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RF-13-1261 �.- Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-192998 Permit Number: RF-6-13-1261 Scheduled Inspection Date:August 28,2013 Permit Type: Roof Inspector: Naranjo, Ismael Inspection Type: Final Roof Owner: MCLAUGHLIN, BRENT HURSEY AND Work Classification: Tile/Flat WAOCIJ Job Address:125 NW 107 Street Miami Shores, FL Phone Number 3051759-0429 Parcel Number 1121360100140 Project: <NONE>. Contractor: PAUL BANGE ROOFING, INC. Phone: 3051981-7663 Building Department Comments Infractfo Passed Comments RE-ROOF TILE AND FLAT INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. August 27,2013 For Inspections please call: (305)762-4949 Page 9 of 45 Phone 954-784-2941 800-848-1919 -gusligig LA eder Fax 954-784-7875 & TESTING250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.com August 22,2013 Order#13-2329 Paul Bange Roofing 7000 SW 21"Place Davie,FL 33317 RE: TAS-106 TILE UPLIFT TESTS Proposed Roof/McLaughlin Residence Permit#RF-6-13-1261 125 NW 107`h Street Miami Shores,Florida Dear Sirs: 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 August 22, 2013 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 Concrete Tile Foam Set. The pitch of the subject roof is 3/12. Our field engineer visited the site and conducted 46 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 Result 1 -8 Comer See Attached Diagram >35 pounds Passed 9-29 Field See Attached Diagram >35 pounds Passed 30-40 Perimeter See Attached Diagram >35 pounds Passed 41 -46 ggram >35 pounds Passed Keith LeBlanc,P.E. Federal Engineering&Testing,Inc Florida Reg.No. 59394 ,0011, (M� MIAMPDADE • Construction Material Army Corp American Concrete Miami Dade Florida Department Engineering Council of Engineers Institute County of Transportation r � Page 2 8/22/13 125 NW 10"Street Miami Shores,Florida 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. Federal Engineering&Testing, Inc is a third party 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. 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,please give us a call. We would be pleased to help in any way we can. It has been a pleasure working with you and look forward to doing so again in the near future. Sincerely, d� Keith LeBlanc, P.E. Federal Engineering&Testing,Inc Florida Reg.No. 59394 Certificate of Authorization#5471 Miami-Dade County Certification# 11-0407.01 � f "V 271 4- I J I L 1 1 A, L 1-7 A=O.lW=0.1x461-4.61 A=OAH=0.4x12l=4.81 Perimeter Dimensions=5.01 Corner area=200 S.F.-8 tests Field Sketch Perimeter area=690 SA-21 tests Field S] Field area=1210 S.F.-11 tea 0 104 Total Ridge Cap"test Not to Scale 125 NW 107th Street Miami Shores, FL Miami Shores Village JUN 0 7 2093 Building Department r. 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. q_�p I PERMIT APPLICATION Master Permit No. FBC 20 to Permit Type:BUILDING /ROOFING _ OWNER:Name(Fee Simple Titleholder): kJi Avrlrr - !J one#: 3D 5 —q71 UP P7 Address: fiH f5t City: !. a!LL a State: 6' G Zip: Tenant/Lessee Name: 1 LL Phone#: Email: bm.e'1"VGukt o C�hat/V�t!&. a 1'S JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Il i213fo-®10`40/416 Is the Building Historically Designated:Yes NO Flood Zone: CONTRACTOR:Company Name: W Phone#: �� Address: _ City: State: Zip: Qualifier Name: 1 ) a Phone# State Certification or Re 'stration#: Certificate of Competency# Contact Phone#: d Email Address:Sw1we p l)1 ayOW902 DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$-16 , Square/Linear Footage of Work: 9 . Y si Type of Work: ❑Addition ❑Alterations l❑New ❑Re air/Re lace ❑Demolition D 'ption of Work: •yam , . Submittal Fee$-57L)- �� 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$ L 1 Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMN ENCEMENT:' Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature i Owner or Agent C n�cfor The f oing instrument was acknowl g before me this e f goin instrument was ackno ged e me this day of 20 b +of ,20,1 by who' rsonally known to me or who has produced who is y o to me or who has produced 49699 as identifica' n and who did take an oath. a TO As identification and w®� �®®® NOTARY PUBLIC: ®®®���0 m®®°®®®®®o.�9,Si�s� NOTARY PUB n Si gn \ MtSg •oe��,®� ® N:.1 Sign: e -rF• m sxm Print: .'e.- o a Print: • m cn: m o Q'w o Myc SlO� • �/ m^'9® ®ogdad%0�e m�o�Q My Commission Expires: mmis m A®��,C,�m® �?". m,u •••'o�.>°` ®���®��%r STATE APPROVED BY �� �� Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) CERTIFICATE OF LIABILITY INSURANCE DATE(MM)DDIYYYY) 4/12/2013 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 CNAMEACT Denise Page Frank H. Furman, Inc. PHONE t954)943-5050 FAC No);(954)942-6310 1314 East Atlantic Blvd. AODREW. enise@fuxmk ninsurance.com P. 0. BOX 1927 INSURER(S) AFFORDING COVERAGE NAIC of Pompano Beach FL 33061 INSURERA:Steadfast Insurance Company 6387 INSURED INSURERB.-North River Insurance Company 1105 Paul Bangs Roofing Inc. and BD & M Trucking INSURER CBrid afield Employers Ins Cc 10701 7000 SW 21st Place INSURER D: INSURER E: Davie FL 33317 INSURER F: COVERAGES CERTIFICATE NUMBER:13-14 Liab & WC 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 BR POLICY NUMBER MMO/LIDD EFF MIDD EXP LIMITS im LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 100,OOO A CLAIMS-MADE OCCUR X X 3LO550915501 /19/2013 4/19/2014 MED EXP(Any one person) $ 5,000 PERSONAL&ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X PRO LOC $ AUTOMOBILE LIABILITY COMBINED ccid (SINGLE LIMIT 11000,000 Ix ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED X X 337327361 /24/2012 /24/2013 BODILY INJURY(Par accident) -$ AUTOS AUTOS HIRED AUTOS X NON-OWNED PPB�a dantDAMAGE $ PIP $ 10,000 UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MAD AGGREGATE DIED RETENTION $ C WORKERS COMPENSATION X WC STATUS S1 OTH- AND EMPLOYERS LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? 083032424 6/16/2013 6/16/2014 E.L.DISEASE-EA EMPLOYE $ 500,000 (Mandatory In NH) If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores Village Building Department 10050 NE 2nd Avenue AUTHORIZED REPRESENTATIVE Miami Shores, FL 33138 Dirk DeJong/DP ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 t2nlrmi ni Tho Arnan name and Innn arc ron)etcrad martre of Ar'npn Miami shores Village �•�� Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (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: r - Z9_ 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: vi-* ' wtvx Property Address: t2 D`'ATE I Roofing Permit Number. Dear Building Official: I fQy—A—� -02AAII ertify that I am not required to retrofit the roof to wall connections of my building because: The 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 1994 edition of the South Florida Building Code(1994 SFBC) A, � - Signature Print Name State of Florida County of Dade �trt�t�oettfi�q�i The undersigned, being the first duly sworn, depose and says that he/shoe is the owner for the ab S ed. Sworn to and subscribed before me this day o /� J `'�ach a,�oA o' �*e rnR" �• �117632 Nota ry Public, Sate of Florida at Large %`�Gd �;:oQO` • When the just valuation of ttre structure for pu of ad valorem on Is equal to or more than$300,000.00,and the building was not constructed wfth FBC nor a 1994 SFBC.Then you must provide a building application from a eneral contractor for the Roof to Wall connection Hurricane Mitigation. Revised on 5P11YM Miami-Dade My Home Page 1 of 1 r In —� 1 My Home _ MIAMI DADE) a INS Show Me: P —I Legend roperty Inform ation...........v - ; _ t Search By: ;� _ ,' �,� Property. i � Boundary S_el ect Item v ',� I, Y �e� �` r selected Property ®Text wiv, li m aN1149Tk ST r it "4s u. +� Property Appraiser Tax Estimator s y r Street " Highway Property Appraiser Taxi y ,N 4 z Miaml-Dade r� Comparison �, ,�' a fI l County 3. Portability S.O.H.Calculator � - Water s mary Details alto No.: 11-2136 010-0140 F K w ro 125 NW 707 ST 11 c f� " w. ailing RENT HORSEY- k _ ddress: CLAUGHLIN&W KAREN 125 NW 107 ST MIAMI i HORES FL 168-4308 q, a Prope rmation: . aIw WT."sI rimary Zone: 0800 SGL FAMILY- -�r z 1701-1900 SQ ,�+ 0001 RESIDENTIAL- i.. LUC: INGLE FAMILY s,/Baths: 2 loons: 1 Aerial Photography-2012 0 112 ft Units: 1 d I oota e. 1586 of Size: 150 SQ FT ear Built 1950 UNNINGS MIAMI My Home I Property Information I Property Taxes HORES EXT 6 PB 51- I My Neighborhood I Property Appraiser egal 1 LOT 14 BLK 212 LOT ascription: IZE 75.000 X 122 OR Home I Uslna Our Site I Phone Directory I Privacy I Disclalmer 19817-2277 07 20011 R 19817-2277 070100 - Assessment information: ear: 2012 2011 If you experience technical difficulties with the Property Information application, Land Value: $50,143 105 or wish to send us your comments,questions or suggestions Ildfi Value: $121 485 129 80 please small us at Webmaster. Market Value: $171,608 235,251 ad Value: $162,509 158,23 Web Site Exem tion Information: ®2002 Miami-Dade County. We-ar. 2012 2017 All rights reserved. o estead: $25,000 $25,000 nd Ho estead: YES YES Taxable Value Information: Year: 2012 2011 Applied Applied axing Authority. Exemption/ Exemption/ Taxable Taxable Value: Value: egional: $50,0001 $50,000/ $112.509 $108,237 aunty: $50,0001 $50,000/ $112,509 $108,237 Cfty: $50,000/ $50,000/ $112,509 $108,237 drool Board: $25,000/ $25,000/ $137,509 $133,237 Sale Information: h"-//Pi-,;img2,miamidade-gov/mVhome/l)ropmap.asp 5/28/2013 DAVIE:954-792-ROOF(7663) (�j�� �j�J� STATE CERT.CC C033691 N.BROW:954566-ROOF(7663) """ """'9e LICENSED AND INSURED S.BROW:954981-ROOF(7663) R04" 7000 S.W.21 ST PLACE DADE:305-981-ROOF(7663) r DAVIE,FLORIDA 33317 FAX:954-964-ROOF(7663) 9rw• Member of 1-877-981-ROOF(7663) rD1DSSAr Better Business Bureau PROPOSAL SUBMITTED TO DATE_ ON; ..icy (- NAME C JOB NAME ll_ 'L® 1 STREET �q STREET CITY TE CITY STATE ZIP R We hereby submft speciflcaUon ernI estlmete for Z F P.WORK FIBERGLASS/MODIFIED Remove existing roof to a clean workable surface and ❑ Install# base sheet as per code. ,�.,�dis se of debris. ❑ Install z pays of ply fV figerglass'felt lid Replace rotten sheathing at$ 1_1'r per foot ❑ Install 73�JC�� WVI S in.eave drip metal. (Pywood replaced by square fL)IoO t-P ReF,11 � r V�/ ❑ Install mineral surface rI p sheet. tall new lead flashing to all plumbing vent stacks. ta11 new 26 gauge 16°galvanized metal to all METAL valleys and tie-ins. ❑ Install# N, fire barrier. jg�Ekposed )K Not Exposed �j o�(R?cfQ$cI& 0 Install under layment ❑ Type of roof to be removed L-1 kW : }. 0 Install eave drip metal. • ❑ Install metal roof. SHINGLES TILE , ( C� ❑ Install base sheet ❑ Install# c�C� base sheet' ❑ Install in.eave drip metal ❑ Install :3 3` i.AI)re in.eave drip metal. ❑ Install figerglass fungus resistant shingles. ❑ Install �.� ®Q_sje ile underlayment ❑ Mfg. Color ❑ Install the set In - , ❑ Repairs IQ L� e r,c�udeS � ct� � tll�1(� ��1tf� >Q We derby mpose to famish I urrand m dale complete in accordance with the above specification for the sum of dollars ' payment to he made as foiiows METHOD OF PAYMENT N� 1 llQ� � � a��►lo.l . NOTE TO BUYER,GENERAL CONTRACTOR 0 ER:Paul Range Roofing Inc hereby proposes to furnish the above labor and material in accordance with the above specifications.A deposit of$- Fes) is required upon acceptance and the balance as work programs in direct ratio to work completed. Payment in full to be made upon completion at WARPAII TO PPIGINAL OWNER:Pau!Berge Roofing Inc.warrants workmanship for a period of years,but reserves the r1 to supervise or Inspect all work subseluecdly performed 67f other parties to the roof for a reasonable fee Without thre sups ui or krapecior,,all ws.�u,°jss sre aci!a >�'w 4a�son istrensferable to new owner upon vrrittei application(subJectto approved amt paymerd of 10°k ofcantrect price Wmrrenty contingent upon job payment in foil All materials furnished will be as specified and work is to be completed to a workmaniike manner according to standard practices.Any ahemtion or deviation from above specifloadons will become an extra charge over and above the estimato of labor and usual costs of our agreement Paul Bangs Roofing,Inc.wig exercise reasonable cam when performing the work,but cannot be held responsible in any manner for damage to driveways,sidewalks,lot[- age,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 promises.CUSTOMER IS URGED TO COVER FURNITURE AND OTHERWISE PROTECT THEIR PROPERTY.We cannot assu a responsibility for any damages done to the roof by other tradesmen or pardes.Paul Bangs Roofing,Inc.cannot be held responsible for damage done to any lumber by to carpentar ants,or any other wood boring Insects.Such wood will be replaced at an additional charge. • THIS CONiRACi IS SUBJECT TO OFFICE APPROVAL Authorized III ACCEPTANCE OF PROPOSAL The above prices,spec!Qxations and oercgtions are satisfactory and are hereby accepted.Paul Bange Roofing,Inc.is authorized to do the work as specified.Payment wig be made as outlined above.This proposal has the power of a contract when signed and ac ceptsd.t have read and agree to the terms mid condt iers as stated on the front and back of this contract. ACCEPTED Si ttom/ / Print r Date b G !' 13rR-Ml-i4 - ' 6 Miami Shores Villa e ROOF ASSEMBLIES AND RO @MMR S 13Y ZONING DEPT CITY- BLDG D g; SUBQjMft Mi y&eaW ALL Perm(f Appltca on Form. C OPY ALL ■ STATE ANC WO aI n t o Master Permit No. ECiULATION9 P s r c ess No. ■ Contractor's Name. ` 1 ��c �� ■ Job Address p ROOF CATEGORY l Low Slope CI Mechanically Fastened Tits Mortar/Adhes_ ive Set TII6 s i ■ ❑ Asphaltic Shingles ❑ Metal Panel/Shingles Q Wood Shingles/Shakes ■ ❑ Prescriptive BUR-RAS 150 ROOF TYPE 13 Now Roof Reroofing 13 Recovering ❑ Repair 0 Maintenance s ROOF SYSTEM INFORMATION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) )\,Yi Total(SFj 2.2• Xl- M Section ® (Root Plan) C Sketch Roof Plan:Illustrate all levels and sections,roof drains,scuppers,overflow scuppers and overflow drains. e Include dimensions of sections and levels,clearly Identify dimensions of elevated pressure zones and location of parapets. -. tn ■ • ��� p'� 013 a _ _ i 1 ■ v s s a s v v v s s • • _ i a v ■ _ i ■ r ■ ■ ■ e ■ ■ s 1 s • ■ s 15,34 2010 FLORIDA BUILDING CODE--BUILDING r � j• nooP AS91M9t tf s AND F1aotTOP STRU UIRRO Florida Building Code Wition 2010 ff101;•Veloot[y 14Urrteano Zeno tlnlforn€permit Appiloattonll=eml. �11I 1ltla rootasesn�blY apn�iao€tet3tts Hnd ldenitiy manotmotur4r Fastener gpsoing for A1101€00090 8heetAtlash€mnt., {If c€ompotient 18 not heed,Identify its 1114 ) Aid 3:ield€. "va 0 Lap,U tiol-1 0 "as Porinstar k—"vu @ Lsp,#t;ovis�� �d"oa - Prodliot Approval No., COMM. i'q ,►a04Lap,#l�avta`f 40„ao ,,.�. vast,Un Wind Pressured,From PAS•128 or Caloulatlonsi Number of Fasteners Per insulation Baa111€ Y�jns€tft�"` � trrttan2€,ya•�'__ t�ma�:J1� i� plaid Perimeter Corner Marc.Design Pressure, hespeeltta Product Approval systernt Iltuslrate UOT11panonts Noted and Details as Appllomble€ fteok; Waodbloakln#1,Qultai',1=ttge UrM111attar,SirtF ing,Malone, '1ytlss€ Qontinuous cleat,Cant ttEtlp,Dssa 1=lashing,Counter- 1gaehing,Coping,Rio. ttaugsiFhtoltnass€ lndloato.Mean Raor Helaht,Parapet Nelpht,Heights!sass . FYasl€Ing,Component Maledal,Malsttal 7htcknos0,F05100,01 slope€ 1yps,Fastener Spaoln11 of submO Anahor/aas4 8 h a a t&fdo.of Wty U et sto orllancing g it 9a9 t /t lnsutatlan SaserLaysr€. ease insulation Olm and Thialmsss€ T + 13880Insulalta erlSandingMaterlah tt ' $ Parapet /V '['op Insul0ltonlsyer:. �J� d -'op Insutntlon 816 and�thlelmsss€,!v Top Inaul� atlols Fagtgtt rlf�ot�dirtge t47atortxl: �ilean f�'•t i�aar • Herght 1101;9 flhest(s)%No.of Pty{s)t Hasp$heat Fastensditandlteg Material€ �'�✓�1� ,iQ(� � ,� Ply Sheet(O to loo.of ply(8)t2no". W111hoal F. on 11 0 tdl M 1011 'Fop Ply€ �'q� �raete lido€ to �Ma��riat€ r-LOIRIDA OUll.l)INat coVa--•BUILDIMS ♦ 1 1411TAil4I•DADr,COUNTY,PLORIDA. EAM tv HJRO•DADBMAULUR-1101Mtt1O 140%VZST NrLikawAlt ST STS U SUITtr.1603 T3YlILDTi OLODUCOAIrLYANCL.ovinCr,(OCCO) MIAMT,FLORIDA33130•1563 PRODUCT'CONTROL,DIVISION (30$)375-2901 PAX(30n375.2908 NOnCr OF ACCAPTANC ,(.1'�O,tli,) CartatnTeed Corpo)'atlou tPA) 14001 t)ttlon�Vleet€3tgR0a >h d, .O.Ilox JOQ Allis 1deli,PA19422 SCO�'�1 i ThisNOA is bobig issued under the oppilcable rules slid regulations govornhlg tiro use of construetlon tuatoriais.Tile documenlatlon submitied i,as been mvleNved by tine BCCO slid accepted by tite Building Code slid Product Roviety Comuzlttee to be used Itt Miami'Dada County sad other areas evhoro alIONV0[ by the Authority having AVIShcotlon(AHJ). This NOA shall not bb valid after the expiration date stated beloNv.The BCCO(In lvlianti Dade Cotutly) AtWor into AHJ(ht areas other than Miautl Dada County)reserve Elie right to have tills product or material tested for quality assurance Imposes,If tills product or material falls to peribrtn In th aoeoptcd nnannor, the nttautl'aoturor%Y111 inour tine exponse Ofsunch testing slid the AI4J may hulttediately revoke,modify,or suspaltd 1110 use of such product or material within thou jurlsdlation. 13CCO WSWOS tits rlg#tt to rovoko tills aeecptattco,if It is deternthted by BCCO that tills prodttot or material falls to meet cite requirotnstlts oftho applioablebuilding code. Thls product Is approved as described berala,sled Ims been deslgtted to oampiy'%vlltt lire Florida Building Code and the High Veloolty Hurrionne Zolle ofilteFlorida Building Code. 3D)&SCItI1'TIONi Cortatifi eel Convontloultiliullt Uli xtooT;syatom Over vVead Deelm LABIM3t )Atoll unit allahl bears permanent Jabot with tits tuattuffioturol's 11111110 or logo,city,8tIdo and Pollowing statolnents 111mlamt-Dada County Prodltet Control Approved",u"Icss 4111erwise noted 110reitl. RENEWAL oftlds NOA shall be oonsidered after a retie%vat nplrlioation Itas been filed and thorn has boon no ehango 111 the applloattle building code negatively affecting the Jlerformauce of tills product. fi11;IitiYlllNA.T ON of tills HOA Will occur aflor the expiration date or if thoro has been it rovlslon or oltangs in llte mnterlals,use,audlor metmfaaluro oftlte product or process. Mlsuso of ilds-MOA'as an endomemont ofany product,for sates,8001`1151118 431!any otker purposes 6111111 automatically tertttlnato thiMA.Faituro to oonnJtly With any section or 1llls AIOA shall be cause for tori111t100011 and removal of MA, - AH'VM2'IjS)ghjr,i TI The NOA munbet•Jtreoeded by tits words Mialut Dads County,ltlarlda, and follolvcd by tit$expiration data may be displayed Ili adventishtg literature. if luny J}ortlon oi'tiTe 3404 is dlspkt scd,theft€t shall be done In Its ontiroty. jKSPXCT10P;A copy of tills enure NOA shall be provided to the usor by the maultfaotarOf#lolal. distributors and shall be available for ins ootlon at the Job alto at the regttest of cite Building ,fhas�btnittodldoonment lion vflsrovlewed by Jorge L.Aceli°t ti�rauglt 16, NOANo.t 08.0410.07 Hxpiration hate; 06119113 ApprovallDaton IOJ30108 Page.I of 16 r t )xOOyMG AS$r4mL•it APPROVAL a o D'� ItODfill�* S�1b-Cflte � Built-up hoofing U001, Fiborglin i tat Wood m xtll umDestun rossura -6014 T1 -up NAms ol?PROD UM MA.N131''AG`TMD OJltLA131±�L'�n 13'Y APl'L'CANTI TABLE I Test Product rodltcf D 1ltanslo 1 not!!le#ttton I7escrl ttou All 1Ventiledg,"lino 36"x 65'10'% ASTM D 4601 Asphalt coated,fiberglass rolnforood We Base Sheet -toll wolght:86(bs, 7y1)611 sheet. (2 squares) ULType 15 plincglasombloral 36"X 32'10", ASTM D 3909 Asphalt impregnated and coated Surfaced Cap Sheet Roll Nvolght:78 lbs. 1porganic glass fiber sarfaoed Ivitlt (1 square} mineral grnlnllos used as thetop ply.ia convontioual built-up roof membranes, )[�iintgias4b ivsl:total 36"X 32'10"; ASTM 1)3909 Asphalt Improgttated and coated Surfaood Cap CavlStar Roll Welght:78 lbs, inargania glass fiber surfaced lvlth (I square} minoral granules used as the top ply In couven tonal built-up roormombranes. Covered with rofleodva CoolS'tar Coating. p1141181"Ply 3hee# 36"x 164'?"; ASTM D 2178 111borglass,asphalt hnllregoated ply sliest. Typo TV or VI Roll Nvolght:40155 lbs. Typo IV or V1 (5 squares) USA Type O I plat:-1-{alas or Flex-T» 36"x 98'90; ASTM D 5147 813S Modified,fiberglass 141111orced bnso tflas FRBaS0811cot Roll Wotoit;90 lbs. sheet. (3 squares) 01"SUas$'r�,Base 36"x 98'9"I ASTM D4601 Asptlalt coated,fiberglass base shoot. Sheet Roll Avetght:69 lbs. 'UL'lypo 02 (3 squares) No.15 PeArfited-felt 3611 x 1441, ASTM TD 226 Urge,110 asphalt saturated felt. Roll 3velght: 90lbs, a1 (4 square) Yoseinite�>3uEl<ar 36"x32'10'- ASTM D 3909 lYst+feral Surfaced fiberglass roluforceci Base Sbeot -toll ivolgllt:go lbs. ASTM D 4897 buffbr shoot. (1 square) UL Typo 30 BluokDlamompu 36"x68'7";Roll ASTMD 1970 Salf-adltnrittgitbergiassroluforcod Base Sheet Nveight: 78 lbs. modificd bitumm16as4 sltcet (2 squares) KOAno.: 08-0410.07 Usplra#!on Met 06/19113 i a ouc�a alr� Approval Dater 10130108 paga2of 16 j ArPROYRD IMSMATION81 �AuLL� PrnliUCt Na1110 Product Dularlptfou 1Ylnuttfaehues• (Will,current 1 OA) FlIntBoard 180 polylsooyatnlrato foam lnsttlatiolt CotlahtTced ACPoam iI Polyisoeyanurate fomn Insulation villas Bltorgy Products ISO 95a polylsoeyanurate foam insulation Rirestono Building Preduois,Mo. HISIl Density Wand Fiberboard Wood fiber 111sulation board gonlarlo Porlito 1t1s1114011 Yorlite insulallon board goltorlo H-Shteld Polylsocyanurate foatrt Insulation Hunter Panels,IIC Dens-Dcok,polls--book Prime Water roslstaut gypsum board top Gypsum Corp. Tti�Rt3Y 3,Ultcat3ard Gold,p.11-25 1'olylsp0yamnntofoam Insulation. Johns Monvillo Ilosbo Board Expanded lnhtemt fiber Insulation Johns Manville • POI lgo anUratefOa111111sUIatI011 Rmax,]no. Mail1-max, Y o3' Ai'pROW,n rASTT1 NRRS: manufaetaror IhStener product Prosluet Nu1l�ber Name Description pilttcltslous (Wttlk Cnrraut NOA) 1. JIM&flld Dokfast insulation fastener SRS Wee Fastener 2, 1}e tene Hex Plate Galvalumo AZ50 stool plats 2Ile,x31a" SRS WOO Wee 3. Dokfast Look Plato Polypropylene plate 3"x 3 l" SPS O11+i(3� IG 4. -12&P14 Roofgrtp �t�cttsteellt fastener for Nvood Bastonors ONIG S. AcouTtuo ROXI a Insulation fastener for wood Fasteners and stool ONIG 6. Metal Pluto Q:tW1111ne SIMSS pinta. 31' „squaro 7. (30arl01,rl6sfl0Plat0 Polypropylenoroundplato 3.'L” OMG 8. ullmFist lnsninflon fastener for wood Jofinshtanv111a and steal. pro-assombled Insulation Johns Manvitla 9. Ullral�ast ASAP %stoner and plato NOA No.1 08.0410.07 Ecptrntlon bate: 06/19/13 Approvat2'1a10: 10130108 Page 3 of 16 f Z ' AI)PROWD FAS9t'Aisli UM, TABLE 3 asEoner I'roilete# Froduct 1�ltill14r4toEilrfla` Nunthex' WOMO wsorlptlou )3lnt031stons (W1t14 Currant N01l.) 10, U1traFast Mot&I plate 4alvalttnle AZ55 steal plate, 3'3s Y41rj� Joints Mattvllte 11. . 1lltralrast Plastlo piste Digit Density P01yololfn 31:round johns Manville round plate 12. Olympfe Irastoner 012 . lnsniation litstener MCI if14 13. Olymplo Standard c)alvalum AZ50 steal plate 3"round OMO 14. Instil p'ixxxastener Instdatlen rustonorfor stool SPS Inteo and%vood docks 15. Insttli?ixx S Plato oalvalume AZ50 steel ltltdo 3"round SIBS Inters 16. Tra-lzast Ras(el4ers I11snlation%stener for wood The Tru Fast Cori), and stool docks . 17, Tai-Fast MP-3 Oulvttlum AZ50 stool plato 3"round Tile no-Fast Corp. 18. Tra-Fast Plato$ GaIvnlume A7.•55 stool plate. 3"roluld The TM-Fast Corp. 19. Trtt Fast Plates polyethylene plmtlo plate 3"round ThoTru-bast Corp. I'_4vI)XKCPa,S'Dbit,E[T FD: To t�An oncyEttontilter� Nei o oy Applied Roswell L alroratorles physleai proportfes 28013 06/02/87 Trinity�131tD TAS 117(B) 3503.10.06 10110106 ?M 4470,TAS 114 3521.07.04 10126/07 TAS 117(D) 06490,04-07-RI 06/27107 TAS 117(D)l ASTM D 6862 0850030.11.07 11/30107 .FM 4470,TAS 114 08370.08.08 08119108 AMUReriulremonts 010080.09.08 09/04/08 Momentum T001111010gtas,Ittc, ASTM D 3909/D 41601 AX3108D 09105/08 D 4897 AX3108C 09/03108 paotory Mutual Researolt COM. 1rMRC,1470 J.1.OMAI,AM 03/23196 FMXC 4454 J3.ODMIAM 04/04197 17MRC 4470 1121)OAO,AM 12/?.3198 FMRC 4470 1.1,ID7A4,AM 11109/98 11ndowlters Lnboratorlos,file. UL 790 Rl 1656 07/13/87 United StatosTesting Company ASTM 1)$147 Sr/4V-4 06103188• ASTM D 5147 97-457-2R 12/02187 NOA Aloe 08-0410.07 AMOMMEMENNOIX Ibxplrattou Wet 06/19113 r1�►oac Approval Date= IM0108 Page.4 of 16 t i egIeTypo is tiVO4d,Non Inslltated Deck I5escrlptlour "/32"or groater plywood or wood plonk attaolled 11sh1gapprovad halls spaced o o,at wood joists spaced maulh111M 24"o,o, Systeni Type MMI Daso shoet 1110011antoally attnetted. Base sheet: All tilteatllerlAhljljre AASO Sileet,C11ASBaSe base s}lest or 1+lintgfRS)'Y6hllilgl Y1y Sheet meohanleally attoohed as detailed bolow. Pastenings Base slleet shall ho lapped 4"Bad fastaned moth l[gR,a ed in the ceh n nails to wand approved On caps 8 o rs.In 1110 la and three rolvo slags shoot 8,10.0. Ply Sheets I'1v0 or more plies of Flhltglas lily 811e0t(I�po lv)or Flintglas Promium Ply n opI►h 8 orapl}roved!a phati at all application rate of24 40 lbs.Psg1 a 60111 Cap 811e0t. (OlItaced1C 115 lily[0 tA1 old to ed i1i to Alit 11,pph g of approved asphatt at an ml applleatlon rata oi:204O lbsdsq, Surfaaings (Required 1614 cap sheet is Used) tnstail 0110 of the follotvings 1. Oravol or sing applied at 4001bJsq.and 300 14.1sq.rospoe11101y in a flood 00at of approved Asphalt at do lb.lsq. 7. A two part coating oonslstlsig of a base coat of Statto Asphalt 1►lbered Hnallsion at rate of3 gglJsq,or Monofom)comp01u1d;surfaced with 1 galJsq. Sta-Kool 110,1-111bs►ed alumlmlm coating orfibered APOC No.212. MONImual bosigls Pressurat -60 of($ee General Limitation 117) NOA No,l 08.0410.07 w -itioli Datet 06119113 ApprovallUetei 1000108 Pago 15 of 16 WOOD DECK SYSTDSM LINITA.`J!XON1S; I. A slip sheel Is required with'Ply 4 And Ply 6 when used as a meclianloally fastened base or anchor sheet. {;&NM"LMTAT10NSl I. Biro olassiPoation is tot pelt of tills nocepimloo, refhr to a curr of Approved Roofhug Materials Dheclory for Jiro ratings of tills product: 2. hisntatlon may be installed In atultiplo layars. The oral layer shall be attached III Compliance wlftl Product Control Approval guldellues. All othor layers shall be adhered lit It Hill napping of Approved asphalt applletl evltltltt tlto BVT Tango anti at a rate of 24-�itl IbsJsq.,ar+ueohanlaally nttaehec[nshtg ' 1110 fastening pattern of tits top layer 3. All standard panal sizes Oro A000ptablo fbr rne0hanleAl a01A01inuont. 1Vhen applies# hl apptuv0d asphalt,panel s i z e shall be rVx 4'waxi ntim. 4. Au overlay and/or raeovery board Insulation panel is required on all applioations over olosed oeli foam insulations when tine base shoot is fully mopped,it Ito recovery board is used the baso 41941 shall be applied itshig spot mopping with approved asphalt, 12"diameter olroles,24"0.0.;or strip mopped 8"ribbons In llire0 lbws,one at each side lap and one clown the center of tine sheet 011a>,vlag a continuous area of ventilation. Bnolroihug of the scrips is not acceptablo. A G'break- every shall 1}s placed 12'In enoli ribbon to allow orbs§vent0silon. Asphalt ap.01001101)of either systont shall be at a n inillinin rate of 12 tbs./sq. Noloi Spot attached systonts shall be limited to ft maxintnni design pressure of-43 psf. value of S. Paskiter spachtg for insulatioi1 attoolnnont is base lloil aMSlaintlin huf 1t15S1Iffl orfaste ier ltle o,as 275 IbE,as tested In conptlance with Tbslhig App [fold-tested,are below 275 M.insulation Attachment shall not he acceptable. G. Fastener spaohig for ineolantont allAS1i11t0111 of ilachordbaso shoot or ntontbratue attaeti11telit Is based oil it minfmual,fastena•resistaneo vahto In 0011[uttellon with 1110+ntixl+nuin design-valua listed%vlthin ti spoolIIOsysiam. Should the fastener resistance be loss than that required,As doterallned by the Building Ofttalnh,it revised hatonor spacing,propared,signed And scaled by a pladda registered Professional I3ttglnaat,Iteglstared Arahlt90#,ar Registered Roof Canstdinnt ittAy b0 submit#cd. Said rovlsed fas#on0rspaoing sitati utilize tlio wltlidt•Awat rosistaito0 va1110 taken from Testing Appiloatton StandardsTAS 105 and calculations In complia+tco cvlth Roolhtg Applicatlon Standard RAS 117. 7. Perimeter slid bornor at'aas shall comply with the 0111Aitced uplift pressure rcquiromoula of these areas. Fastoner doitslttes shalt be, Inereased for both 111911111,011 and base, spool As oalocdatcd ht eainpilanoo whit Roofing Application Standard RAS 117.CAlcutallans prepared,signed and sorted by a Florida registored Professional Engineer,Registered Alohllcol,or Registered Roof Coitaullaat (wizen 0113 Illultatton Is 80001ftcaily raper rad tivithin Lids NOA,GlenerAl Mutilation#h will not be applicable.) S. All altooluno11t and alzhig of perimeter+callers,metal profile,and/or flashing lainitltaQalt doslgtts shalt conform to Roofing Applioatioit Standard RAS I I I chit appllonbl0 wind load requirements. 9. The ataxhnuut designed pressnro liutl(Attott listed shall be appllaabla to all roof pressure 201103 0-0- field,perinelers,and corners),Neither rational Ouatysls,nor 0xlrap4111110u shall be p0rlii#ited for enhanced fitstenhig at enhanced pressure zones(1.0.porinatars,extended eotnars and coroers). (t'71on tills]hiti(atlon is speciflenily referral tivithin this NOA,Ooitornl Limitation#7 Will'lot lie applicable.) U.ND OF TMS ACCEPTANCE NOA Noa 08.0410.07 Uxpiration Dates 06//9113 &MIown.o Approval Datot 10/30/08 . , page 16 of 16 fiber or wood fiber,any thickness. Base sheet:Type G2"Glasbase"base sheet. Ply Sheets:Two to three layers of Type G1 "Flintglas"ply sheet or Type G-2"Glasbase"base sheet. Surfacing:Gravel or slag. 7. Deck:C-15/32 Incline:3 Vapor Retarder(Optional):Type G2"Glasbase"or UL Classified vapor retarder. Insulation(Optional):One or more layers or combination of the following:Polylsocyanurate,perltte,glass fiber or wood fiber,any thickness. Membrane.Three or four layers of Type G1 "Flintglas"ply sheet. Surfacing:Gravel or slag. 8. Deck:C-15132 Incline:I )Vapor Retarder(Optional):Type G2"Glasbase"or UL Classified vapor retarder. insulation(Optional):One or more layers or combination of the following:Polylsocyanurate,perlite,glass fiber or wood fiber. Base Sheet:One layer Type G2"Glasbase Base Sheet'. Ply Sheets:Two layers Type G1"Flintglas Ply Sheet". Cap Sheet:One layer Type G3"Flintglas Cap Sheet'. 9. Deck:NC Incline:1/2 . insulation(Optional):One or more layers or combination of the following:Johns Manville"ENRGY&', potyisocyanurate,perlite,glass fiber or wood fiber,any thickness. Base Sheet:Two layers Type 02"Glasbase Base Sheet"or two layers Type G1"Flintglas Ply Shear. Surfacing:Type G3"Flintglas Cap Sheet". 10. Deck:C-15/18• Incline:112 *All joints blocked. insulation(Optional):One or more layers polyisocyanurate,2 in.min,wood fiber,1 in.min,perlite,3/4 in. min,glass fiber,15/J6 in.min. Base Sheet:Two layers Type G2"Glasbase Base Sheet"or two layers Type G1"Flintglas Ply Sheet'. Surfacing:Type G3"Flintglas Cap Sheet". 11. Deck: C-151/32 Incline: 3 Insulation(Optional): Any thickness,one or more layers or combinations(optional of"Hy-Therm AP", "Hy--Therm TAPERED","Hy-Therm COMPOSITE","Colo-Therm "HY Tec(Energy-LOk)","TRi-Star",wood fiber or glass fiber,mechanically fastened or hot mopped. Base Sheet: Type 15 asphalt organic felt,or"Glassbase Base Sheet",nailed or hot mopped. Ply Sheets: Min three plies Type 15 perforated asphalt organic felt,"Flintglas Type VI Premium Ply Sheet", "Flintglas Type IV Ply Sheer,hot mopped. Surfacing: Gravel or slag. 12. Deck: NG Incline: 2 Insulation(Optional): Any thickness,one or more layers or combinations(optional)of"Hy-Therm AP", "Hy-Therm TAPERED","Hy-Therm COMPOSITE","Ceio-Therm","HY Tec(Energy-LOIn",wood fiber or glass fiber,mechanically fastened or hot mopped. G1 "Flintglas Type Vi Premium Ply Sheet"or Base Sheet: Type G2 Glassbase Base Sheer,Type $ Yp "Flintglas Type IV Ply Sheer. Ply sheet: Min one ply Type G1,"Flintglas Type VI Premium Ply Sheet"or"Flintglas Type IV Ply Sheet', hot mopped. Surfacing: Type G3 cap sheet,"Flintglas Cap Sheet',hot mopped. Class B 1. Deck:C-15/32 Incline:1/2 Base Sheet:Two layers Type 15"All Weather/Empire Base Sheet'. Surfacing:Type G3"Flintglas Cap Sheet'. 2. Deck:C-15/32 Incline:314 Vapor Retarder(Optional):Type G2"Glasbase"or UL Classified vapor retarder. insulation(Optional):One or more layers or combination of the following:Polylsocyanurate,perlite,glass fiber or wood fiber. Base Sheet:One layer Type G2"Glasbase Base Sheet". Ply Sheets:One layer Type G1 "Flintglas Ply Sheer. copyright®2012 UnderMters Lsbor Wss tm ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida Building Code Edition 2010 High-Veloc[ty Hurricane zone Uniform Permit Application Form. • Section ®(Stepped Roof SVSten`i) a ■ Roof System Manufacturer: Notice of Acceptance Number: �. • r Minimum Design Wind Pressures, if A iicable(From RAS 127 ®r ■ Calculations . %; � i r ■ ■ , ■ ■ • I ■ : ■ ■ ■ ; Steep Sloped Roof Svstern Description ■ " Deck Type: Type Underiayment: C �Rq, Slope: 12 insulation: ■ : Fire Barden FastenerType&Spacing: : Ridge Ve ti ation? Adhesive Type: r : • Type Cap Sheet: Mean Roof Height: Roof covering: `NO Atcjb Type&Size !} Drip Edge: ■ ■ : ■ : : ■ 2010 FLORIDA BUILDING CODE--BUILDING 1b.36 ' j . ROOF ANF-MBLMS AND HOiOPTOP S"rRUC'TUARS Florida 13utiding Cade Edition 2010 e High.VeEocity Httrfioolne Zone Uniform Permit ApplEoatlon Form. e G c a one e es aie porA4omentbased tile systemg chaoseettherAfethod I qr2.Cotnpara tha valuesforMrtniti►tttevaluesfiomDiPlf thob4{valu8coatar tbanor equal to the+Mr values,for each area of the roof:then the the attathmad method fs acceptable. R R Method %foment Based We Calculations Per RAS 127" QK Produd Appr.walld s �l• n� Product App r VidNf Product USA q01 r R a (3 R R R i I►letltod2"'Siutl:lifiedTiteCalculationsl'erTablaBalov�' ReguitedMomentafResistattca(Mi}Ftombl$ olotiY Pr+oduct APP raa11+1p^ 'R 'a M,required rVIO .Tit ROSISt CO' than Root Height 248 25' 30' . 46` , Roof Slope.� 42:2 34 4 30.6 38. 3917 IL 2.i2 /� p a 37.4- 39.8 Y S. 32.2 34.4 30.tt R . 30.4 32.2 38.8 3*�.1 37.3 30.1 51.6 32 8 34.8 stt2 28.4 28.0 30 32.4 294 .8 ; 0:12 26.4 28.2 30.t} T.12 24.4 25.9 27.9 Wast bgused in cogandlon with a list of Moment based the systems endorsed by the 1310ivard County Doatd of Rules and Appeals. 1'orUpllftbase8tilesy+stemsuse'biethod3•Gompaterlth$valuasforP'ti vltittha�aluesforP=.lftl�aF'valuesare$reatertha►tare4ualtotheirrealaes, j for each area of tha toot,then da file attachment utethod Is acceptable i Method -Uj?llft39 ascdVOCaloulatlons PerRAS 127" � Y lY- �xcos8 ^fir! Product AppravaIV x cos o ,.. -=Fr2• — Product App Vat le ; �2f XL ss- XW,'- �«S4; s product}lpprosa!P'r _ a x cos S x Xwt�__ a •� a i a ph ere to-- nfo tan . Description S n E W re o find i?asfgrtprassuro Pi orPZorP3 iZASl27Ta61elorhyanernBlneertugaaatysl sprepued6ylbasedouASCti7 r R MeanRooEHeight R Job Site a a Roof Siopo 0 job Site R It Aerckl natato NOW" 1t Prodact Approval a R RestosingAfomsnt dun to t3ravSy. A3 Product Approval It Attaehmsatltesistance; Taff Product Approval Required Moment Resistance M Calculated Minimum Attachment Resistance F' Product Approval R a • ItequiredUpliftReslstance Fr Calculated ' }yverageTite\Yelgbt w Product Approval T,==lea$tt� produaApproval �IBf�iDtenSIOAS r a vtldth R i r .,._.,...,..r.....�...�he,..,tuPa�,ri,ahn;tdiac nfftclat at the time of vomit;auplieattan. iaMt MIAMI-DADR COUXTY f VRODIucT CoNTAOL SECTION BUILDING AND NF.101I110RH06D COMPLIANCE DEPARTMENT(I1NC) i I SOS sW 26 street,Roont 203 BOARD AND CODE ADMINISTRATION DIVISION Mtantl,Florida 33 t73-24'14 `t'(786)31S-2390 F080315-0599 �vw►v ruturntdctde�ovlbuUctlugl NOTICE OF ACCEPTANCE YiQ Iilagle Roofing 1'rodticfs I,>[,C 11575 Fast CA,470 Sunrterviltss PIL 33585 sCOPE: This NOA is being issued under tine applicable rules and regulations governing the use of construction materials, 'file documentation submitted has boon reviewed and accepted by Mlalnl-Dade County BNC-Product Control Section to be used la Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHd), Tills NOA shall not be valid after tine oxpiratiou date staled below.Tito Miami-Dada County Product Control Scotian(In Miami Dade County)and/or the AIHJ(]n 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 falls to perform In the accepted manner,the ntanufaehirer 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. BNC reserves the right to rovoke tills acceptance, if it is determined by Miami--Dado County Product Control Section that tills product or material falls to meet tine requlrotnents of tho applicable building code. This product is approved as described llereht,and has been designed to comisly with the Florida Building Code Including the High Velocity II11rrioane Zone of the Florida Building Code. DESC1;2WTION:Capistrano Concrete Tile LABBLIM:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and j'oliotiving statement:"M€amt-Dade County Product Control Approved",unless othornvlsa noted hereln. RENEWAL of tills NOA shall be considered after a tenotival application has been flied and there has been'to change 111110 applicable building code negatively affecting the porformance of tilts product. TE,j tINAT)(ON of this NOA%Vtll occur after the expiration date or if there has been a revision or change bt tine materials,use,and/or tnauufacture of the product or process.Misuse of tills NOA as an endorsement of any product,for sales,advertising or any other purposes shall antomatioaliy tonninate this NOA,Failure to eon"ply wltll any section of this NOA shall be cause for termination and removal of NOA. ,idy,DVERTI31{MENT:The NOA number preceded by tile words Miaml-Dade County,Florida,and followed by the expiration date may be dlslrlaycd in advertising literature. if any portion of the NOA is displayed,then It shalt be done in its ontirety. INSPECTION:A copy of this enttro NOA shall be provided to the usor by the manufacturer or Its distributors and shalt be uvallable for inspection at the job site at the request of the Building Official. This renews NOA#07-1018.09 and consists of pages 1•thrcitgh 7. The submitted documentation was reviewed by Alex Tigera. NOA No,ni1-0321,03 i&xpiration Dater 10105/16 co r� Approval Datop 05/12111 "t Page 1 of 7 ROOFmta A.$SmViBLY APPROVAL • { p i 1t40fn1g . RUb C�ft►�OI;YI �'OOt•IpQjTilA4 .la Concrete I.�COX'I�: This approves a new roofing system using "Capistrano Concrete Tile" as mnnufacturerl by Eagle Roofing Products LLC in Sumter-volo,FL.and described in Section 2 of this Notloe of applicable Acceptance. For ioeatlolts whare the pressure requlromonts, as determined 6y app Building Code does not exceed the design pressure values obtainer( l y Caletilati011s ill compliance with RAS 127 using the values listed in section 4 herein. The atlaehmetlt calculations shall bo done as a moment based system. . 2, PRODUCT DESCMTION: Product Mnuuf&aiuk-ed i?v Test e {Olt lie tl Aime�lslons ft-001-00-0008 Capistrano Concrete L�17" TAS 112 dock or batteconcrete d nail ll applications, ireot Tile W-12 Ile . Thickness R%a" Trim Pieces I R varies TAS 112 Accessory trUll,clay roof pieces for use at w a varies hips,rakes,ridgos and valley varying thickness terminations. Manufactured for each the profile. NOA No.lii-0321.03 uxpirallon Date►10105116 M cou Approval Aatol 05/12111 Pago 2 or7 t � 2.1 r5VIDENCE SUAMITTADi TimiAgewmm est Identifier host NameAten ate PRI Asphalt Technologios ) RPF-001-02-02 TAS-112 Aug.2006 Redland Tcchnologies 7161-03 Statto Uplift Testing Deo, 1991 Appendix III TAS 102&102(A) Redland Technologies Lettor Dated Aug.1, Wind Amnol Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P09647-01 Wind Tunnel Testing Aug. 1994 TAB.108(Mortar Set) Redland Technologies P0402 Withdrawal Resistanoe Tosthi8 of scroly Sept. 1993 vs,smooth shank nails The Center for Applied 94.083 Statio Uplift Testing April 1994 Engineering,Inc. TAS 101(AdhesiveSet) The Center for Applied 94.084 Statics Uplift`lasting May 1994 Engineering,Irmo. TAS 101 (MortarSot) The Center for Applied 25-7094-(3,6& 9) Statto Uplift Testing Oct.1994 Engineering,Inc. TAS 102 The Center for Applied 25-7120-(1 &2) Statto Uplift Testing Nov, 1994 Engineering,Tno, TAS 102 The Center for Applied 25-7183-(3&4) Statio Uplift Testing Feb. 1995 Engineering,Ino, TAS 102 The Center for Applied 25-7214-(3,4,&7) Statio Uplift Testing Maroh, 1995 Engineering,)no. TAS 102 The Center far Applied 25-7804-4 Statio Up11ft'1'esting Sep, 1996 Engineering,]no. TAS 102 Celotex Corporation 520111-3 Static Uplift Testing Dco. 1998 Testing Services TAS 101 Celotex Corporation 520191«2-1 Stallo Upllft Testing March 1999 Testing Services TAS 101 Walker Engineering,Inc. Calculations Aorodynanrlo Multiplier Sep.2006 NOA Noa11-0321.03 xxpiration Datos 10/05116 Approval Dates 05112/11 Pago 3 of 7 3. Li iIS'1.'A'1')tONSi 3.1 Are olASSdffoatlaf is not part of this acceptance. 3.2 For mortar or Adhesive set 1110 applications,a static field uplift test in accordauoe with TA' I06►nay required,refer=to applicable building code. 3.3 Applicant shall retails the services of a Miami-Dade County Certified Laboratory to perform quarterly test in socordanco with TASK 1.12,appendix`A'.Such tosting shall be submitted to the Building Code Compliance office for review. 3.4 Minimum undcrlAyf►►ent shall be In 00111P iRttcc Willi the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 301 0 hot t►►oplreti undarlBymcut applications may be installed perpendicular to the roof slope unless stated-otherwise ley the underlaymsnt material manufacturers published literature. 3.6 This acceplanco Is for Brood deck applications. Minin►unt clock requirements shall bo In compliance with applicable building•oodh. 4. XNSTAXtX,A°1'1ON 4.1 13agle Roofing Products LLC Capistrano Concrete Ttle and its components shall be installed In strict compliance with Roofing Appliontion Standard RAS 118,RAS 119 and RAS 120. 4.2 Data For Attaoluf►ant C01011IatIO"s Table 4: Averag®Weight(W)and Dlmenslons(1 x W) .. The profile Weight W(ibQ l engil►-I(ft) Wtdth•w(ft) C8 tstraf-Concrete The 10 1.4I7 9.04 Tabte 2; Aorod namla Multi Ilers A ft The A(ft) A(it Profile Batten A ltcation Direct Dock A Itoatlon Ca Istrano Concrete Tile 0.300 0.277 Tabte 3: Rostorinn Motnonts dui►to Or v) M M fi-ibf Tits 3":42" 4°:'12" S":92" 8":92" Greaterqtl►an 7":92„ Profile Capistrano t3atlens plroot Battens Direct Battens VrO.2 ns 13ireot Rattans Dlacic Concrete Tile Deck Deck peck 8.89 6.ti7 6.88 13.44 6.66 G.90 6.3$ NOA No.fl1-032X.03 Expiration Dato► 10105/16 A 11=39COUNlym Approval DAtat 05112/11 r ' NEW Page 4 of 7 t � Table 4: AttachmentRealstanIno Expressed as a Moment-Mr{ft-lbfj for Nall•on$ stems 'file Fastener Type Direct Deck Direct Dook nations Profile (min 18132"plywood) (Min,1913y."plywood) Capistrano 2-14d RI Shank Nails 2 . _ 41. 49A �4 5.6 2.8 Concrete 1-10d Smooth or Screw Tile Shank Nall 9.2 713 2.40 d Smooth or Screw 8.9 Shank Nails 20.7 48.1 148 Screw ?_t).7 29,8 2#8 Wow 43.2 43.2 1-1od Smooth or Screw 23.1 23.1 49.0 Shank Nall Field Gil 29.3 24.0 1-1od Smooth or Screw 29.3 Shank Nall Eave Oil 27.8 27.6 38.8 21od Smooth or Screw Shank Nail$ Field Clip) 88.1 41.8 2-10d Smooth or Screw 38.4 Shank Nall$ have Oil 2»10d Rip Shank Nails 33.1 46.1 `1812 1. installation with a 4"fits beadle and Easterners arc tooafed a min.of 2%i irom head of 118. Table 5: Attac I ant 12®slstatice xpreased as a moment Mr{ft•1bf) for Two Patty Adhesive Set S $tams Minimum Attachment Tile Tile Application Resistance Profile Adheshre 29.3 Capistrano Concrete T Is 1 $as manufactures component approval for Instalialton requirements. 2 p����p odritsit�no Av ra lewe3dhtver at 8gtra aa.pally'I0.7 gams. Table 6: Attachment Resistance Expressed as a Moment-M.r(ft-lbf) for Single patty Adhesive Sat S-Stems minimum ttaahment Tile The Application Realatance Profile Capistrano Concrete Tile Poi foam Pol r 0"4 6S.S p Pol foam Pal pro"" 38.7 3 Lar a add aoement of f93 ems of pal Pro"", A I+tledium add tacenient of 24 rams of Pot pro,,. Table 7:Attachment Resistance Expressed as a Moment,Mr(ft•!bf) for Mortar Set S stems attachment Tile Tile Profile A Itcatlott Resiatanoe Captairano Concrete Tile Mortar Set 24.6 ti 'fits-Tile Rcof Tile Mortar. NOA N0,111-0321.43 Rxpirstton Dater 10/05116 pq p rf Approval Dater 05112/11 r ► page 5 of 7 f � 5. LAU'UNG All tlics stall bear the imprint of ldontitiablo narking of the inanilfacturoes name or logo(Sea Detei!Below),of rollowing statemont:"Mlo►tiWado County Product Control Approved". Now FLORIDA CApj$TRANO CoNcRwsROOFTILBJ AEEI,,SUMTERVIhLBFLANT (LocATED ON UNDERSIDE OF TILE) 6. ]3l;]11E,DjNg pZi;jMjTjUQUMMENTS: 6.1 Application for building permlt 811811 be accontpaniec#by copios of tho tbllowln9. 6.1.1 this Notice of Acooptanco. 6.11 Any other dootmtents regkIlred by Building Official or Applicable building code in order to properly evaluate the Installation of this system. NOA No.,11-4321.03 Expiratton Datos 10/05/16 m•n 9 Co" Apnrovnl Datos 05112111 PROrtim DRAWING • ''4K CAPISTRANO CONCRgTF,It00v TiL1J BND OF THIS ACCEPTANCE NOA Noal l-0321-03 uplr0tton Datat 10/05116 �.n p co TY Approval Datoi 05/12/11 Palo of7 I A F11 1' PRODU11LiMI-DA.DB COUNTY CT CONTROL.SECTION e t 1805 SW 26 Street,Room 208 DEPARTi1lEA'T OF PER\II7'1 ING,ENjgRO' ,LENT,AND REGULATORY AFFAIRS(PERA} Miami,Ftor{da 33175-2�t7�t BOARD AND CODE AUMIN1STRAT1nN DI�7SION {;786)315-2590 F dada 315-2599 n��•tc ui{antiidade sovincra NOTICE OF ACCEPTANCE OA 3M ComhaIny 3M Center Building 0220-05-E-06 St.Paul,MN.55144-1000 SCOPE: This NOA is being issued under the applicable rules nd regulations bia governing my PBRA construction Product ControliSection to documentation submitted has been reviewed and accepted y be used in Miami Dade County and other areas cohere allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. TMi mI Dade County) reserve the Control section(In Miami Dade County) and/or the AHJ (in areas other have this product or material tested for quality assurance a expense purposes.of such testing and the AKlfails toPer �°diately tilay the accepted manner, the manufacturer will incur p revoke,modify,or suspend the use of such product aCounity Product ConfeoltSection that this product to revoke this acceptance,if it is deterniined by Miami-Dade able building code. material fails to meet the requirements of the app This product is approved as described herein,and has been designed to comply tvitti the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 3MT"2-Component Foani Roof Tile Adhesive AH-160 LABELING: Each Emit shall bear a perntatient label with themanuf otherwise noted herein city,state and following statement "Miami-Dade County Product Control Approved",unless RENEWAL of this NOA shall be considered after a renewal application this product.s been led and there has been no change in the applicable building code negatively affecting the performance in the TERMINATION of this NOA will occur after the expiration ess.Misuse of this iNOA as an endorsement of ally product for materials,use,and/or manufacture of the product or p sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with arty section this NOA shall be cause for termination and removal ofNOA. ADVERTISEMENT: The NOA number preceded by the words M o Die Court' isyd splayed,then f it shall e done expiration date may be displayed in advertising literature. If any portion in its entirety. r by the INSPECTION:A copy of tills entire NOA shall be provided to irilding O€ficial.ufachirer or its distributors and shall be available for inspection at the job site at the request 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 laxpb•atlon Date:OS/10117 Approval Date:05110112 MU11+IbDADECOUNTY page 1 of ROOFING COMPONENT APPROVAL: Category: Roofmg Sub Category: Roof tlle adhesive Materials: Polyurethane SCOPE: anufactured by This approves 3MT"2-Component Foam Roof Tile Adhesive the locations AR-160 as in where the design pressi a requ rements,as described in Section 2 of this Notice of Acceptance. by calculations It' determined by applicable building code,doesrd excee 127,1fo use with pressure pprov d flato obtained,ad high profile roof tiles compliance with Roofing Application system using 2-Component Foam Roof Adhesive d as an uplift here ased the ystem for double patty systems done as a moment based system for single patty placement, PRODUCTS MANUFACTURED BY APPLICANT: product Desci iption Dimensions T Dime I'rociuct Cpecifrcatlbns T 3MT 2-Component Foam N/A TAS l Ol Two component polyurethane foam adhesive "' Roof Tile Adhesive AH- 160 Dispensing Equipment Foam Dispenser RTF1000 N/A P Dispensing Equipment roPackO 30& 100 N/A PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dada County Product Control Accepted Roof Tile Adhesive avingfl current NOA which list moment resistance values with the use of 2-Component roof tile adhesive. MANUFACTURING LOCATION: 1, Tomball,TX. PHYSICAL PROPERTIES: Results P1.2nuly Test Density ASTM D 1622 1.6 lbsJW PSI Parallel to rise Compressive Strength ASTM D 1621 12 pSI Perpendicular to rise Tensile Strength ASTM D 1623 28 PSI Parallel to rise water Absorption ASTM D 2127 0.08 Lbs./Fe Moisture Vapor Transmission ASTM E 96 3.1 Perri/Inch ASTM D 2126 -{0.07%Volume Change @-40°F•,2 weeks Dimensional Stability +6.0%Volume Change a I WE, 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date:05/10/17 Approval Date:05/10/12 MtAMMADECOUNTY 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 normal manufacturing variation. EvIVENCE SuBmImm: Date Test Aeency •Lest Identlticr . Test Nance/Renart #94-064 TAS 101 04/08/94 Center for Applied Engineering 257818-1 PA TAS 101 12116/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 11/42/95 25-7438-7 SSTD 11-93 12/12/95 25-7492 SSTD I1-93 NB-589-631 ASTM D 1623 42(41/94 Miles Laboratories Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 44!30/93 01-6743-011 ASTM E 108 11/16/94 Southwest Research Institute 01-6739-062bj1j ASTM E 84 01/16/95 . Trinity Engineering 7450.02.96-1 TAS 114 03/14/96 528454-2-1 TAS 101 10123/98 Celofex Corp.Testing Services 528454-9-1 528454-14-1 TAS 101 12/28/98 524149-1 520109-2 520109-3 520109-6 520109-7 TAS 141 43/02/99 520191-1 520109-2-1 LIMITATIONS: 1, sire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTb'2-Component Foam Roof TIle Adhesive AH-160 shall solely be used with flat,ION,,,,&Inigln the profiles. 3. Minimum underlayment shall be in compliance with the Roofing Application Standard RAS 124. 4. Roof Tile manufactures acquiring acceptance for the use of 3MTfdance with TAS tarn Roof Tile Adhesive AH- 160 roof tile adhesive with their tile assemblies shall test in accordance 5. Roof Tile manufactures acquiring acceptance for the use of HANDI-STICK roof file adhesive with their tine assemblies shall test in accordance with TAS 101 with section I0.4 as modified herein. F — W 2 F— MS NOA No.: 12-0228.18 Explratlon Date:05/10/17 AMENWEEMEML BA �nAUeCOUNn Approval Date:05/10/12 M � ` Page 3 of 7 INSTALLATION'. 1. Wr?"2-COMPonent Foam Roof ce valiues tivith the use of Mni.2-con P rent>roam Roof Tile Adhesive��AH-160re�tt N©A that lists uplift resists . 3M�+i 2-Component Foam Roof Tile Adhesive AH-160 shall be applied in coinpliance with.the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with.the use of 3MTi't 2-Component FomsRoofTile,e for exceed the uplift resistance determined'iii attachment resistance,expressed as an uplift based sy compi'icompliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. lients shall 3. 3MT11'2-Component Foam.Roof Tile Adhesive a 3M Company's and its com 2-Component Foat Roof Adhesive AN- Roofing Application Standard RA 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 craving jurisdiction. 5. Calibration of the Foam Dispenser RTF 1000 dispensing equipment uiredbefore pplicati any dh The mix ratio between the"A component and the B component maintained 1.0-1.15 1 0 (B). The dispense timer shall be set to deliver 0.0175 to 4.15 pounds per the as determined at calibration. No other settings shall be approved. Adhesive AH-164 shall he applied with Foam Dispenser RTF 1000 or 6. 3MW 2-Component Foam Roof Tile ProPacW 30& 100 dispensing equipment only. 7. 3MT41 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 3MTb"2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. g, 3MTNi 2-Component Foam iRo t Tile Adhesive H-160 place file;profile requires patty the ttspe ific;placetuent noted accordance with the'Place herein. Table 1:Adhesive Placement Far Each Generic Tile Profile Tile Profile Placement Detail Single Paddy Weight Ttivo Paddy Weight per Mill.(grams) paddy Min.(grains) leg #1 35 N/A Flat,Low,Hi h Profi High Profile 2 Piece Barrel #I 17/side on ca N/A 24 and 34J an N/A Flat,Low,High Profiles 42#3 8 H igh Flat,Low,Hi Profiles NOA No.: 12-0228.18 Expiration Date:05/10/17 Mlpirnw Approval Date:05/10/12 mECOUrrrr W Page 4 of 7 LABELING: All 3N ni 2-Component-Foam Roof Tile Adhesive AH-160'containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUME-MENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of t#us system. ADHESIVE PLACEMENT DETAIL I SINGLE PATTY NaRlhrouShplassoamid Paddf(Beneathlik} RaIItArau all plaWeceiaenl p y{eeaeaih7gej uadeday9nent IInd'.�lalaoeM •ts�; i0 21n EsueCoste , '� , Fasda fascia fa�aCovca 19aepimta EaveeourseoatY Eavackosum Eavecouraeonty Keepadheskeapptox Rdpedge t(huphom a�x 41e.gplmmweephotes EaraC�aure 41a.uphorewae Ies 1z's or Hall ttuough pis stkcement paddy(8eaeathTga) k}PlaceGumbadbasWetoacmm1?1023 ap��y Ran throughytasUecemenk square Inches to conWclx4lh fhb pan the Underlaymaal - _ i}TumeoveraupsMadaxnPlaceadhas(vatl2ta - ToSIa.FtomoutsldeedgeoScoverGte. o TheninafaRthoOTe. undedayavnk All 101n. z 1rt. FateCouze - �� Eno MUM Ram Eavecouraeordy app SheaUJng Keep adhesNaapprar.4laup Pasch c kmeov - lromaeepwes courtoze ille. Abu►Waacoadwmaeet 9 Beya..Ensuraeav0eoiot Pot W l4odar paaartdeovem esare onloa�w�aa1 fluahalsrrall". adgasetth En''sdosure We a Pasch {maAarahavm} NOA No.: 12-0228.10 Expiration Date:05/10/17 MIJAM DADE COUNTY Approval Date:05/10112 ,...e m Page 5of7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nag through plastic cement Nall through plasUocement paddy(Beneagr7Be) My(Beneathtite) Undedaymenl e . Undedayment a — = 7tnft- v e = a e EaveCourse e Fascia Fascia 1Veept+ate EaveCouna Eaveetosure gdpedge Do Closure Nall through ptastlo cement Paddy(Beneath rite) Underlaymenl --_ e - e 0 Faveclosure EMCaurse Fascia NOA No.: 12-0228.18 Expiratiost Date:05/10/17 NJtAt�IMaAOt touNiY Approval Date:05/10112 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Kali through plastic cement paddy Nall through plastic cement Single paddy under tie (between die) undedayment Single paddy between file ° Pa 21n.x7lmmedlum e , (u derlite) size paddy eays ° s cowsoonly i Single paddy Y==ti_ e131n.x3In. Ttn. under tle X3 tn. !` ' ,_ d fn. . 21n. - _ $ingle paddy on 2 in. b In. fag!on under• pa laymen under. e _ - tayment t~ Single paddy fascia Ea worse on top of life Weephote Single paddy in.%7ln.medium ccoouee rs Save closure on top of 01e she paddy save Ddp edge Fascia course only Nall through plastic cement under died Single paddy between Ilse ° �tn.x3ln. din' JJ e Single paddy onundedayment 20, ° Single paddy Eavaclosure on top of file 21a x 71n.medium tiavecause size paddy eave course only Fascia END OF THIS ACCEPTANCE NOA No.: 12-0229.18 Exp,irutloir Date:05/10/17 1141AMWADECOU Ty Approval Date:05/10/12 Page 7 of 7 S CHAPTER 16,SECTION 1824 HIGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CON. 311D RATIlM 1524.11 Scope. As If pertains.to this section,It is the responsIbIHty of the roofing contractor to provide the owner with the required roottng permit,and to explain to the owner the content of this see-Ron. The provisions of Chapter 15 of the Florlda SulldIng'Coda,Butfdrng govern the minimurri requirements and standards of the industry for rooting 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 designated space indicates that the Item has been explained. _ Aesthetio -workasau tttp: The workmanship provislons of Chapter 5(High-Velocity Hurricane Zone)are for the purpose of providing the roofing system meets the wind resistance and wafer Intrusion performance standards. Aesthetics(appearance)are not d consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance,that are not part of of zoning code should be addressed as part of the agreement between the owner and the contractor. 2. Renalling wood decks: When replacing roofing,the existing wood roof deck may have to be renalled in accordance with current provisions of Chapter 16(i-11gh-Velocity Hurricane Zones] of the Fforfda Buffding Code. Building. (Th-e roof deck is usually concealed prior to removing the existing roof system.) 3.Common roads: Common roofs are those which have no visible delineation between neighboring units(le.,townhouses,condominiums,etc.). In bulldings with common roofs,the rooting contractor andlor owner should notify the occupants of adjacent units of roofing work to be performed. 4. Closed callings: Exposed,open beam ceilings are whore the underside of the roof deckn, can be viewed from below. The owner may wish to maintain the architecturar appearance:therefore, roofing nail penetrations of the underside of the decking may not'be acceptable. The owner provides the option of maintaining this appearance. s. E'ondIng water: The current roof system and/or deck of the bullding may not drain well and may cause water to pond(accumulate)In low-lying areas of the roof. Ponding cork 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 conditions rnaY not be evident until the original roofing system Is removed. Ponding conditions should be corrected. a' g, overtow suppers[wall outlets 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 ii•overflow scuppers wail 00tiets)are not provided. It may be-necessary to install overflow scuppers in accordance with the requirements of:Chapters 16 and 16 herein and the F'lorlda Bullding Coder Plumbing. 7. Ventilation-, Most roof structures should have some ability to tent natural airflow through the interior of the structural assembly(the building Itself). The existing amount.of attic ventilation shall not be reduced. . Exception: Attic spaces,designed by a Florlda-licensed engineer or registered architect to eliminate the affix venting,venting shall not be required, n Owner'slAg rrt's St t re Date ° s ature Farrar AB-S26(page 2 of 7)New 3116102 . • o i ittlil Iffll 1111!1!I!1 lilt!illll illli fill HI! 3 CFN 2013RO454183 OR Bk 2866E Fs =46r (fps) RECORDED 06/07/2013 1OID 036 ®TICE OF COMMENCE N�' HARVEY RUVINP CLERK OF COURT A RECORD®COPY MUST BE POSTED ON THE JOB SITE AT THE OF FIRST INSPECTION LAST COUWTY'e ;FLOR%DA 1 /�/ LAST FADE PERMIT NO TAX FOLIO NO.�I" L�O&� ®� . STATE OF FLORIDA: 9 COUNTY OF MiAMI-DARE: 4 s THE UNDERSIGNED hereby gives notice that improvements will be made to certain real properly,and in accordance with Chapter 713,Florida Statutes,the following information Is provided in this Notice of Commencement. i Space above reserved for imejof r� of ce 1, al description of properly and streettaddress:�eL4A) /AA /Q�J! ✓ � g°� /•�' 4� 0 i escriptlon f improvement S.Owners)name and address' interest in property. Name and address of fee simple titleholder: 4.Cam, Hire is a ddrsss e 6.Surety:(Payment bond required by owner fro bdhl•actor,if any) Name,address and phone•number. Amount of bond$ 6.Lender's name and address: 7.Persons within the State of Florida designated by er upon whom notices or other documents may be served as provided by Qyess yon Section 713.13(i)(a)7.,Florida Statutes, aG boy Name,address and phone number y 6.in addition to himself,Owners designates the follo n pe on(s)to receive a copy of the Lienor's Notice as provided In Section o 713AV)(b),Florida Statutes: Name,address and phone number. 9.Expiration date of this Notice of Commencement �? tths e9cphaticn dat0 is 1 year fro9n the dflt9 of reoo9r•3tr9g 99a1m a Gate Is epeatnedl WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARE CONSIDERED IMPROPER PAYMENTS UNDER GRAFTER 713,PART 1,SECTION 713.13.FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR Q IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SiTE BEFORE THE A FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT: Slgnature(s)of er()or er(s)' cer/Director/Partner/Manager Paul Bongo Roofing,IITC. Prepared 13y V11'1"- Prepared 13y 7999 SW 2g Place � Print Name Print Name 2 Tltle/Of ce Titla/Offlce Davle,Ft 33317 Or STATE OF FLORIDA Q} COUNTY OF MIAMI-DADE 0 U. C The ego e t was ackno befo this day of —a • iL cwj .c ividually,or as for m ❑Personally known,or❑produced the following type of 091 uj L' Signature of Notary Public: >B Print Name: °`° °•° ®� N �D (SEAL) ��°® it12?p��A • s vIExtFInnMON PURSUANT TO SECTION 9?=,FLORIDA STATUTES Under penalties of perjury,I declare that I have read the foregoing and that the facts stated In It are true,to the best of my knowledge and belief. X00 #EE 176196 a zr Sign s)of Owners)or )`s orized Officer/DUector/Partner/Manager who signed SAA. s•,®oy ••-*;Ely 14309-b'd PAOE9 9/,10 oABfPIUI019lb��