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RF-13-1876 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-200789 Permit Number: RF-8-13-1876 Scheduled Inspection Date: October 11, 2013 Permit Type: Roof Inspector: Rodriguez,Jorge Inspection Type: Final Roof Owner: MARIA SALAZAR,JOHN SASSO Work Classification: Tile/Flat Job Address: 133 NE 102 Street Miami Shores, FL Phone Number Parcel Number 1132060131820 Project: <NONE> Contractor: BM GENERAL REPAIRS LLC Phone: (786)395-5135 Building Department Comments RE ROOF TILE AND FLAT ROOF Infractlo Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-200685. Replace broken tiles Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 11,2013 For Inspections please call: (305)762-4949 Page 14 of 26 Miami Shores Village Buildin g Department 10050-M E.2nd Avenue Miami Shores Florida 33138 i Tel:(305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER:(305)762.4949 -- FBC 20 BUILDING Permit Noln� ) PERMIT APPLICATION Master Permit No. Permit Type: BUILDING ROOFING JOB ADDRESS:/3-:? j!!Ve _57— City: Miami Shores County: Miami Dade Zip:_ 3 33/ Folio/Parcel#: // ?,?00 --0l_3 L ZG Is the Building Historically Designated:Yes NO.,-­- Flood Zone: OWNER:Name(Fee Simple Titleholder): `Z a AN 7A-440 Phone#: Y, Address: 1- �7 AJ C- 102 z± City: Y- L ill.( �WA44-s State: 7` r L Zip:JC j✓13! Tenant/Lessee Name: Phone#: Email: Z- CONTRACTOR:company Na We- Phone#: 2 Address City: State: Zip: Qualifier Name: W e Phone#: 5`/3 7 State Certification or Regis on#: ell e— 13 21 l8 } 0 Certificate of Competency#. Contact Phone#: 1&-- 6 /?�'S ° Email Address: DESIGNER:Architect/Engineer: Af Phone#: r Valve of Work for this Permit:$ 5quare/I.inear ZaIrlRep a of Work: &06 Type of Work: ❑Addition CIA" Alteration ONew lace ODemolition Description of Work:_ 06'60& ? . Color thru Cite: a4z l` i C ,�I'V7 /3> Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FF.F.NOW 11)11F$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE. OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be;7),,and a reinspecdon fee will be charged Signature ✓1. Signature Zer or gent ontractor The foregoing instrument was acknow dge before me this The foregoing instrument as:by'kno e�lus G day of A6-&57 ,201 by day of ,O �" ,20 j w personally kno to me or who produced who' o y kno to me or who produced As identificati n and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: SANTIA�o MEDINA NOTARY PUBLIC: � I !III MY COIuOvIISSIOIV#D D963497 r NTIA(3©ME 1t�ES:Febru�y 21,2014 y�gISSIoN#DD963497 Amos.Co. F ,y 21,2014 OFN'',' �y '1.Na'ceM1Y D18 �''pli.Irs'� Sign: ,tea— ,, Sign: I.Nacmv ,ASSM co. +. t Print' s Print: My Commission Expires: My Commission Expires: ® 2 el if/ APPROVED BY Z Plans Examiner Zoning Structural Review Clerk (Revised 3/12J2012)(Revised 07/10/07)(Revised 06/10/2009XRevised 3/15/09) ,��qg�by and rg rn to: Eric van der Vlugt,Esq. Vice President Clear Title Services,Inc. 1111 Kane Concourse Suite 209 Bay Harbor Islands,FL 33154 305-865.5718 File Number: 13-0328 Sasso -pace Above This Line For Rceordhtg -- Warranty Deed This Warranty Deed made this day of July,2013 between Z%1 Segal,a single man whose post office address is 720 Conchshell Manor,Plantation,FL 33324,grantor,and John J.Sasso IV,a single man and Marta Salazar,a single woman whose post office address Is 133 NE 102 St.,Miami Shores,FL 33138,gmntee: (Mower used herein tha tetras"grantor°and°grantee'include oil the parties to this 10trament Od the haba,kgal reprasontativas,and assiges of individuals,and the successors and assigns of corporations,tracts and trustees) Witnesseth,that said grantor,for and In consideration of the sum of TEN AND NO/I00 DOLLARS(S10.00)and other good and valuable considerations to said grantor in hand paid by said grantee,the receipt whereof is hereby acimowledged, has granted,bargained,and sold to the said grantee,and grantee's heirs and assigns forever,the following described land, situate,lying and being in Miami-Dade County,Florida to-wit- Lot 19,and the East 14 of Lot 18, Block 13, of AN AMENDED PLAT OF MIAMI SHORES SECTION NO.1,according to the Plat thereof,as recorded in Plat Book 10,Page 70,of the Public Records of Miami-Dade County,Florida. Parcel Identification Number.11-3206-013-1820 SUBJECT TO: 1) Taxes for the year 2013 and subsequent years and an applicable zoning ordinances and governmental regulations. 2)Conditions,restrictions,limitations,and easements of record,If any,but without the Intention of reimposing same. Together with all the tenements,hereditaments and appurtenances therm belonging or in anywise appertaining. To Have and to Hold,the same in fee simple forever. And the grantor hereby covenants with said grantee that the grantor is lawfli ly seized of said land in fee simple;that the grantor has good right and iawfnl authority to sell and convey said land;that the grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances,except taxes accruing subsequent to December 31,2012. In Witness Whereof,grantor has hereunto set grantor's hand and seal the day and year first above written- DoubtaTimes r Signed,sealed and delivered in our presence• 4 41(s Witness Name: > r. Witness Name. tate of Ist�b f"del A, e vauq es States of AMerla Country of Israel United City of The foregoing instrument was acknowledged before me this day of July,2013 by Z9 Segal,a single man,who[)is personally known or[X]has produced a driver's license as identificatlon. •- 9 Anismxn jofficial Seal) Cansul of the United States of America OfficOr printed Name: My Commission Expires: )4 Doubleltnem Warranty Deed-PW Z NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION C F N 2013893628010 OR 9k 29761 Ps 17731 tips) PERMIT NO. TAX FOLIO NO. RECORDED 08/09/2013 09=42.'33 HARVEY RUVINv CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA STATE OF FLORIDA: LAST PAGE COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real - property,and in accordance with Chapter 713, Florida Statutes,the following information is provided in this Notice of Commencement -------- - 1. Legal d n ion of property and street/add 'I 2. Description of provement 3. Owners)name and address: c ®M hti5a LE 102 �� ° skmel FL M Interest in property:_22i= y v� Name and address of fee simple titleholder: 4. Contractor's Wme and address. 4- F ray -a 6. Surety:(Payment bond required by owner from contractor, if any) Name and Address: Amount of bond$ 6. Lender's name and address. vR�s v� 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name and Address: o` i 8. In addition to himself,Owners designates the following person(s)to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and Address: - all 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specked) -- o Si r of er ° Print Owner's Namd- ro 50 Prepared by l9 m Sworn to and subscribed before me this_,A day of t:ga Fr .20 a 6 Address: Z av t� Notary Public: 0 9 lea 4 Print Notary's Name: My commission expi "P% gANf1AGd)MEDINA MY COW&SMON 0 DDW497 EDMUM: 1,pptyM)1'A[LY STATE OF FLORIDA _.�y_AC#46 1*8 Le 7 9 1 p Congratulations! With this license you become one of the nearly one minion i DEPARTMENT OF BUSINESS AND Floridians licensed by the Department of Business and Professional Regulation. 1 PROFESSIONAL, REGULATION Our professionals and businesses range from architects to yacht brokers frbm boxers to barbeque restaurants,and they keep Florida's economy strong. j CCC1329870 111/2,8,x!12 120178003 1 Every day we work to improve the way we do business in order to serve you better. For information about our services,please tog onto www. orldallcense.com. CERTIFIED RO.. FXNt3 CONTRACTOR i There you can find more infonnation about our divisions and the regulations that MARTINE'L, lx*ftY ANT NY impact you,subscribe to department newsletters and learn more about the BM GENERAL'RIeAIRI I,LC Department's initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly.We constantly strive to serve you better so that you can serve your customers. 10 CERT=g111p under the provisions of ch.489 Ps Thank you for doing business in Florida,and congratulations on your new licensel mp um date. AUG 31, 2014 L12102SC2ss7 DETACH HERE AC#6484791 STATE OF FLORIDA DEPARTM30V 301�UGUg,,Nz2S A PRLICENSINGLBO�IILATION { SEQ#L12102502SS7 L ENSE NBR t 10 25 2012 112017800LJCCC1329870, The ROOFING CONTRACTOR Named below IS CERTIFIED Under the provisiono of Chapter Expiration date: AUG 31, 2014 MARTINEZ, BARELY ANT©NY BX GENERAL REPAIRS LLC SW 71 AVE MIAMI FL 33155 �p RICK SCOTT KEN LAWSON ! GOVERNOR rCP !Y LC 7Ff11 ItCi" DV 1 AA SECRETARY 08/16/2013 11:15 FAX 3052691108 DELTA INSURANCE UND. Q001/001 '' kk M CERTIFICATE OF �"�116/2013 LIABILITY INSURANCE 08M5/20,3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFOTtMATIOW ONLY ANb CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE GOES NOT AFFIRMATIVELY OR NEGATIVELYAMEND,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•certH)ate holder la an ADDITIONAL INSURED,the policy(In)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 endorsamen a). PRODUCER CONMkCT LUIS DE LA LLERA DELTA INSURANCE UN DERWRITERS,INC. AJG No E:d: 305-289-1107 Nv 30b-288-1108 777 N.W.72n¢AVENUE,SUITE 3133 DELTAINSUND{E�AOL COM MIAMI,FLORIDA 33128 ADDRESS: INSURER(S)AFFORDING COVERAGE N= INSURED INSURER A: ENDURANCE AMERICAN SPECIALTY INS.,CO. 41718 S M GENERAL REPAIRS,LLC. INSURER B: 4609'8,W.71-AVENUE INSURER C: MIAMI,FLORIDA 33135 INSURER D: INSURER E: INSURER P. COVERAGES CERTIFICATE NUMBER; 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, IN EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, TYPE OF INSURANCE A"INUSUR4 Yu POIJCYNUMSER M!D M D LlItM118 GENERAL LIABILITY ✓ COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000. F,/1 P Es c�cu etee $ 100,000. - ��CLAIMS MADE OCCUR MED EXP(An one person $ 5,000. A i CBC100DI372800 12/01/2012 12/01/2013 PERSONAL&ADV INJURY $ .11000,000. GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000. POLICY PROJ- LOC PRODUCTS-COMP/OPAGG $ 11000,000. AUTOMOBILE UABIL" S ANYAUTO (Eaecddenij $ A D AUTOS OW'E SCHEDULED BODILY INJURY('er person) $ AUTOS HIRED AUTOS NON-OWNED LBODILY INJURY(Per aoc{dent) $ AUTOS PPRor OpPEE T?AMAGE $ UMBRELLAIJAB OCCUR $ EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ OED RETENTION $ WORKERS CV PENSAT'ON AND $ EMPLOYERS' LMMY YIN ANY OFFICEORIPMREMBERlUDL D9 CUTI � N/A LA ` @Mandatory In NH} E.L.EACH ACCIDENT $ tiyes,deacribeunde FLDIBEASE-EAEhPLOYEE $ DESCRIPTION OF OPERATIONS bNca E.L.DISEASE-POLICY LIMIT $ .DESCRIPTION OF OPERATONS/LOCATIONS/VE711CLt 3(ptachACORD 101,Additional Remarks Scheduk N morespace Is required) ROOFING CONTRACTORS LICENSE NUMBER CCC1329870. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE VILLAGE OF MIAMI SHORES IF BUILDING DEPT. THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 10050 NE 2nd AVENUE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES,FL 33138 PH 305 795 2204 FAX 305 7588972 AUTHORIZED REPRESENTATIVE LUIS DE LA LLERA ACORD 25(2010105) The ACORD Hams and logo 0 1988.2010 ACORD CORPORATION,All rights reserved. go are registered marks of ACORD JEFF ACWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW ** ..ONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual fisted below has elected to be exempt from Florida Workers`Compensation law. EFFECTIVE DATE: 11113/2012 EXPIRATION DATE: 11/13/2014 PERSON: MARTINEZ SORELY FEIN: 453597790 BUSINESS NAME AND ADDRESS: SM GENERAL REPAIRS LLC 7737 SW 162 Pty MIAMI FL 83193 SCOPES OF BUSINESS OR TRADE: ROOFING-ALL KINDS AND DRIVER Pursuant to Chapter 440.06(14),F.S.,an officer of a corporation who ekxb exemption from this chapter by filing a oartiflrate of election under this section may not rover benefits or compensation under this chapter.pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt..apply only within the scope of the twshness or trade listed on the notice of election to be exempt pursuant to Chapter 440.06(1 3),F.S.,Notices of election to be exempt and cartilicates of election to be exempt shall be subject to revoe800n if,at any time after the fNing of the note or the issuances or the certificate,the person named on the notice or certificate no tonger meets the requirements of this section for issuance of a cerdroate.The department shalt revoke a certificate at any time for fatlurs of the person named on the certftets to meet the requirements of this section. QUESTIONS?(850)413-1609 DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 TRANSFER OF BJS1%,ESS:OWNER X Ax NEB IIISFN �ASE-F�RN—T) —ESS -fi PURCHASER NAh9)"{PLEASE f5U—R—CHASER SIG--XTLTRE SELLER NA FvE §E—LLER&&K—At--itRE- -,q BuSINFSS TA' 9 o ACERTIFiCATEDFU$EAND TAX rAJcwr FIRST-CLASS T tatAL U.S.POSTAGE MAUNMMCOUM LMAL PAID TAX66LUWW MIAVA,FL PEPAW NO.221 e'tt lot FLOW MMK VL RENEWAL 691112-8 fD %0T PAY - 718693-5 r32 auvraMMOOMIRS LLC STATE 7737 SW 162 PL 33193 UNIN DADE COUNTY 0Y11 GENERAL REPAIRS LLC WORKER/S sqo,TjrVp9jtTAtTv BUILDING CONTRACTOR I -rH,S',g ONLY A LOCAL susm4gss TAX Racawr 17 DOES NOT PERMIT Ng HoLotR TO WOLATe My exisnNo REGULATORY OR no NOT FORWARD ZON1140 LAWS Of THE coUttTy OR MIES. NOR DOES IT 4XIMPT THE "Govin FROM AM 10MIR pFqmt,r oft u IN" BM GENERAL REPAIRS LLC ;mouian OV LAW.rAM IS KOr A CE4 A SORELY MARTINEZ MORM ,.,;V oUr THE HO WWA! 7737 SW 162 Pt MIAMI FL 33193 AkAMI-VAOR COUNTYTAX COLLECTOR 10/0 /2012 33 0000775 0153 00 Miami shores Village Eggs E Building Department 10050 N.E.2nd Avenue ��ORiDA` 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: ' 10050 NE 2"d Ave Miami Shores, A 33138 Re: Owner's Name: To +A) D� Property Address:Z � 3 /r/457 Roofing Permit Number: Dear Building Official: I `..l'yT}N certify that I am not required to retrofit the roof to wall connections of my buildin use: he 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) Signature Print Name State of Florida County of Dade The undersigned, being the first duly swom,deposes and says that he/she is the owner for the above property mentioned. Swom to and subscribed before me this day of ��� jr v%. Co�SS' N#DD�o1a1 a' MY FebTUmsY Co, Notary Public, Sate of Florida at Large • When the just valuation of the structure for purer of ad r=ener=ontractor n Is equal to or more than$300,0DO.00,and the building was not constructed with FBC nor a 1994 SFBC.Then you must provide a bullding application from for the Roof to Wall connection Hurricane Mitigation. �Klamiiitide My Home 8/8/13 11:56 AM `r f pc My Home MIAMIDAD M low Show Me: Rvpertyinbrrnatior► Legend Search By: Property Boundary : ,. S81eCtitenl ME 1A3R0 ST AAL_ f Property L Text only ,�w' ,f Report Homestead Fraud `' fV Street Property Appraiser Tax Estimator Z Highway IJ Property Appraiser Tax r" i Miami-Dade Comparison County Water S mary Details: F No.: 11-3206-013-1 20 133 NE 102 ST N ng IGI SEGAL ess: W E 890 WINKFIELD WAY HE 102H o tsT AVIE FL 8 3331- 4h /2 a Information: ne: 1000 SGL FAMILY- 101-2300 SQ 001 RESIDENTIAL- INGLE FAMILY s: /2 1 s: 1 ta e: 1 475 SQ FT Aerial Photography-2012 0 56 ft 1948 IAMI SHORES SEC 1 MD PB 10-70 LOT 19 E1/2 OF 18 BLK 13 Legal LOT SIZE 75.000 X 113 My Home Property Information Property Taxes Description: R 19805-0996 07 2001 1 My Neighborhood I Property Appraiser 1 COC 26254-4422 03 008 1 OR 26696-2273 Home Using Our Site Phone Directory Privacy(Disclaimer 1208 00 Assessment Information: FVa 2013 2012 If you experience technical difficulties with the Property Information application, $110 324 $94 403 or wish to send us your comments,questions or suggestions $100802 117516 please email us at Webmaster. $211 126 211 919 : $211 126 209 968 Taxable Value Information: Web Site Year: 2013 2012 ©2002 Miami-Dade County. All rights reserved. Applied Applied Taxing Exemption/ Exemption/ Authority: Taxable Taxable Value: Value: Tonal: $0/$211,12 $0/$209,96 pun : 0/$2111126 0/$209 968 i 0/$211 126 0/$209 968 [School Board: 0/$211 12fi 0/$211 919 http://gisims2.miamidade.gov/myhome/propmap.asp Page 1 of 2 *Miam*D'ade My Home 8/8/13 11:56,AM Sale Information: e Date: 12/2008 e Amount 280 000 ' ISale O/R: 6696-2273 ualification as which am qualified Descri 'on: Vie Sales Additional Information: Click here to see more information for this Property: Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Wing Land Use Urban Development Boundary oning Non-Ad Valorem Assessments Environmental Considerations http://gisims2.miamidade.gov/myhome/propmap.asp Page 2 of 2 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES Florida`Building Code Edition 2004 Mgh-Velour Hurricane Zone Un form Permit Application Form. ecfiio a 1 w ner 1 nformafionl ast r P N� Process No. CA p on ac W t sa OF oil J Ad 0 �O U Z , ROOF CAS oyff lope Q Mechanically Fastened Tile ortar/Adhesive Set Tile �° $ Q Metal Panel/Shingles ® LLu hl s Q Wood Shingles/Shakes Uj LU ® z a Q O j a Q Prescriptive BUR-RAS 150 ROOF TYPE "Q ,New Roof IU/eroeflng 0 Recovering ❑ Repair Q Maintenance ROOF SYSTEM INFORMATION " Low Slope Ro Area S � ( �� Steep Sloped Roof Area(SF) � 0 0 P Total(SF) r f ) el 000 Section B_ { lptan� o t a :illu ate all levels and sections,roof drains,scuppers,overflow scuppers I de en i s of e t ons and levels,clearly identify dimensions of elevated pressure zones and location p r p pp and overflow drains. � on of p • r Section C MIAMI-GAD. Miami-Dade County HVHZ Electronic Roof Permit Form Section C Page(Low Slope Roof Systems) "vehverh3g Fxcel/cslvcc>Evory Day" Fill In the speclflc roof assembly components.!f a component is not required,insert not applicable(n/a)in the text box. ROOF SYSTEM MANUFACTURER: GAF MATERIAL CORP Top Ply: GAF MINERAL CAP SHEET 07 1219.09 Product Approval (NOA): System Type: E Top Ply Fastening/Bonding Material: Wind Uplift Pressures,From RAS 128 or Sealed Calculations: HOT MOP ASPHALT (131) Field: -42.8 psf Surfacing: GRANULES SINGLE PLY MEMBRANE: (P2) Perimeters: -71.7 psf Single Ply Manufacturer/Type: (P3)Comers: -108.0 psf NA Maximum Design Pressure From NOA: '52.5 psf NA NA Single Ply Sheet Width: "1/2 Sheet Width: Roof Slope: 0.25 ":12 Roof Mean Height: 14 ft. NA No.of Single Pty 1/2 sheets: Parapet Walls: ID No El Yes Parapet wall Height: ft. Single Ply Membrane Fastening/Bonding Material: NA Deck Type: --5/8"Plywood- y 0 FASTENER SPACING FOR BASESHEET ATTACHMENT Support Spacing: NA "o/c ❑SINGLE PLY MEMBRANE ATTACHMENT Alternate Deck Type: NA 1.Field: 9 "o/c @ Laps&E rows 9 "o/c Existing Roof: SAME 2.Perimeter: 6 "o/c @ Laps& 4 rows 6 "o/c Fire Barrier: NA 3.Comer: 6 "o/c @ Laps& rows "o/c NUMBER OF FASTENERS PER INSULATION BOARD: Vapor Barrier: NA 1. Field: NA 2. Perimeter. NA 3. Comer: NA Anchor Sheet: Insulation Fastener Type NA NA Anchor Sheet Fastener/Bonding Material: WOOD NAILER TYPE AND SIZE: NA 1"X6"FACIAL BOARD Insulation Base Layer Size&Thickness: Wood Nailer Fastener Type and Spacing: NA Insulation Base Layer Fastener/Bonding Material: #12 WOOD SCREW EDGE&COPING METAL SIZES: INA Insulation Top Layer Size&Thickness: Edge Metal Material: --Galvanized Metal-- NA Edge Size: --3"face 26 ga. - Insulation Top Layer Fastener/Bonding Material: Hook Strip Size: --SELECT EDGE METAL HOOK STRIP SIZE- -NA Edge Metal Attachment: Base Sheet(s)&No.of Ply(s): 1-1/4"RS NAIL 4"OC GAF GLASSBASE 75#(1) PLY Coping Material: --SELECT PARAPET WALL COPING MATERIAL-- Base Sheet Fastener/Bonding Material: 1-1/4"RS NAIL&TIN CAP 1-5/8"TIN CAP Coping Size: --SELECT COPING METAL SIZE OR THICKNESS-- Ply Sheet(s)&No.of Ply(s): Hook Strip Size: --SELECT COPING METAL HOOK STRIP SIZE-- FParaGAF PLY IV(2) pet Coping Metal Attachment: Ply Sheet Fastener/Bonding Material: NA HOT MOP ASPHALT TYPE IV 1 Edge Nailable Deck MIAMMADE Miami-Dade County HVHZ Electronic Roof Permit Form e "Delivering Excellence Every Day' Illustrate Components Noted and Details as Applicable: y r� ti Top Ply Interp lies Roof Mean Height: 14 ft. Base Sheet , } Drip Metal: X3"GALVANIZED 3" S Surfacing: Drip frtsj GRANULES Top Ply: GAF MINERAL CAP SHEEN" E Interplies: �s GAF PLY 4 .... .. . ..... . ..... . v _ Base Sheet: Roof Deck � } � � = GAF GLASSBASE 75 Deck Type: PLYWOOD 5/8" Section D Sloped System Description . Tile Roof System Roof System Manufacturer or goo Notice of Acceptance Number(NOA): ; 01_,09:"-"Q7 Minimum Design Wind Pressures,If Applicable(from RAS 127 or Calculations): P 1: -39.1 P 2: -68.1 P 3: -100.7 Maximum Design Wind Pressures, (From the NOA Specific system): 40.4 psf Fill in the specific roof assembly components.If a component is not required,insert not applicable(n/a)in the text box. Deck Type: --5/8" Plywood-- r yy Optional Insulation: s N/A Optional Nailable Substrate: w� �N/A Optional Nailable Substrate Attachment: Roof Slope: Roof Mean Height: 14 ft. Basesheet Type: Method of Tile Attachment: ASTM D226 30#FELT --Adhesive, Medium Paddy Polyfoam Polypro-- Fastener Type for Basesheet Attachment: Alternate Method of Tile Attachment per NOA: 1-1/4 RS NAIL&TIN CAP 1-5/8 N/A Tile Underlayment(Cap Sheet)Type: ASTM FELT 90# Drip Edge Size&Gauge: 3"face 26 ga.-- Tile Underlayment Attachment Method: Drip Edge Material Type: -Galvinized Metal-- HOT MOP ASPHALT TYPE IV Drip Edge Fastener Type: 1-1/4 RS NAIL 4"OC Tile Profile: MO CON CRETE TILE Hook Strip/Cleat gauge or weight: Select Hook Strip—� ,�i�� Appr < Ih Section E(Tile Calculations) Method 1 "Moment Based Tile Calculations Per RAS 127" For Moment based file systems,use Method 1. Compare the values for Mr with the values from W.If the Mf values are greater than or equal to the Mr values,for each rea of the roof,then the file attachment method is acceptable. P 1: 39.1 X 7, 0.313 = 12.23 _Mg: 7.91 =Mr1: 4.32 . 5 40.4 NOA Mf P 2: 68.1 X x 0.313 = 21.31 ,Mg: 7.91 =Mr2: 13.40 < 40.4 NOA W P 3: 100.7 X 0.313 = 31.59 _Mg: 7.91 =Mr3: ?3.68 40.4 NOA Mf Method 3"Uplift Based Tile Calculations Per RAS 127" or 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 ach area of the roof,then the tile attachment method is acceptable. '1: x 1: = x w: _ -W: = x Cos 0:M=Fr1: S NOA F' :12: x1:�= xw: = -W: = x Cos 0:El=Fr2: 5 NOA F' �3: x 1: = x w: _ -W: = x Cos 0:r7=Fr3: :5 NOA F' Where to Obtain Information to complete the calculations Where to Find Description Symbol Design Pressure P1 or P2 or P3 Table 1 RAS 127,or by an engineer analysis prepared,signed and staled by a professional engineer based on ASCE 7. Mean Roof Height H Job Site Roof Slope 6 Job Site Aerodynamic Multiplier x Product Approval(NOA) Restoring Moment due to Gravity Mg Product Approval(NOA) Attachment Resistance Mf Product.Approval(NOA) Required Moment Resistance Mr Calculated Minimum Attachment Resistance F' Product Approval(NOA) Required Uplift Resistance Fr Calculated Average Tile Weight W Product Approval(NOA) 'Tile —length Product NOA Tile Dimensions w=width Approval(NOA) rage G 01 JJ The use of gypsum board under any of the following Class A,B or C systems does not adversely affect the rating.The use of 1 12-in.minimum thick gypsum board is an acceptable alternate for minimum insulation over C-15/32 thick roof decks. The use of polystyrene Insulation board between minimum 3/a-In.thick perlite board and deck with rosin paper(perlite/rosin paper/polystyrene/perlite)is a suitable alternate for polyisocyanurate board In the following Class A,B or C systems. "EnergyGuard@ RA"or"Tapered EnergyGuard@ RA"or"EnergyGuard@ Composite RA"may he substituted for any Atlas poly isocyanurate Insulation in any of the following Classifications. Trumbull"Perms Mop"may be utilized with any of the following"Asphalt Felt Systems with Hot Roofing Asphalt". "GAFGLAS@#80 Premium Base Sheet"may be used In any of the following systems. "GAFGLAS@ Flex Ply 6"and'Tri-Ply@ Ultra-Flexible Ply 6"are suitable alternates to"GAFGLAS@ Ply 6". "GAFTEMP Permailte Recover Board"may be used in lieu of any perlite insulation in any of the following NC Classifications. Unless otherwise indicated,any of the"Asphalt Felt Systems with Hot Roofing Asphalt"may be surfaced with"Fireshield MB"at 21/2 to 3-gal/100- R2. "Ruberoid@ Dual Smooth"may be used as an alternate to"Ruberoid@ Mop Smooth"or"Ruberoid@ 20"or"Ruberoid®20 HT" "Ruberoid@ Mop Smooth 1.5"may be used as an alternate to"Ruberoid@ Mop Smooth" Class A,B and C Hot roofing asphalt,for use with organic and glass felts or modified bitumen membranes. "Ruberoid@ Heat Weld"SBS roofing membrane may be used in lieu of"Ruberoid@ Mop"SBS products in any applicable Classification. Class A 1.Deck:C-15/32 Incline:3 Insulation(Optional):_One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness. Ply Sheet:—Three or more plies Type G1 or"GAFGLAS@ Ply 4"or"Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6"hot mopped. Surfacing:—Gravel. 2.Deck:C-15/32 Incline:2 Insulation(Optional):—One or more layers perlite or wood fiber or glass fiber or polyisocyanurate or urethane or perlite/polyisocyanurate composite or perlite/urethane composite or wood fiber/polyisocyanurate composite or phenolic,any thickness. Ply Sheet:—Three or more plies Type G1 or"GAFGLAS@ Ply 4"or'Tri-Ply@ Ply 4"or"GAFGLAS@ Ply 6". Cap Sheet:-One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCap BUR Mineral Surfaced Cap Sheet." 3.Deck:NC Incllne:2 Insulation(Optional):—One or more layers perlite,wood fiber,glass fiber,polyisocyanu rate,urethane,perlite/polyisocyanurate composite,perlite/urethane composite,wood fiber/polyisocyanurate Composite,phenolic,2-in.maximum. Ply Sheet:—Two or more plies Type G1"GAFGLAS@ Ply 4","Trl-Ply@ Ply 4"or"GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply®Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCap BUR Mineral Surfaced Cap Sheet." 4.Deck:C-15/32 Incline: 1 Slip Sheet(Optional):—Red rosin paper,nailed to deck. Insulation(optional):—Any thickness perlite or wood fiber or glass fiber or polyisocyan u rate mechanically fastened or adhered with OMG Inc."OlyBond Fastening System"or any UL Classified insulation adhesive. Base Sheet:—One ply Type G2"GAFGLAS@#75 Base Sheet"or"Tri-Ply@#75 Base Sheet"(may be nailed). Ply Sheet:—One or more plies Type Gi"GAFGLAS@ Ply 4"or'Tri-Ply@ Ply 4"or GAFGLAS@ Ply 6". Cap Sheet:—One ply Type G3"GAFGLAS@ Mineral Surfaced Cap Sheet"or"Tri-Ply@ Mineral Surfaced Cap Sheet"or"GAFGLAS@ EnergyCap—BUR Mineral Surfaced Cap Sheet." Surfacing(optional):—"TOPCOAT@ EnergyCote"°"applied at a rate of 2-gal/100-ft2. 5.Deck:NC Incline:3 http://database.ul.com/cgi-bin/XYV/template/LISEX'T/lFRAME/showpage.html?name=T... 2/23/2012 01i NEWS NOTIFICATION TOIL MAJ =a , , SECTION 1524 HIGH vELocm HURRICANE ZONE—REQUIRED OWNERS NOTIFICATION MR ROOFING CONSIDERATIONS 1524.1 Scope.As it pertains to this section,it is the resp risibility of the roofing contractor to provide the owner with the required roofing permit,and to explain to the owner the convent of this section.The provisions of Chapter 15 of the Hmida Building Coate,Bw7ating govern the minimum requirements and standards of the industry for roofing system installations.Additionally, following items should be addressed as part of the agreement between the er and the contractor.The owner's initials in the designed space indicates that the item has been explained. 1.Aesthetics-workmanship:The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone)are for tlx:purpose of providing that the roofing stem meets the wind resistance and water intrusion performance standards. Aesthetics(appearance)are not a consideration with respect to workmanship provisions.Aesthetic issues such as color i ode should be addressed as of the agreement between a zoo c l� ral appearance,that are not of zoning , or archrtectu a�eara the owner and the contractor. 10 2.Renailing wood decim When replacing Toofing,the existing wool roof deck may have to be renailed in accordance with the current provisions of Chapter 16(High Velocity Hurricane Zones)of the Florida Building Code. deck is usually concealed prior to removing the existing roof system). W3.Common roofs:Common roofs are those which have no visible delineation between neighboring units(i.e. townhouses,condominiums,etc.).In buildings with common roofs,the roofing contractor andfor owner should notify occupants and adjacent units of roofing work to be performedL 4.Exposed ceilings:Exposed,open be&n ceilings are where the underside of the roof decking can be viewed from below.The owner may wish to maintain the architectural appearance,therefore, roofing nail penetrations of the underside of the decking may not be acceptable.The owner provides the option of maintaining its appearance. S.pan&ng water.The current roof system an&or deck of the building may not drain well and may cause water to pond(accumulate)in kxw-lying,areas of the roof.Ponding can be an indication of structural distress and may require the review of a professional structural engineer.Ponding may shorten the life expectancy and performance of the new roofing system.Ponding conditions may not be evident until the original roofing system is removed.Ponding conditions should be corrected. T6.overflow scuppers(wall outlets):It is required that rainwater flow off so that the roof is not overloaded frorin- iald up of water_Perimetededge walls or oar roof a ger►sions may bloom this discharge if overflow scuppers(wall outlets)are not provided.It may be necessary to install o+aflow scuppers in accordance with the requirements&" CbapW 15 and 16 herein and the Florida Bu&ft Code,Plug: 7.v+entilafiom Most roof strur-:titres should have some ability to vent natural airflow through the interior of the Akctural assembly(tie building itself:The existing amount of attic ventilation shall not be reduced. Fxcepdorm Attic spaces,designed by a Florida-licensed engineer or registered architect to eliminate the attic venting, shall not be required. owner's(Agent's Signature: �`'' Date: Contractor's Signature: Permit Number. /3-3 � �° MIAMI. MIAMI-DADE COUNTY 1++� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miar idade.$ov/sera Boral Roofing,LLC 7575 Irvine Center Drive,Suite 100 Irvine,CA 92618 SCOPE: This NOA is being issued under.the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.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: Saxony 900 Concrete Roof 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 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 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 job site at the request of the Building Official. This renews and revises NOA#07-0711.03 and consists of pages 1 through 8. The submitted documentation was reviewed by Alex Tigera. / NOA No.: 12-0222.03 MWMIDADEC l+' Expiration Date: 04/26/17 A...O Approval Date: 04J19/12 Page 1 of 8 ROOFING ASSEMBLY APPROVAL Categorj Roofing Sub-Category: Roofing Tiles Material: Concrete Deck Type: Wood I. SCOPE This NOA approves a system using Saxony 900 (Shake, Slate & Split Shake) Concrete Roof Tile, as manufactured Boral Roofing LLC in Lake Wales, FL. and described 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 the installation section herein. The attachment calculations shall be done as a moment based system.. 2. PRODUCT DESCRIPTION Manufactured by Test Product Applicant Dimensions Specifications Description Saxony 900 1= 17" TAS 112 Flat profile,interlocking,high- w= 13 pressure extruded concrete roof tile 1-5/32"thick Slate equipped with two nail holes. For 1-9/32"thick Shake& direct deck or battened nail-on,mortar Split Shake set or adhesive set applications. Trim Pieces Length:varies TAS-112 Accessory trim,boosted Barcelona, Width: varies concrete roof pieces for use at hips, varying thickness rakes,ridges and valley terminations manufactured for each tile profile. 2.1 MANUFACTURING LOCATION 2.1.1. Lake Wales,FL. 2.2 SUBMITTED EVIDENCE: Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161-03 Static Uplift Testing Dec. 1991 Appendix III TAS 102&TAS 102(A) The Center for Applied 94-084 Static Uplift Testing May 1994 Engineering,Inc. TAS 101 (Mortar Set) The Center for Applied 94-060A Static Uplift Testing March, 1994 Engineering,Inc. TAS 101 (Adhesive Set) NOA No.: 12-0222.03 CMLK ADE COUNTY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 2 of 8 The Center for Applied 25-7183-6 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Direct Deck) The Center for Applied 25-7183-5 Static Uplift Testing Feb. 1995 Engineering,Inc. TAS 102 (2 Quik-Drive Screws, Battens) The Center for Applied 25-7214-1 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw,Direct Deck) The Center for Applied 25-7214-5 Static Uplift Testing March, 1995 Engineering,Inc. TAS 102 (1 Quik-Drive Screw, Battens) Redland Technologies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix H TAS 108(Nail-0n) Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing Aug. 1994 1994 TAS 108(Nail-On) Redland Technologies P6631-01 Wind Tunnel Testing July 1994 TAS 108(Mortar Set) Redland Technologies P0402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails The Center for Applied Project No.307025 Wind Driven Rain Oct. 1994 Engineering,Inc. Test#MDC-77 TAS 100 Atlanta Testing& Engineering, R1.894 Physical Properties Aug. 1994 Inc. R2.894 TAS.112 R3.894 Celotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Celotex Corporation Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering, Inc. Evaluation 25-7094 February 1996 Calculations Walker Engineering,Inc. Evaluation 25-7496 April 1996 Calculations Walker Engineering,Inc. Evaluation 25-7584 December 1996 Calculations 25-7804b-8 25-7804-4&5 25-7848-6 NOA No.: 12-0222.03 MIAMN AMCOUNfiY Expiration Date: 04/26/17 ,...• Approval Date: 04/19!12 Page 3 of 8 Walker Engineering,Inc. Evaluation 25-7183 March 1995 Calculations Walker Engineering,Inc. Evaluation Aerodynamic Multipliers January 2007 Calculations Walker Engineering, Inc. Calculations Two Patty Adhesive Set April 1999 System Walker Engineering,Inc. Evaluation Restoring Moments Due to February 2007 Calculations Gravity Nutting Engineers 130 TAS 112 January 2007 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with TAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with the applicable Building Code. 4. INSTALLATION 4.1 Saxony 900 (Slate,Shake & Split Shake) Concrete Roof Tile and its components shall be installed in strict compliance with Roofing Application Standard RAS 118, RAS 119, and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight(W)and Dimensions (I x w ) Tile Profile Weight W(lbf) Length-1 (ft) Width-w (ft) Saxony 900 11.5 1.417 1.08 Slate, Shake&Split Shake Table 2: Aerodynamic Multipliers -A.(ft ) Tile A.(ft ) (ft ) Profile Batten Application Direct eck Appli 4 tion Monierl-ifetile Saxony 900 0.289 :L0.-313/ Slate,Shake&Split Shake NOA No.: 12-0222.03 MWh11Ew4DECOUNTY� Expiration Date: 04/26/17 l ' Approval Date: 04/19/12 Page 4 of 8 Table 3: Restoring o n due to Gravity- Mg(ft-lbf) Tile 2":12" 3":12" 4":12" 5":12" 6":12" 7":12" or Profile greater Saxony Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct Battens Direct 900 Deck Deck Deck Deck Deck Deck Slate, 7.16 8.12 7.08 8.03 6.97 7.91 6.82 7.74 6.65 7.55 6.46 7.34 Shake& Split Shake Table 4: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Nail-On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15132" (min. 19132" plywood) plywood) Saxony 900 2-10d Ring Shank Nails 30.9 38.1 17.2 Slate, Shake& 1-10d Smooth or Screw Shank Nail 7.3 9.8 4.9 Split Shake 2-10d Smooth or Screw Shank Nails 14.0 18.8 7.4 1 .#8 Screw 30.8 30.8 18.2 248 Screws 51.7 51.7 24.4 1-10d Smooth or Screw Shank Nail 24.3 24.3 24.2 Field Clip) 1-10d Smooth or Screw Shank Nail 19.0 19.0 22.1 Eave Clip) 2-10d Smooth or Screw Shank Nails 35.5 35.5 34.8 Field Clip) 2-10d Smooth or Screw Shank Nails 31.9 31.9 32.2 Eave Clip) Table 5: Attachment Resistance Expressed as a Moment Mf(ft-lbf) for Two Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance Monierl-ifetile Saxony 900 Adhesive 31.3 Slate, Shake&Split Shake 1 See manufactures component approval for installation requirements. 2 Dow Chemical TileBond Average weight per patty 13.9 grams. Polyfoam Product, Inc.Average weight per patty 8 grams. Mt�►Mb =� N No.. 12-0222-03 Expiration Date:: 04/04/26/17 O Approval Date: 04/19/12 Page 5 of 8 Table 6: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Single Patty Adhesive Set Systems Tile Tile Application Minimum Attachment Profile Resistance MonierLifetile Saxony 900 Polyfoam PolyProTm 118.9 Slate, Shake&Split Shake Polyfoam Pol ProTAA 0.4 3 Large paddy placement of 45 grams of Pol Pro'"". 4 Medium paddy placement of 24 grams of PoI Pro'"". Table 7: Attachment Resistance Expressed as a Moment-Mf(ft-lbf) for Mortar Set Systems Tile Tile Attachment Profile Application Resistance MonierLifetile Saxony 900 Mortar Set 43.9 Slate,Shake&Split Shake 5. Tile-Tite Roof Tile Mortar 5. LABELING 5.1 All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo as detailed below,or following statement: "Miami-Dade County Product Control Approved". LABEL FOR SAXONY 900 TILE(LAKE WALES FL PLANT LOCATED UNDERNEATH TILE 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this system. NOA No.: 12-0222.03 MIAM COUNW Expiration Date: 04/26/17 ,. .� Approval Date: 04!19/12 Page 6 of 8 PROFILE DRAWING NAIL HOLES 16/32"(slate) 1 8/32"(shake) 17" OVERLAY 13" WATERLOCK SAXONY 900 CONCRETE ROOF TILE(SLATE MODEL) db MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE(SPLIT SHAKE MODEL) NOA No.: 12-0222.03 CFDWDECOUNT7 Expiration Date: 04/26/17 ,...E W Approval Date: 04/19/12 Page 7 of 9 1 s : r •, ..ti♦'4•z.~'.=:�•. •.,tip_ 4` MONIERLIFETILE SAXONY 900 CONCRETE ROOF TILE(SHAKE MODEL) END OF THIS ACCEPTANCE NOA No.: 12-0222.43 APPROVED]M crY Expiration Date: 04/26/17 Approval Date: 04/19/12 Page 8 of 8 MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY AFFAIRS(PERA) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldaae.eov/sera 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 Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. 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 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 be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official.. This renews 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 ta"n DADECOUt�lrr Expiration Date:05/10/17 r- Approval Date:05/10/12 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves 3MTM 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 attachment calculations are done as a moment based system for single patty placement,and as an uplift based system for double patty systems PRODUCTS MANUFACTURED BY APPLICANT: Product Dimensions Test Product Description Specifications 3MTM 2-Component Foam N/A TAS 101 Two component polyurethane foam adhesive Roof Tile Adhesive AH- 160 Foam Dispenser RTF1000 N/A Dispensing Equipment ProPack®30& 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami-Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2-Component Foam Roof Tile Adhesive AH-160 roof tile adhesive. MANUFACTURING LOCATION: 1. Tomball,TX. PHYSICAL PROPERTIES: Property Test Results Density ASTM D 1622 1.6 lbs./ft 3 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./Ft2 Moisture Vapor Transmission ASTM E 96 3.1 Perm/Inch Dimensional Stability ASTM D 2126 +0.07%Volume Change @-40°F.,2 weeks +6.0%Volume Change @I 580F., 100%Humidity,2 weeks Closed Cell Content ASTM D 2856 86% NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAMMADECOUMY Approval Date:05/10/12 � ' Page 2of7 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. EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94-060 TAS 101 04/08/94 257818-IPA TAS 101 12/.16/96 25-7438-3 SSTD 11-93 10/25/95 25-7438-4 25-7438-7 SSTD 11-93 11/02/95 25-7492 SSTD 11-93 12/12/95 Miles Laboratories NB-589-631 ASTM D 1623 02/01/94 Polymers Division Ramtech Laboratories,Inc. 9637-92 ASTM E 108 04/30/93 Southwest Research Institute 01-6743-011 ASTM E 108 11/16/94 01-6739-062b[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 03/02/99 520109-2-1 LIMITATIONS: 1. Fire classification is not part of this acceptance.Refer to the Prepared Roof Tile Assembly for fire rating. 2. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall solely be used with flat,low,&high tile 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 3MTM 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 HANDI-STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. I F l W 2� _ Fl=*1- MS NOA No.: 12-0228.18 Expiration Date:05/10/17 MAMMADE COUNTY Approval Date:05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 maybe used with any roof tile.assembly having a current NOA that lists uplift resistance values with the use of 3MTM 2-Component Foam Roof Tile Adhesive AH-160. 2. 3MTM 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 3MTM 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 in compliance with Miami-Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA. 3. 3MTM 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 3MTM 2-Component Foam Roof Tile Adhesive AH- 160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained'Qualified Applicator'approved and licensed by 3M Company. 3M Company shall supply a list of approved applicators to the authority having jurisdiction. 5. Calibration of the Foam Dispenser RTF1000 dispensing equipment is required before application of any adhesive. The mix ratio between the"A" component and the"B"component shall be.maintained between 1.0-1.15 (A): 1.0 (B). The dispense timer shall beset to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 shall be applied with Foam Dispenser RTF1000 or ProPack®30& 100 dispensing equipment only. 7. 3MTM 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 3MTM 2- Component Foam Roof Tile Adhesive AH-160 has been dispensed. 9. 3MTM 2-Component Foam Roof Tile Adhesive AH-160 placement and minimum patty weight shall be in accordance with the'Placement Details'herein. Each generic tile 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) #1 17/side on cap and 34/ an N/A Flat,Low,High Profiles #2 24 N/A Flat,Low,High Profiles #3 8 NOA No.: 12-0228.18 �rqu►Maoaoe couwrr Expiration Date:05/10/17 Approval Date:05/10/12 Page 4 of 7 LABELING: All 3MTM 2-Component Foam Roof Tile Adhesive AH-160 containers shall comply with the Standard Conditions listed herein. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or applicable building code in order to properly evaluate the installation of this system. ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Nall through plastic cement paddy Rend Toe) Nall through 0as0o cenu nt S ) Undedayrtrent Underlapund 1 1 IX. - 10 in. ✓ it _ In 10 fn ° 21 Fave Course ° Fasda Sere Cause Fasda Waedmie Eave emu a* Eave cease onty: Eave closure Eave Closure 4Keep pft lve � Ise tq)from �d� �P edge Nall through plastic cement paddy(110-01 TOe) 1)Place enough adhesive to aehbve 17 to 23 �a�2x4 s NA through Oastie cement Undalaymem square i in contact with the pan th steep cedore 2)Turn covers upskledown.Place alhesNe 112 fa To 1 in.From outside edge of cow Me. 1 Then Install the ft o underlayment o Eave Course Eave Closure Eave course Doty Keep adhesive approx.4In.up Fast ofof�gs am 3heaUdn from weepholes cease covertihe. Abum serand course of opOael plan Se cm tgraman and of pant ip Namr on Ionplaw flush at am One. edges of Ole Eave dose Weephole Fasraa ( ) NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAMI•DADE COUNTY Approval Date:05/10/12 � - a e 1. Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY Nail through plastic cement Paddy(Beneath 7qe) Nail through plait cement Paddy(Beneath ige) Undedayment ° . Undedaymerd ° S a 7 In. �.2 in. 71n. iIn. Eave Course Fascia Fascia % Wu*le Ears Course Eave closure UP edge Ears Closure Nail through plastic cement Paddy(Beneath Tge) Umlerlayment ° 7 1 n. Ears closure Earn Course Fascia NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAMFDADe couHn Approval Date:05/10/12 a a Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY II,I Nail through plastic cement paddy Nail through plastic cement Single paddy under His (between file) erlayme Und nt Single paddy between file ° Paddy 21n.x 71n.medium (under tile) size paddy save ° course only � Single paddy --_ _ 3 in. under file } in.x 3 in. tx 3 in. s; f� / 4 In. . 2 In. Single paddy on 2 in. �4 In. Single under. paddyon layment ° under- IaymeM Single paddy Fascia Save course on top of the Weephole Single paddy 2 in.X 7 in.medium Course UP closure on top of file size paddy eave UP edge Fasca course only Nail through plastic cement Single paddy under the Single paddy between the l$�Sin.x 3ln. 41n. Single paddy =_ on underiayment 2 n. Single paddy Fave Closure on top of the 21n.x 7 in.medium ��Course size paddy eave cause only Fasca END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date:05/10/17 MIAMI-DADE CoLR4W Approval Date:05/10/12 Page 7 of 7 MTAW4DAWjg COUNTY,FLORIDA IM i-A M hD MMORDADE FLAGLER BL%DING 140�FLAGLLER s�T+sU`M 1603 BUILDING CODE COMPLIANCE(UMCE(BCCO) �pj,URIDA 33130-1563 PRODUCT CONTROL DIV><gION (305)375-2901 FAX(3051375-2908 NOTICE OF ACCEPTANCE OA GAF Material Corporation. 1361 Alps Road Wayne,NJ 07470 SCOPE: l'h is NOA is being issued under the applicable rules and regulations govemiug the use of construction materials.The documentation submitted has been reviewed by the eBBCC and accepteas Where allowed Code and Product Review Committee to be used m MiamA Dad �y by the Authority Having Jurisdiction(AEU). Phis NOA shall not be valid after the expiration date state d below. The lVliami-Dade County Product control Division (In Miami Dade County) and/or the AHJ (in areas °��'than ��,h�product or reserve the right to have this product or material tested for quality assurance P�se of such testing material fails to perform in the accepted manner,the manufacturer will meat the expe and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BO}ZA reserves the right to revoke this acceptauce,if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code.. "I't,is product is approved as desdribed herein,and has-been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone ofthe Florida Building Cede. DESCRIPTION: GAF Conventional Built Up Roof Systems for Wood Decks. 1,ABLLING: Each unit shall bear a permanent label with the manu£°ctur nless otherwise noted to and fol(owing statement: "Miami-Dade County Product Control Approved", in. here ' erein.tiYAL 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. ,l`F:RNMNi AT10N of this NOA will occur after the expiration date or if there has been a revision or cii,irzgc in the materials,use,and/or manufacture of the m o an product or pr is a Ofthis N tettns ate e:tidorse ent of any product,for sales,advertising or any purposes th is NOA. Fai lure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADD V�R.TISEMENT: Ths NOA number preceded by the words Miami-Dade County, Florida, grid any Portion tion of the NOA is followed by the expiration date may be displayed in advertising literature. displayed, then it shall be done in its entirety. I NSIIECTION: 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 tha job sit®at the request of the Building Official. "Ph is NOA renews and revises NOA No.03-0501..05 dQonssi d of I tlir gh 19. 1'he submitted doaurnontation was reviewed by Jorg P�`�e8 ATOA.Ho.: 07-1219.09 Expiration Date: 11/04113 Approval Date: 03/20/08 Page 1 of 19 Deck Type 1: Wood,Non-insulated Deck Description: "lia"or greater plywood or wood PIROk decks System Type E: Base sheet mwhaniWly fastened' All General and System Limfitatioun shall apNiY• Fire Barrier: FireOufrm Fire Barrier Coating,V hielcl�Non-Asphaltic Fiberglass-Based (optional} Underlayment or Securock" `• rm Base Shy STRATAVENT®Elimminator`rm Base sheet: GAFGLA #80 ULTIMA RUBEROWO 2+0,RUBF-110 Nailable,RUBEROID'a Modified Base Sheet, Heat WetdTu Smooth or RUBEROD�®Hai-del 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS�Ply 4,GAFGLAS'Flex Pl k approved annular rink, hank or any of above Base sheets attached 9"o.c.aatthe lap staggered Sad in two nails and tin caps at a fastener span $ rows 12"0.0.in the field See General Lin#7) (Maximum Design Pressure=4S psf, GAFGLASO Ply 4,GAFGLAe-Flax PIyT1°a 6,GAFGLAS&#75 Base Sheet ar any of above Base sheets attached �� W11-Teem#,A� dlates, or# 15 Screws and 3 Drill-Tee Steel P 12"O.C.in 3 rows. .Onc row is in the 2"Side lap. The Other rows are equally spaced approximately 12 o.c,in the field of the sheet. # See General,LimrJtaWO � (Maximum Do pressure-dSPsf,. GGLASO Flex PIyTM 6,GAFGLAS'P#75 Base Sheet o any of above Base tached to deck with approved annular ring shank nails and tin� a spaatng of 9"o.c.a t the 4"lap staggered and in two rows 9"o.c.in the General umwk,n#7) um Design Pressure 52.5 psf; `� RUBFROje Mop Smooth, GAFGLAe#80ULTWATO'RUBMorrQed i'/+�annular ring shank nails and base sheet attached to deck with appr t of 9"O.Q.at the 4"lap and in two inverted 3"steel plate at a fastener spat ng" 9" in the center of dw.membrane. rows staggered with a fastener spacing (mxximrun Design Pressure-60 ps1 y see Genend Limitad°n#7) GAFGLAS�#75 Base Sheet or any of above Base Sheets attached to deck with Drill-TeA #12 7 standard,#14 or# 15 Screws and 3"Drill Tec?M steel plats or Drill-TecTM AccuTrac Plates, 12"o_c.in 4 rows. One ro'w'is in the 2"side lap- plates, are equally spaced approximately 9"0.0.in the field of the sheet. The other rows See GeneraLunt tatlsn#7) (Maximum Design Press�rre--b0 psf shank nails Any of above Ease sheets attached to d .approved annular ring spacing of q"ox-at and:3"inverted Drill-Teem insulation plates at a fastener the 4"tap staggered in two rows 9"in Seee GGjIWal.Lhn on#7) (,waximum Design Pressure-60 psf, NOA No.: 07-1219.04 Expiration Dates 11104113 Approval 1)pag 17 of 19 MIAMtPAD 'CO111 hod to+ with GAFGLASO#75 Base Sheet ox any Of above BW ahem ate steel plate or Drill TecT�#I2 standard,#14 or# 15 Screws andOn3e Dwl is in the 2"side 1817. l 9"o.c..in the field of the sheet. Drill Tec''""'AceuTrac Plates,8"o.o.iu4a xt�Y The other rows are eq�lY spaced app on#7) .Vesfgn.Pressure—7S pe See General� (M RUBERow,MOP S'�PLY 4, #80 YIL.Ti1V1A,approved asphalt Ply Sheet: One or more plies of GAF'GT-A Smooth or ftUBEftOID'a 20 adhered 2040 ths Jsq- applied within the EVT range Shed or Mineral wed Cap o tional) One ply of GrAFGLAe Shy a fill! �;,rp Sheet* P ® �l�iami Surfaced a and at a rate GAFGLAS Eprov halt lied witWu the EVT rang mopping of approved asp of 20-401bs./sq. or RUBER©ID� 20 is top {optional, required if RUBERQID® MOP Smooth Surfacing: membrane)Install one of the following: vel in applied at 400 Ibalsq.and 3001bsJsq.respecti y Cnr8vel or slag PP halt at 60 Wsq.or aPPtied in a flood a flood coat of approved asp Adhesive applied coat of Leak Buswmm MOW' 103 Cold Frocesa at a rate of 3 galJsq. GAFCiLASe Fn1arff CaP 2. GAFGLAS mineral Surfaced Cap Sheet, eex adhered in a Rttt moping of approved Mineral Surfaced Capsh and at a rate of 20-40 ibsJsq. asphalt applied Within the _VT rang 3. Leak Buster ,,�M 303 Premium Fibered Aluminum Roof Coatsng,.at 1.5 gal11l beak Bustex'"o Mat,berm 322, 4. Leak Bustawm Matrix 715, nqc Roofing TOPCOAT&M +,TOPCOAT Fireshleld Elasto Membritue,applied at 1 to 1,5 gal Xtr Fl�meric goofing 5. Leak BUSWe 11°'MatriOm 602 MB'din fled at Ito 1.5-gal./sq. Memo brmc,gneracote®roof coating aPP hield*SB Solvent 6. TOPCUA'l'o Surface Ste•TOPCOAT-*Fixes Membrane applied at 1to•1.5 gal-Isq enc-F O4 inaw solar energy {,aced Elastom 7. Advance C�'� Technologies Photovoltaic Lam in compliance With collector auxili$rY roof equipment -Building e°�- .ma ufacturer's spaeifieafions and aPP Max71mul"Design See Fastening Above Pressure: NOA No.; 07-1219.09 "P"tion pate. 11104!13 Approval]Date; 0 e $of 19 MIUNTiC I I ' LRVI TATIONS- ed base or anchor $ 6 when used as a mechanically fast ,�O()D pE,�,�jYSi'Ea with Ply A•and Flex Ply . t A skip sheet is req ble to be ira[led directly aver the sheet. , » sum board is accepts 2. Minimum i/), Dens Deck"m or A Type )( 9'P wood deck. G)H,NERAL LI TAnONS• a current Approved goofing Materials Dit rY p lance,refer to . l, Fire classification is not art of this awzl3 be ached in compliance With for fire ratings of this product ors. The first layer shall of approved trrsulation may be installed in multiple lay shall be adhered in a full mopping hed using the Approval guidelines. All other layers or mechanically art product Control App and at a rate of 2 0 lbsjsq., asphalt applied within the EVT range lied in approved asphalt, fastening pattern of the top layer for mechanical attachn1ent. 16011 aPF All standard panel sizes are acceptable lieations over closed cell foam .3 red on all app l,anel size shall be 4'x 4'maximinsulation parcel is required overlay and/or recovery d if no recovery board is used the base sheet peed$" ,1 An 2�" o.c.; or strip m�FP insulations when the base sheet is fully Mopped. 12„ diameter circles, allowing a continuous T spot mopping with app of the sheet laced every 12' in applied using P one at each sidelap and one do'" th�ceA 6�break shall F ribbons in three rows, of the strips is not accept shall be at a minimum rate of arGU oi' ventilation. Encircling application of either system dash press are of-45 psf. each ribbon to allow cross ventalation9�wAsphalt l�l be limit�l to�►maximum Force(gj value of 275 Spot attached ay Characteristi value,as field- 11 s.Iscl. Note: Sp acct is based on a Minimd AS I05 if�e fastener Fastener spacing for insulation attachm A lication Staadar ble. s ibf.,as tested to cort►pliance with Testing PP is based on a e attachment ecifie ta:�ted, are below 275 lbf. insi0 1 tt dmennt O ane-1 or/base shut um dst a value Listed within a sp ac in for meebantca unction.with the m ed by the Building p vial, fastener spacing d termin minimum fastener resistance value in C be less than that required BI Mtneer,Architect,or Should the fastener resistan and sealed by a Florida Registered ize a withdrawal system. re wed,signed faner spaeiag shall util fiance with ;,revised fastener spacing,p p Saad revised larions in comp[Jay licataon Standards TAS 105 aril ca]cu Registered R. Coho tTesting APP of these areas. resistance value taken d RAs 117. ced uplift pressure requirernents Application Standard with the enhan sheet as calculated in compliance with p,,oftng App i Florida registered Perimeter and corner areas shall oomplY insulation and base signed and sealed by is l astener densities shall be increased for both en this limitation 117.Calculations pof Consultt bcable.) Kooting Application Standard RAS or Retie ration#91 not be app shall t'rofe:,sic,nal Engineer, Registered Architect, General Limitation flashing tenxiination design specifically referred within than NOA' metal profile,an d load reQuir"'ents. erimewr Hailers, S 111 and apPlica eviui pressure zones(i.e.field, I I attachment and. °I Cation Standard RA applicable to all roof p ced contorn',with Roofing pp on listed shall be app lation s9aall be,permitted for enhaH >. Cho ntaxirnuin designed pressure linlit�analysis,no extrapo and writ )' en tb5s Neither rati extended corners licable.) perimeters, and corners}. ricneters, ressure zones(i•e-pe General Limitation#71'4'F1 e Flbo jdaBuilding t-astening at enhanced P referred within this 1'T�a�ce audit in aeeordanee w11h� unmitation is specifically to. Al l products listed herein shall ohi-aida Admintish o code. �r►'�` �E► Code and Rule 9B-7z of E OF MS C i rg0A No•: 07-1219.x9 $appxatlon Date; 11144/13 Approval Vate- 14/19 e ov