tile: 21159 `-l'i-v-y-a ��6 ,9 Gin Ia c.le. IM III Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Rev1sed02/24/2014) 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the a ence of such posted notice, the inspecZnoroved and a reinspection fee will be charged. Signatur OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before mpthis The regoing instrument was acknowledged before me this day of20 l S by day of 20 ® by who is personally known to pe who i rsonally known me or who has produced V Q as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: ign: 11 Si 0 to RF Print: • ••••�FO�4 rint• e _ o o �•� ,QS p ® #EE1T702 m s •••, Pi$iftC��i•e�C TA A •.ee.es •o��e .0 sees APPROVED BY da �BCIC iVP� Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) t Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 1pRlpp► Tel: (305) 795.2204 Fax: (305) 756.8972 RE: Permit# DATE: INSPECTION AFFIDAVIT I licensed as a (n) Contractor/Engineer/Architect, (Print name and circle License Type) FS 468 Building Inspector License#: On or about , I did personally inspect the roof deck nailing and (Date&time) Secondary water barrier work at (Complete Job She Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this day of Notary Public,Sate of Florida at Large *General,Building,Residential,or Roofing Contractors or any individual certified under 468 F.S.to make such an inspection.Include photographs of each plane of the roof with permit#and address#clearly shown marked on the deck for each inspection Revised on 5/21/2009 ®R9 Miarrlu shores Village I all# Building Department 10050 N.E.2nd Avenue �l R Miami Shores, Florida 33138 Tel: (305) 795.2204 Fac: (305) 756.8972 OWNERS'S AFFIDAVIT OF EXEMPTION ROOF TO WALL CONNECTION HURRICANE MITIGATION RETROFIT FOR EXISTING SITE- BUILT SINGLE FAMILY RESIDENTIAL STRUCTURES PERSUANT TO SECTION 553.844 F.S. To: Miami Shores Village Building Department Date: 40 -511-w 10050 NE 2nd Ave Miami Shores, FI 33138 ` Re: Owner's Name:'71-bib ,, )e5 Property Address: 9 J 3c' 1i3i 5caC.Q nle, E;W Roofing Permit Number: Dear Building Offici I: I certify that I am not required to retrofit the roof to wall connections of my build' because: Zhe just valuation for the structure for purpose of ad valorem taxation is less than$300,000.00. Please attach proof of ad valorem taxation. ❑The building was constructed in compliance with the provisions of the Florida Building Code (FBC)or with the provisions of 199/e-d' ion of the,SS th Florida Building Code (1994 SFBC) t/ (- Signature Print Name State of Florida County of Dade The undersigned, being the first duly sworn,deposes and says that helsh,is the owner for the ab®property mentioned. Sworn to and subscribed before me this �'" day of IL) �`®e®g4111`1019Bops�® 50RROQ, o�®� 101V&8 20- y/•n•° Notary Public,Sate of Florida at L e ; l`', • When the just valuation of the structure urpose of ad valorem taxation is equal to or re than$300,000.00,and the building was not %cted tNfVi FBC g aw• SFBC.Then you must provide a building application om r e Roof to Wall connection Hurricane Mitigation. ]s �•• `.. aa�` Br�A�NIs'V N1111\0 Revised on 5/2112009 g DAVIE-954-792-ROOF(7663) Pea � STATE CERT.CC C033691 M.BROW:954-566-ROOF(7663) Aim `"'"'� LICENSED AND INSURED S.BROW:954-981-ROOF(7663) 7000 S.W.21 ST PLACE DADE:305-981-ROOF(7663) �,�� DAVIE,FLORIDA 33317 FAX:954-964-ROOF(7663) Un. Member of 1-877-981-ROOF(7663) Propoot Better Business Bureau PROPOSAL SUBMITTED TO DATEPHONE.�S• 7S • 3378 ho O — 6—1,5 3o5.336.7%5zQ NAME JOB NAME ArA Cur-AGues STREETJ (�/1 s STREET J� 8 a m .�m CITY STATE ZIP CwniITY STATE ZIP iqm; S o .s L. 33 3 We hereby submit specification and estimate for VIPEI.WORK FIBERGLASS/MODIFIED semove existing roof to a clean workable surface nd ❑ Install# base sheet as per code, dispose of debris. 3• ® ❑ Install plys of ply IV figerglass felt Replace rotten sheathing at$ '�` �r oo ® Install in.save drip metal. (Plywood replaced by square ft) /00'.T 1� G5 Ll Install mineral surface cap sheet. Yiinstall new lead flashing to all plumbing vent stacks & Install new 26 gauge 16"galvanized metal to all METAL valleys and tie-ins. Ll Install# Z fire barrier. ® Exposed &Not Exposed ❑ Install under layment. ISI Typs of roof to be removes( -77le, 1. ❑ Install eave drip metal ❑ Install metal roof. SHINGLES TIDE ❑ InstXI b:eave e sheet. Install#��B Preyni tM base sheet ❑ Inst . drip metal. Install X 3 _R-raco'�`kn.eave drip metal. ❑ Instss fungus resistant shingles. Install �l�. the underlayment Mfg: Color Rf Install&ile 61 i le set In Lq r To ® Repairs a 18 `terra ce' q C�o{d (✓ PDQ --rA c►ude_s : Pee vm;4 g I�Xn_ig Er!gn�ri_g UVM ' s 92,rL' —rima VNarrat,_�U Olo", olye Over le a A C►re CUD myek We herby propose to famish labor and materials complete in acuroNarrre with the above spec flans far the Sam � � 11 1I11 �/ �,,/1� I 00 payment to be made as follows:go LJe(�O S i %3096 4t S't,,f�.309 �.Q., 30% '77-le, METHOD of IRAYMENT C jh erg o yt.}O Con? le�ion. TeJev4-q ,if'943"OW - U NOTE TO simi,GENERAL CONTRACTOR OIirER:Paul Bamge Roofing Inc.hereby proposes to fumish the above lalmr and material is accordance me the above Payment specliftaftomA A deposit f�qmn at�n of'1he��b is required upon acceptance and the balance as x p �rirred ratio to work completed. be 1c. oJi}11 O.C.C. WARRANTY TO ORIGINAL OWNER:Paid Bare Roofmg Inc.Warrants vankmansbip fora period of a=i V e— years,but reserves the right to supervise or inspect all work subsequently performed by other parties to the roof,for a reasonable fee.Without this supervision or l spardlon,all warranties are null and void.Warranty is transferable to new owner upon written application(subject to approval)and payment of 10%of contract price.Warranty Is contingent upon Job payment in full.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 will become an extra charge over and above the estimate of labor and usual costs of our agreement. Paul Bangs Roofing,Ins will exercise reasonable care when performing the work,but cannot be held responsible in any maturer for damage to driveways,sidewalks,fell- age,shrubbery,screening,septic tanks,gutters,pipes or cables,above or below ground.We will not be held reslonsdble 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 respormbgily for any damages done to the roof by othertradesmen or parties.Paul Bange Roofing,Inc cannot be held responsible for damage done to arty lumber by term es,carpenter ants,orang other wood boring insects.Such wood will be replaced at an additional charge THIS CONTRACT iS SUBJECT TO OFFICE APPROVAL Auewrimd signahre ACCEPTANCE OF PROPOSAL The shove per, con am and are hereby accepted.Pard Bangs Roofing,Inc.Is aulbodard th do the work .Payment win be made as oufiined ahthve paws when signed and accepted.I have read and agree to the terns and conddfions as BMW on the trent ami back of this contra Priht��I �JP_GT�J Date lq/iS ACORU® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 4/15/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Denise Page NAME: g Frank H. Furman, Inc. PHONE (954)943-5050 NC No:(954)942-6310 1314 East Atlantic Blvd. ADDRIESS.denise@furmaninsurance.com P. 0. BOX 1927 INSURER(S) AFFORDING COVERAGE NAIC# Pompano Beach FL 33061 INSURERA:Ironshore Specialty Ins 25445 INSURED INSURERBNorth River Insurance Company (us) 21105 Paul Bange Roofing Inc. and BD & M Trucking Inc. INSURER CBrid efield Employers Ins Co (es) 10701 7000 SW 21st Place INSURER D: INSURER E Davie FL 33317 INSURER F: COVERAGES CERTIFICATE NUMBER:15-16 Liab/WC 14-15 Auto REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD MM/DD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE �OCCUR DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ RCS0012901 4/19/2015 4/19/2016 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY�PECOT- F-1 LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBEaaccINEDident SINGLE LIMIT $ 1,000,000 B X ANY AUTO BODILY INJURY(Per person) $ ALL Or OWNED AUTOS SCHEDULED AU1337352606 9/24/2014 9/24/2015 BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS (par.. Per accident Uninsured motorist combined $ 1,000,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION % PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY OFFICEOPRIETER/EXCLUDEDEXECUTIVE NIA E.L.EACH ACCIDENT $ 1 000 000 C (Mandatory in NH) 083032424 6/16/2015 6/16/2016 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) RE: CCC033691 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Avenue Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE Dirk De Jong/DP .0e'c� ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025/gounii BL AND OFTOP sTfluOTURES JUL 0 2 2015 O� Florida Building Code Edition 2 11YU& Ht31t-ltaloaliyHtitrtcaneZone(lnIfo PermlfAppii e'11orntcTyp Q Saofit n A(General Info imatioi�l� Master Permit No. process No. II Contractor's Nates ® • AQ a Jots Address ROOF OAl ECOi3Y a d 1_o�v Slclss Il Mechanically Fasteued Tile Mortar/Adhesive Set Tile a a R Q Asphaltic Shingles Il Metal Panelf8hingles p Wood ShingleslShakes ff M Proscriptive 13UR-€3AS 150 a . , II g ROOF TYPE a Q New goof reroofing tJ Recovering El Repair I3 Maintenance a a tl n ROOF SYSTEM a INFORMATION tl Low Slope Hoof Area(512) Steep Sloped hoof Area(SY) 3Q•I60rT'otal(SF) a n a R Section B(Roof Plan) I Sketch Roof Plan;Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. A Include dimensions of sections atscl levels,clearly identify dimensions of elevated pressure zones and location of parapets, 4 tl . n K a a a a c II a n 9 a a 0 —.l�-P . . ... ... ._. . i i f • • • • • • ._� 7, sal• • • • i i i . . . . . . 4•� .a00 • • • •• a • • *•• • e 1. J • • • • •• • • • ••• • 0 • 1ii•34 2mFi~d 5AT3liiLDIAIQ£ODC14LiMCCO ROOF ASSEMBLIHS AND ROOFTOP STRUCTURES Florida Building Bode Edition 2010 High-Veiooity Hurricane Zone Uniform Permit Appiloation Form. Beetion D{Steep Sloped Roof 3"tem). : Y Roof System Manufacturer: . Notice of Acceptance Number; /I03c;,1,Q 1 Y 1 Minimum Design Wind Pressures, If Applicable (From RAS 127 or Calcufatlons : �1: L-1b .—q P2: --`1 r = PS: 1065- Y : , : R Y •Y Y i ■ i Y t Stomp Sloped Raaf System Desoriptlon : 4 , ■ R , f �,r� S Y Type Underlayment: 71 Roof Slope: R P �� : 12 Insulation: : Fire Barrier: Ridge Ventlialion? Fastener Typo&Spacing: ILI Adhesive type: Type Cap Sheet: IG/ & ,eiv k : x Mutt Roof Height: Roof Covering: 1` Type&Size a� • Drip Edge: ••• .. •.: '.• . ... 000 •• ; • ... ••. . Y R • . • • • • • • • • • . • tt;.as aaraF Ia,��uwDltSc�Lanit.—g��,p�c� 000 i Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form Section E {`Tile Calculations) For Moment based the systems,choose either Method 1 or 2.Compare the values for Mrwith the values from Mf.If the Mrvalues are greater than or equal to the Mr values,for each area of the roof,then the the attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" Product Approval M,11SS�_ (P2' , -x?� = �.. _ .'._.-Ms�_..�''�aa=M�9a.� ProductApproval Mf�S'. _'�........... ......... ... ._ - ..._ (P3.-I C. x� - 'a .. Ss -M�: a =Mr3" Product Approval Method 2 "Simplified Tile Calculation Per Table Below" Required Moment of Resistance(M,)From Table Below 3- A _ Product Approval Mf e � Mf Required Moment Resistance* Mean Roof Height--1► Roof Slope 15' 20' 25' 30' 40' 2:12 34.4 36.6 38.2 39.7 42.2 3:12 32.234.4 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 30.6 32.4 7:12 24.4 25.9 27.1 1 28.2 1 30.0 *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3.Compare the values for F'with the values for Fr. If the F'values are greater than or equal to the Fr values,for each area of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" (PI: x 1: = x w:=_)-W: x cos 0: - =F,, Product Approval F' (P2: x 1: - x w:=-)--W: x cos 0: - =Fr2Product Approval F' (P,: x 1: = x w:=_)--W: x cos 0: =F,3 Product Approval F Where to Obtain Information Description Symbol Where to find Design Pressure P1 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 6 Job Site •• .•• Aerodynamic Multiplier A Product Approval • • • • • • • • • • Restoring Moment due to Gravity M9 Product Approval ' •• • • • • ••• • Attachment Resistance M, Product Approval •• ••• •• • • Required Moment Resistance M, Calculated Minimum Attachment Resistance F Product Approval Required Uplift Resistance F, _ Calculated • • • ••' • • Average Tile Weight W Product Approval •• . • • • Tile Dimensions 1 length Product Approval ••• •0 s•e ••e ;• • • tv=%-Adlh _ • All calculations must be submitted to the Building Official at the time of permit application. ••• • • • • ••• • • •• •• • • • •• •• ••• • • • ••• • CHAPTER 16,SECTiCd+N 1864 HIGH VELOCd1TY HURRICAME ZONOS R941WRE® O4RfMERS NOpMCAWOM FOR ROOFING CON&DERA1 ONS 1524.11 Scope. As it pertains to this section,it is the responsibillty 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 previsions of Chapter 15 of the Florlda Building Code,Bullding govern the minlmurri requirements and standards of the industry for roofing system installations. Additionalfy,the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initials in the designated space Indicates that the item has been explained. 11 e AcEWheffc9-Wovkmansh6p ., The workmanship provisions of Chapter 15(High-Velocity Hurricane Zone) are forfhe purpose of prQvidfng the roofing system meets the wind resistance and water Intrusion performance standards. Aesthetics(appearance) are not a conslderatlon with respect to workmanship previsions. 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. o Ron alding wood{decks; when repiacing'rooffng,the exlstfng wood roof deck may have to be renailed in accordance wifh current provisions of Chapter 16(High-Velocity Hurricane Zones) of the Florldcx eullding Coder Building. (Tl•re roof deck is usually concealed prior to Removing the existing roof system.) 3e Common roots. Common roofs are those which have no visible delineatfon between neighboring units(ie„townhouses,condominiums,etc.). In buildings with common.roofs,the rooffng contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 9e-e'4-. Exposed ceflings. Exposed,open beam ceilings are where the underside of the roof decking-can be viewed from below. The owner may wish to maintain the archifecturar appearance,therefore, roofing nail penefrafions of the underside of the decking may not be acceptable. The owner provides the option of maintaining this appearance. a Pon ding water. The current roof system and/or deck of the building may not drain well and may cause water to pond(accumulate) in taw lying areas of the roof. Ponding can be an indication of structural disfress'and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditlons may not be evident until the original roofing system is removed. Ponding conditions should be corrected. �e OvetHow suppers(WaB ouf ols)o It is required that rainwater flow off so that the roof-is not overloaded from a buildup of water, Perimeter/edge walls or other roof extensions may block this discharge if'overflow scuppers wall outlets)are not provlded. It may be•necessory to install overflow scuppers in accordance with the requirements of:Chapters 16 and•16 herein and the Florida BuYding Code,Plumbing. 7. Veanfliallo n. Most roof structures should have some ability to vent natural afrflow through the interior of the structural assembly(the building itself). The existing amount of attic ventilation shall not be reduced. Excep lison. Attic spaces,designed by a Florida licensed engineer or registered a itecf to eliminate the attic venting,venting shall not be required. owner's/Agen 's ignature Date onfractor's e •• : . .• • •• ." • For ii AB-�.��(page 2 of 7)New 3/16102 ••• . . . SECTION R4402.14 HIGH VELOCITY HURRICANE ZONES—UNIFORM PERMIT APPLICATION Florida Building Code Edition 2010 High Velocity Hurricane Zone Uniform Permit Application Form INSTRUCTION PAGE -' COMPLETE THE NECESSARY SECTIONS OF THE UNIFORM ROOFING PERMIT APPLICATION FORM AND ATTACH THE ........... ......... . ........... ... REQUIRED DOCUMENTS AS NOTED BELOW: Roof System Required Sections of the Attachments Required Permit Application Form See List Below Low Slope Application A,B,C 1,2,3,4,5,6,7 Prescriptive BUR-RAS 150 A,B,C 4,6,6,7 Asphaltic Shingles A,B,D 1,2,4,6,6,7 Concrete or A,B,D,E 1.2.3.4.6,6,7 Metal Roofs A,B,D 1,2,3,4,6,6,7 Wood Shingles and A,B,D 1,2,4,6,6,7 Shakes Other As Applicable 1,2,3,4,6,6,7 ATTACHMENTS REQUIRED: 1. Fire Directory Listing Page 2. From Notice Of Acceptance: Front Page Specific System Description Specific System Limitations General Limitations Applicable Detail Drawings 3. Design Calculations per Section R4403, or If Appli1Abl#,*"8,1X oc • RAS 128 4. Other Component Notice of Acceptances 6. Municipal Permit Application 6. Owners Notification for Roofing Considerations JIR:e�-��qiOiptr C�1.k) 7. Any Required Roof Testing Calculation Documen6tid'in :90 000 0% Toperty Search Application-Miami-Dade County http://www.rniarnidade.gov/propertysearch/#/report/sumTnary I OFFICE 0`1 F PH"PERTY APPRAISER Summary Report Generated On:6/26/2015 Property Informations'. Folio: 11-3206-014-2860 Property Address: 9530 BISCAYNE BLVD Owner ARTEMIO CUESTA&W IBIS 9530 BISCAYNE BLVD "_� Mailing Address MIAMI SHORES,FL 33138-2537 cya Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY:1 UNIT o-"- ;,. `� Beds/Baths/Half 312/0 Floors 1 s f ' Living Units 1 .. Actual Area Sq.Ft Living Area Sq.Ft 01�q rP" Adjusted Area 2,149 Sq.Ft Lot Size 8,255 Sq.Ft Taxable Value Information Year Built 1981 2015 2014 2013 Assessment Information County Exemption Value $50,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value $91,585 $90,462 $88,387 Land Value $168,402 $119,285 $95,428 Building Value $170 7 $167,558 $168,772 School Board Exemption Value $25,000 $25,000 $25,000 XF Value $0 $0 $0 Taxable Value 1 $116,585 $115,462 $113,387 Market Value $339,162 $286,843 $264,200 City Assessed Value $141,585 $140,462 $138,387 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value $91,5851 $90,462 $88,387 Benefit Type 2015 2014 2013 Regional Save Our Homes Assessment Exemption Value $50,000 $50,000 $50,000 Cap Reduction $197,577 $146,381 $125,813 Taxable Value $91,585 $90,462 $88,387 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Exemption $25,000 $25,000 $25,000 Previous OR Homestead Price Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Sale Book-Page Board,City,Regional). 05/01/1994 $130,000 16426-0003 2008 and prior year sales;Qual by exam of deed Short Legal Description 07/01/1993 $ ttOM(I)Q10 Quft seem of dsed MIAMI SHORES SEC 3 PB 10-3720b8 Znjwvr agar sales;Qual by 09/01/1988 $110,004 R3$�9�161 exam of let ��• LOT 2&TRIANG PORT LOT 1 DESC-BEG SELY COR LOT 1 NELY 06/01/1979 $22,000 10450-1892 2008 and prior year sales;Qual by • ••• .+ exap of deed 25FT NWLY TO SWLY COR SELY 130FT : . ; ; • . • TO POB BLK 75 ,+; • • + • : •' �' ; • • ..• • The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Mami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.m!amidade.govflnfo/di5oja4mej.asp Version: o i•.•: : : • • • • 1 of 1 6/26/2015 12:05 PM OM•DAD MIAMI-DADE COUNTY t PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT(DNC) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) rvrvry.nrit�uiidade.$nvlUulldio8! Eagle Roofing Products LLC 1575 East C.R.470 Sumteiville,FL 33585 ;SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County 13NC-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AT-IJ), This NOA shall not be valid after the expiration date stated below,Tile Miami-Dade County Product Control Section(1'n 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 AHS may immediately revoke,'modify, or suspend the use of such product or material within their jurisdiction. BNC 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:Malibu Concrete Tile LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted heroin. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change In the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. .ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall bo 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 BuilZlni•g dMidal .'. •• This renews NOA 006.0526.09 and consists of pages I through 7. +•• The submitted documentation was reviewed by Alex Tigera. �� ••` •�• r•• • • W&DADECOUNTYM >�xpiratibnl3r�te:10 /16 Appr6al Dat�90 /41/11 Page 1 of 7 ROOFi NG ASSEmBLY APPROVAL Category: Rooting §ub Cak oi1: Roofing Tiles ateriall Concrete I. SCOPE: This approves a system using Bagle Roofing Products Malibu Concrete Roof Tile, as manufactured by Eagle Roofing Products LLC in Sumterville,FL.and described in Section 2 . of this Notice of Acceptance. For locations where the pressure requirements,as determined by applicable Building Code does not exceed the design pressure values obtained by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2.PRODUCT DESCRIPTION: Manufactured by Test Proallet Applican Dimenslous NNRecifteations Descrintlon Malibu Concrete Tile 1= 17" TAS 112 Low profile,interlocking,high pressure w= 121/x" extruded concrete roof the equipped with %"thick three nail hole and double roll ribs, For direct deck or battened nail-on,mortar or adhesive set applications. Trim Pietas 1=varies TAS 112 Accessory trim,concrete roof pieces for w=varies use at hips,rakes,-ridges and valley varying thickness 'terminations. Manufactured for each the profile. ' • •••401No.:11;011401 MfAMIDA ECo TY ••: :' l�x�lratl1bite! 1*116 Approval Dafet%5/f2/11 Page 2 of 7 2.1 EVIDENCE SUBMITTED: Test Agency Tesi dentifier Test Name/R0 ort Date PRI Construction Materials PRI06178 TAS 112 08/23/06 Technologies Rediand Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix II TAS 108(Nail-On) Redland Technologies P0402 Withdrawal Resistance Testing of screw Sept. 1993 vs,smooth shank nails The Center for Applied 94-060B Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Sot) Redland Technologies P063I-0I Wind Tunnel Testing July 1994 TAS 108(.Mortar Set) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Professional Service 224-47099 Physical Properties Sept. 1994 Industries,Inc, TAS 112 The Center for Applied 25-7094-1 Static Uplift Testing Oct.I994 Engineering,Inc. TAS 102 (4"Headlap,Nails,Direct:Deck,New Construction)0 The Center for Applied 25-7094-7 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4"Headlap,Nails,Battens) The Center for Applied 25-7094-4 Static Uplift Testing Oct. 1994 Engineering,Inc. TAS 102 (4"Headlap,Nails,Direct Deck, Recover/Reroof) The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-76 TAS 100 The Center for Applied 25-7183-1 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 1.02 (2 Quik-Drive Screws,Direct Deck) The Center for Applied 25-7183-2 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Qelic-1��vaS$re��s�13atters�. . .. . . . . ... . • ••' ••• :10$No.:11-0321.01 •• MIAMt•DA kC N7'1f . Eysplrijt*Date:10/0546 U ' •• ••• ••• IVpr6j91 Date-. 05/12/11 Page 3 of 7 ... . . . . ... . . . . . . . . . . . . The Center for Applied 25-7214-2 Static Uplift Testing March, 1995 Engineering,Inc, 257214-6 TAS 102 - - (1 Quik-Drive Seredv,Direct Deck) (I Quik-Drive Screw,Battens) Celotex Corporation 528454-2-1 Static Uplift Testing Sep. 1998 Testing Services 520109-2 TAS 101 Dec. 1998 Walker Engineering,Inc. Evaluation Two Patty Adhesivo Set System April 1999 Calculations Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Iric. Evaluation 25-7094 February Calculations 1996 Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December Calculations 25-7804b-8 1996 25-7804-4&5 257848-6 Walker Engineering,Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engineering,Inc. Calculations Restoring Moment Due to Gravity Sep.2006 3. LINMATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set file applications,a static field uplift test in accordance with TAS 106 may required,refer to applicable building code. 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 shalt 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 underlaytnent material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements Qhall be in compliance with applicable building code. •• ..• s • • • • •- • •• • • • • •.• • •o. •:• ••: .•. PJ04,No.:11-0321.01 •• : • : : . Ex#Ir$tI4n Date:14/05116 K122MIAM K DEC UN .•: i' ..• •• pk Sy�l bete: 05112/11 � 1 .Page 4 of 7 0 00• • • • • • • • • • 4. XNSTALLA A ION 4.1 Eagle Roofing Products LLC Malibu Concrete Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118,RAS 119 and RAS 120, 4.2 Data For Attachment Calculations Table 1: Average Weight(W)and Dimensions(I x w) Tile Profile Welght-W(lbf) Length-[(ft) Width-w(ft) Malibu Tile 9.6 1.497 1.44 Table 2: Aerodynamic Multipliers -X I fe Tile I(ft) X(ft3) Profile Batten Application Direct Deck Application Malibu Tile 0.306 0.282 Table 3: Restoring Moments due to Gravi -M ft-lbf Tile 3":12" 4"A2" 5"•12" 6"12" 7,,12" or Profile greater Malibu Tile Battens Direct Battens Direct Battens Direct Battens I Direct Battens Direct Deck Deck Deck. I Deck Deck 6.30 1 6.66 6.29 1 6.64 6.08 6.41 5.93 6.26 6.77 6.08 Table 4: Attachment Resistance Expressed as a Moment-Mr(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 45/32" (min. 1913211 plywood) plywood) Malibu Tile 2-10d Ring Shank Nails 27.8 37.4 28.8 1-10d Smooth or Screw 818 11.8 4.1 Shank Nail 2-10d Smooth or Screw 16.4 21.9 7.9 Shank Nails 1#8 Screw 26.8 25.8 22.9 2#8 Screw 47.1 47.9 49.1 1-10d Smooth or Screw 24.3 24.3 24.2 Shank Nail Field Clip 1-10d Smooth or Screw 19.0 19.0 22.1 Shank Nail Bave Clip) 2-10d Smooth or Screw 35.5 36.5 34.8 Shank Nails Field CII 2-10d Smooth or Screw 39.931.9 $2.2 Shank Nails l=ave Clip) '• '• •- 2-10d Ring Shank Nails 43.0 ..' ..: •.: T.6. 60.9 1 Installation with a 4"tile headlap and fasterners are located a m1n.of 2W from head of tile. ••• •:• ••: .•. :NVANo.:11-0321,01 •• : . .• .Hxp1r931*Date:10/05/16 IAMI DARE COU G O: :• ••• &90 J Fpr Date: 05112/11 Page 5 of 7 ... . . . . ... . . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Table 6: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Tiro Patty Adhesive Sat Systems Tile Tile Application Minimum Attachment Profile Resistance Malibu Tile Adhesive 28.1 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TlleSond Average welght per patty 11.4 grams. Pal oaln Product,Inc.Average vrei ht per pat! S grams. Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single_Pgty Adhesive Sat Systems Tile Tile Application Minimum Attachment Profile ' Resistance Malibu Tile Pol foam Pol ProTM 86.51 Pol foam Pal Pro"M 46.6 4 Large paddy placement of S4 rams of Poi Pro 04. 4 Medium paddy placement of 24 rams of Poi Pro*rhl. Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar$et S stems Tile Tile Attachment Profile Application Resistance Malibu Tile Mortar Set 20.60 5. LAmuxG All tiles shall bear the imprint or identifiable inarking of the manufacturer's name or logo (See Detail Below} or following statement: "Miami-Dade County Product Control Approved". -EA G- LE7.. a FLORIDA MALIBU CONCRETE ROOF TILE LABEL,4uQ4V4vU,L4 Pl,A;1T .• (LOCATED ON UND)IRSIDE 8F` $E; ••• •�• ••� �•• �1Q,h jdo.:l1-0321.01 MIAM• of CO N7Y ••• • • •• i i YxpjfatjoiCDate:10/05/16 r .. ;• •.• ••• ApprovW'Date. 0SAV11 Page 6 of 7 • • • • • • • • • • • •• •• • • • •• •• 6. BUILDING PERMIT REQMREMEi NTS: 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 Building Official or Applicablo building code ill order to properly evaluate the installation of this system, PROFILE DRAWING . Wk _i774 ' MALBRU CONCRUTE Rom TILE END Or, THIS ACCEP'T'ANCE .. ... . . • . . •• . .. . . . . ... . .. ... .. . . . .. 0.0 •:• ••: •••000 fradolt 10105116 SPA;rovafDate:�05/12/11 Page 7 of 7 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 2 MIAMI, bYYAt6I1-OAYDE COUNTYPRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE AD'MIN'ISTRATION DIVISION Miaml,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (MOA) �sn�iv.ruia;nldadc.t uyluera Owens Corning One Owens CorningPai•krvay Toledo,OH 43659 SCOPE: This NOA is being issued under the applicable Hiles and regulations governing the use of construction materials.Tine 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 sliall not be valid after the expiration date stated below.The 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 Miaiini-Dade County Product Control Section that this product or material fails to meet(lie 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: WeatlierloeV Specialty Tile&Metal Underlaynient LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as all endorsement of any product, for sales,advertising or any other purposes sliall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. go This renews NOA#09-0908.06 and consists of pages I through 3. : . .. . . . . ... . The submitted documentation was reviewed by Alex Tigera. s e• 000 00 •0• 0 0 go• . . . . .. . . . . . . . •.i ;• . . . . :.. '.4NOA No.: 12-0309.03 MIAMI-DADECoExpiration nate: 07/31/17 Approval Date: 07/05/12 Page 1 of 3 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . R.oOFING ASSEMBLY APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS TRADE DAMES OF PRODUCTS MANUFACTURED OR LABELED By APPLICANT: Test Product Product Dimensions Snecittcatiou Description WeatherlocO 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,NH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Underwriters Laboratories,Inc. R14610 Follow up Service 03/28/02 TRT-Arcon,Tue. 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 (H) 07/30/02 PRI 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 APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated,new construction Deck Description: 15/32"or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 266 Type Il or ASTM D 2626 with a minimum 4"side lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c.at the laps and two staggered rows 12"o.c. the field of the roll. Membrane: One or more plies of Weatherlock®Specialty Tile&Metal Underlayment with a mininnlm 4" side lap and 6"end lap.Place the first course of membrane parallel to the eave,rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied. Vertical strapping of the roof with 11- &tftEClopk®SAA,igit}.Tjle•&Metal Underlayment is acceptable. •• ... •• ••• •• • • • •• Surfacing: Approved for Adhered Roof Tile,Mechanically Fastened Roof Tile,Metal Roofing,Wood Shake&Shingles,and Asphaltic Shingle gseipbi ies. ••• • .. . . . . . . . . . ••: •.• •.• :.. •.•NOANo.: 12-0309.03 so* law Expiration Date: 07/31/17 so* f ••• ..• ;Approval Date: 07/05/12 • • • Page 2 of 3 . . . . • . . . . . • •. .. . . . .. .. ... • . . ... . . L MITATIONS: 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 underlaytnent. 5. Weatherlock® Specialty Tile &Metal underlayinent 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 hi the Notice of Acceptance. If Weatherlock'Specialty Tile&Metal underlaytnent 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, wild uplift resistance, and fire testing results. 10. All nails in the deck shall be carefully checked for protruding heads. 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,rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 12. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to overlap areas. 13. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 14. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Weatherlock Specialty Tile&Metal underlayment shall be applied over the underlaytnent. 15. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code 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 name or logo and the following statement: "Miami-Dade County Product Controf lAgiWiDd; Voie hlialni<Dade County Product Control Seal as shown below. • •• • • • • ••• • . . .. ...• ..• .• . . .. MIAMbDaDE COUNTY ,...� END OF THIS ACCEPTAWit ; ••• • •• . . . . . . . . • . .. . . . . . . . • ' •NOA No.: 12-0309.03 MIAM!•DADECOUNTY 'Expiration Date: 07/31/17 e •.. • •.• Approval Date: 07/05/12 • ' Page 3 of 3 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M1ANlit a AIIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTlIENT OF PERlIITTING,ENArIROTIAIENIT,AND REGI.TLATORY AFFAIRS(PER,i) €1805 SW 26 Strcel,Room 268 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)31S-2599 NOTICE OF ACCEPTANCE (NOA) ++}.++'.n�lamidade.eoelhera 3M Company 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 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 Mianni-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MTM 2-Component Foam Roof Tile Adhesive 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 Inas been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of tine product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jab site at tine request of the Building Official. This renews and revises NOA# 11-0124.04 and consists of pages I through 7. The submitted documentation was reviewed by Alex Tigera. •• ••• •• . .. • . • . ..• . NOA No.: 12-0228.18 • 000 ••• • Cxpiration hate:05/10/17 MIAMIMADE COUNTY • i •• : Appro§aQ)•ate:05/10/12 �: i• i • i i • i s Page 1 of 7 ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• 009 • •• •• ••• • • ••• • • ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof the 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 attaclunent 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 Pi-oductDesen•intion Specifications 3MTh'2-Connponent Foam N/A TAS 101 Tivo component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam 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-I60 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Pr-operty Test Results Density ASTM D 1622 1.6 lbs./ft.' Compressive Strength ASTM D 1621 18 PSI Parallel to rise 12 PSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise Water Absorption ASTM D 2127 0.08 Lbs./FO Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change a -40'F.,2 weeks +6.0%Volume Change @ 158T., 100%Humidity,2 weeks• ..• . • • • • •• Closed Cell Content ASTM D 2856 S6°l . .. . . . . ... . . . • . . • .. ... .. . . . .. NOA No.: 12-0223.18 • ••• ••• . Expiration Date:05/10/17 MlAMIDAD+COUNTY : ' : .' Appro�ral: &e:05/10/12 ': :• ' : • : : ' •' : :Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to nornnal 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 25-7438-71 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[I] 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 03/02199 520109-2-1 LIMITATIONS: 1. Fire classification(is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MT11'2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high the profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 120. 4. Roof Tile manufactures acquiring acceptance for the use of 3MT°'2-Component Foam Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance with TAS 101. 5. Roof Tile manufactures acquiring acceptance for the use of HANDL-STICK roof tine adlhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. F _ W 2 F'= ms . .. . . . . ... . NOA No.: 12-0228.18 • ••• ••• • Expiratbn,•gate:05/10/17 MIAMI•DADI COUNTY i • i •• i i ApprolaMite:05/10/12 •i i• • i • i i •• i ;Page3of7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION: 1. WTI,'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. 3Mni 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 3MT1,1 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 ill compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MT11'2-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 3MTNi 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 RTFI000 dispensing equipment is required before application of any adhesive. The mix ratio between file"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. 3MT"r 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF 1000 or ProPack®30& 100 dispensing equipment only. 7. 3MT11 2-Component Foam Roof Tile Adhesive AH-160 shall not be exposed permanently to sunlight. 8. Tiles must he 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. 9. 3Mn'2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placenient Details'herein. Each generic the profile requires the specific placement noted herein. Table 1: Adhesive Placement For Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Two Paddy Weight per Min.(grams) paddy Min.(grams) Flat,Low,High Profiles #1 35 N/A High Profile(2 Piece Barrel) 41 I7/side on cap and 34/pan N/A Flat,Low,High Profiles 92 24 N/A Flat,Low,High Profiles #3 8 .. ... . . . . . .. . .. . . . • ••• . .. ... .. . . . .. NOA No.: 12-0228.18 + •+• ••• • r lratlen Dnte:05/10/17 MIAM I-DADE COUNTY ••• i • ••• i :ppl' vW)Je:05/10/12 UTIM)Raw • •• • • • • • •••Page 4 of 7 ••• • • • ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• s• LABELING'. All 3MT112-Cornponent Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT RE,QUIRE,MENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Rag through ptastic cement Paddy(BerzzlhT@eJ Rall through plastic cement Daddyt0enaath TdeJ Undedayment Undedaymenk 1101 in - 10 in. 21n EsweCo�re e Fascia EatieCo>rse r Fascia SYaeptdte Eavecourse ow. Exracoursaonty: Eno dosure Eava More Keepga4stveappror. KeapadhoWapprox. Ddpe48 4ln.uphomweapholes 410 up9romweephotes Rall through plastic cement Pad? eneath TOao onal2xfs for 1 J iJ Place snaugh adhesive to achieve 97 to 23 l}ndedaymen! squareInehesInconiactuiththepantHo steappitchapp5wNens Rag Uuoughp:as0ccsmen! 2)Turn eoversupsidedown.Placeadhaslve 112 in. To I Im From outside edge of over dle. Then instA tha ft o Undertaymenk fOM. 21n. --- o un MW EM Cbsure Romar _ Keepardlaesiv law 41rm Fascia tsheathing fromAvepholes of the nave SMrtee COYef iTe. Awtomoodomeof �p0anat panties,Emureaaveerdof Pdntuppflorlar panandcoverbles ata on IongguGnal fiushatss,eEna. edgesolWz Eavatbsure Weephda Fasal80 r (martarshaunJ •• ••• • •• • • • • ••• • NOA No.: 12-0228.18 ••• • • •• ••rxph-a11Q11 Phle:05/10/17 rtlarfk•nao> courfry • • • + •A 3 r yhl pale:05/10/12 e a •: :. • : • : : l:. *Page5of7 •• •• • • ••• • • • • • • • • • • • ••• • • •• ••• ••• • •• •• ••• • • ADHESIVE PLACEMENT DETAIL 2 SiNGLE PATTY Nall through Plastic cement Paddy(Beneath Tile) Nall through plastic:cement Paddy(Beneath Tile) Undedayment 2 In. NNE Eave Cowe Fascia Fastla Weephola Eve Corse Eave closure Fave Closure Drip edge Nall through plastic cement Paddy(Beneath Tile) Undeflaynatnt Eaveclosve Eamw Ow rswe Fascia ••• • NOA No.: 12-0228.18 %xpirati(Oi IDAV: 05/10/17 :AUpro vft1 124:05/10/12 ••• ••TageGof7 ••• ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nall through plastic cement Single paddy under Ute (behveeri tile) Undettaymeal Single paddy between tile Paddy 2 In.x 7 In.medlum 0 (under tile} sizapaddyeave course only IRA, Single paddy ..... (RI-31-1th X31n, alai under UIV. x 3 . 4 In2 In, Single—is paddy on In. 41n. Slagle . under• paddyan layment under. Payment Slagle paddy Fascia Ea 0 course on top of the Weephole Single paddy 107tn.medium Course Faye closure on top of the size paddy eave % UorUP edge Fascia course only Halt through plastic cement Single paddy undertile Single paddy behyeen the pl-In. x 3 In. 4 In. Single paddy on undedayment 26, Single paddy Eaveclosuro on top of tile 2 Im x 7 In.medium size paddy eave course only Faye Come Fascia END OF TMS ACCEPTANCE 000 .0: 00: 9.0 .00 NOA No.: 12-0228.18 000 *:0 00: •*Fx0rnt10 URte:05/10/17 hilAMtaADEcoUNTY 0 00 •: •. •00 : :Alj1 )roVff1 11alt:05/10/12 00: :0 000 0.0 :.0 0,Vnge 7 of 7 0:0 : : : : 0:0 : • : : 0 : :G: : : 0 • 0:0 :0 0: •000 0:. •:0 •