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RF-14-39Ii A 0 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number. INSP- 207348 Permit Number: RF- 1 -14 -39 Scheduled Inspection Date: February 19, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Final Roof Owner: RUNDLET, ALEXANDER Work Classification: Tile /Flat Job Address: 113 NW 108 Street Miami Shores, FL 33168-4312 Project: <NONE> Phone Number Parcel Number 1121360100310 Contractor: MOONLIGHT ROOFING INC Phone: (786)317 -2178 isunaing uepartment comments RE -ROOF TILE AND FLAT INSPECTOR COMMENTS False Inspector Comments Passed REATED AS REINSPECTION FOR INSP- 205506. Weep holes closed vi- 4� Failed Correction (y Needed ❑ Re- Inspection ❑ e Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 18, 2014 For Inspections please call: (305)762 -4949 Page 44 of 53 r t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 207348 Scheduled Inspection Date: February 19, 2014 Inspector: Rodriguez, Jorge Owner: RUNDLET, ALEXANDER Job Address: 113 NW 108 Street Miami Shores, FL 33168 -4312 Project <NONE> Contractor: MOONLIGHT ROOFING INC Building Department Comments RE -ROOF TILE AND FLAT Passed Failed Correction Needed ❑ Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Permit Number: RF- 1 -14 -39 Permit Type: Roof Inspection Type: Final Roof Work Classification: Tile/Flat Phone Number Parcel Number 1121360100310 Phone: (786)317 -2178 InfracUo Passed Comments INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP- 205506. Weep holes closed February 18, 2014 For Inspections please call: (305)762 -4949 Page 44 of 53 7066 SW 44°1 Street Miami, FL 33155 Tel: 786 - 398 -9179 Fax. 7864800 -2627 afro fii smction(a amail.com LAB CERTIFICATION #10- 0512 -01 SITE SPECIFIC INFORMATION UPLIFT TEST — TAS #106 Roofing Contractor MOONLIGHT ROOFING Job Address 113 NW 106 ST MIAMI SHORES, FL. Owner's Name Type of Tile EAGLE MALIBU Approximate Roof Height 12 feet Roof Pitch 3112 Approximate Square Footage of Roof' 17 ft2 Date Tested 02/14/14 Number of Tests so - Contact Name FRANK Permit # / Date Installed Type of Access to Roof Required Testing Force 35 Lbs Testing Equipment F.G.E.100 Phone # 7/ 360.0156 LOCATION # OF TEST PASS # OF TEST FAIL Corner 6 Tests 6 Pass Test Fail Perimeter 10 Tests 10 Pass Test Fail Field 27 Tests 27 Pass Test Fail Ridge 7 Tests 7 Pass Test Fail TOTAL so Tests 60 Pass Test Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PA 105, THIS ROOF ASSEMBLY HAS PASSEOTHE STATIC UPUFI QUAUfY WITI ROL TEST. THIS TAS SOSTEST HAS BEEN PERFORMED IN FULLACCORDANCE TO THE REQUIREMENTS OF DADE COUNTRY, WITH NO DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS. THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS i i•• P • 0 1 A -1 Engineering Inspection Services, Inc 7066 SW 44 Street Miami, FL 33155 Tel: 786- 398 -9179 Fax: 786-800-2627 alroofigg ectionggmail.com LAB CERTIFICATION # 10- 0512.01 T T T T T 02/14/14 113 NW 108 ST MIAMI SHORES, FL. 7066 SW 40 Street Miami, FL 33155 Tel: 786 - 398 -9179 Fax: 786 - 800 -2627 R I I \ T T T T T T T T T T TT T T T T T T T T T T 7066 SW 40 Street Miami, FL 33155 Tel: 786 - 398 -9179 Fax: 786 - 800 -2627 R T \ T T T T T TT T T T 7066 SW 40 Street Miami, FL 33155 Tel: 786 - 398 -9179 Fax: 786 - 800 -2627 R 6V\aJ�b1N Miami Shores Village Building Department 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 APPLICATION Permit Type: BUILDING FBC 20 LO Permit No. Master Permit No. 'CAF -1 `i ROOFING JOB ADDRESS: 113 W W t O S s` City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: I I r 213 4o— 010 ® 310 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): K—A rEO F-V W C1 Phone #: Address: 113 N u9 OR sr' City: WA366L State: fg, zip: Tenant/I.essee Name: Phone #: Email: CONTRACTOR: Company Name: Address: &)&o fow / 8 !r, Hno!J� LLT 900 '7r -RaA-6 f,' r,,J Q C-- Phone #: W6-017-2/_h? City: ,¢.tit Grwi.- State: Zip :p /� Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: -IR& 3)7- ;?rrg Email Address: _ kjag,&Zl r ;Y Vii- f /,(, / DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ /02, l SO . Square/Linear Footage of Work: / 3 Al Of t o, s y ter 'on ❑New >(Repair e lace ODemolition D .stts�i� r Color thru tile: ,64elle Mal; bu "AllmHbRA " Submittal Fee $ Permit Fee $ Scanning Fee $ Radon Fee $ CCF $ CO /CC $ DBPR $ Bond $. Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ (- Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip ki 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will t be approved and a reinspection fee will be charged Signature m, Signature Owner or-Agent QDntractor The foregoing instrument was acknowledged before me this Z8 day of 'D�s• , 20 L3-, by KA: e c Pei I z t The foregoing instrument was acknowledged before me this day of , 20 A, by ®iZLA� NV who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: ' UNEZ State of Florida Print °' r 5 2014 p�O•'� commission # DD 978896 My Co siiir�$ifres: C� APPROVED BY / � Lr Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NO Sigi Prin My Zoning Clerk NUNEZ ORLANDO a.N� e" ROOFING INC 8060 NW 186TH TERRILCH MIAMI FL 3301 Congratuiationsi With this ticsnse you become one of the nearly one million Ftorldians licensed by the Departrrrent of Business and Professiarhal Regulation. our Vials and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you beater For information about our services, please tog onto www nmHarkNicense+,com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Ethtiy, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! (850) 487 -1395 STATE CW FLOR A .... AC# 6'3 2.G 9,6 9 DSPARTIMNT OF Bt7SINS8S - PROF8813tlLTION CCC132899r t„ f 2 118196 979 &I # ClRT -iVlw-, O RACTOR 4 t IS: Cw =F39D —d- the imovisicros of Ch.-489 PS jbv4rg <= dates AUG- 31, IOU 7.120831.02861 :.. S'KAT'E OF FLORIDA Tliva a II zNEs �+m PRO siE; TION N$ . IDN I IISTRY L . c� BO SEQ#L12083102861 Xam eld, `be2dw -.18 C 17ader tht— tirovia BxpiratLou date: TLRRicB FL 33015 KEN L°AWSON RIO O SLCPMARY I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 206689 Scheduled Inspection Date: February 11, 2014 Inspector: Rodriguez, Jorge Owner: RUNDLET, ALEXANDER Job Address: 113 NW 108 Street Miami Shores, FL 33168 -4312 Project: <NONE> Permit Number: RF- 1 -14 -39 Permit Type: Roof Inspection Type: Tin Cap Work Classification: Tile/Flat Phone Number Parcel Number 1121360100310 Contractor: MOONLIGHT ROOFING INC Phone: (786)317 -2178 Building Department comments RE -ROOF TILE AND FLAT INSPECTOR COMMENTS False I TIN CAP SPACEING False Inspector Comments Passed f CREATED AS REINSPECTION FOR INSP- 206397. CREATED AS REINSPECTION FOR INSP- 206295. CREATED AS REINSPECTION FOR INSP- 206252. CREATED AS REINSPECTION FOR INSP- 205501. Flat only by photos Failed ❑ cancelled by contractor jose 305 - 992 -4523 ROOF ALREADY COVERED NEED LETTER FROM ARCH. Correction ❑ � ,, Needed y Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 10, 2014 For Inspections please call: (305)762 -4949 Page 20 of 37 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 206688 Permit Number: RF- 1 -14 -39 Scheduled Inspection Date: February 11, 2014 Permit Type: Roof Inspector: Rodriguez, Jorge Inspection Type: Cap Sheet Owner: RUNDLET, ALEXANDER Work Classification: Tile /Flat Job Address: 113 NW 108 Street Miami Shores, FL 33168 -4312 Project: <NONE> Contractor: MOONLIGHT ROOFING INC comments RE -ROOF TILE AND FLAT Phone Number Parcel Number 1121360100310 INSPECTOR COMMENTS False Phone: (786)317 -2178 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 206566. CREATED AS REINSPECTION FOR INSP- 206398. CREATED AS REINSPECTION FOR INSP- 206296. CREATED AS REINSPECTION FOR INSP- 206253. CREATED AS REINSPECTION FOR INSP- 205502. Not ready will take Failed ❑ pictures on flat only MUST PASS TIN CAP Only slope Correction Needed cancelled by contractor jose 305 - 992 -4523 Re- Inspection I"; Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 10, 2014 For Inspections please call: (305)762 -4949 Page 19 of 37 A, -1 Engineering Inspection Services, Inc 7066 SW 4e Street Miami, FL 33155 Tel: 786 - 398 -9179 Fax: 786 -800 -2627 aa] rmftapection @ ailxom February 7, 2014 To: Miami Shores Village Building Department Re: 113 NW 108 ST Miami FL The following was observed: C� Contractors: Moonlight Roofing Permit #: RF- 114-39 30# Felt nailed with 1 1/4&S. Nails thought 5/8" tin craps. 30# Felt nailed at 6" on center at lap and two rows of 12" on center at field 90# Felt 90# cap sheet adhered in full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. per square. 90# felt back nailed V o c. with 1 1/4 " &S. nails with tin caps. To the best of my knowledge, belief and professional opinion, it was found that the #30 felt and 90# felt installations complies with the minimum requirements of the Florida Building Codes Please, do not hesitate to contact my office if you have any question. Y�NT T LIr A 7066 SW 40 Street Miami, FL 33155 Tel: 786-398 -9179 Fax: 786-800 -2627 !'i�„�.43 x'F'g'sA' `)NMI a tin'' tit ;c ac.,,. 7.n. { X'Ylr+" -"• 1 fl" r; rz `' 3 T ♦ 7 y..y>;'r a �2 M, .r ...:,, a J`�s 4• x„ � Y 1 t . _... . - . ... :" w., .r.t r: hT.. 1 "' _ pip:•pppp .::•_. r. r i ty 7 rr. 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"��r`�'' �,r,�, .tr1 (l MT 6 Local Business Tax Receipt Miami -Dade County, State of Florida THIS IS NOT A F&L — W NOT PAY LBT 6570676 OUGUMM R> EXPIRES MOONLIGHT ROOFING INC REMEVML SEPTEMBER 309 2014 8060 NW 186 TM Wine ne Must be displayed et place of business MIAMI, FL 33015 Pursuant to County Code Chapter 8A — Art 9 & 90 I CERTIFICATE OF LIABILITY INSURANCE Fax (954) 510 -7323 INSURED IN11URER8: MOONLIGHT ROOFING INC I C: 8060 NW 188TH TERR IN D: MIAMI. FL 33015 (954) 846-2358 INSR E : BRAIRER F - COVERAGES CERTIFICATE N1IRBER: REVISION N(Ai18E t. THIS IS TO CERTIFY THAT THE POLICIES OF DURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERM INDICATED. NOTWITHSTANDING ANY RECAAREMENT, TERRA 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. LIDS SHOWN MAY HAVE BEEN REDUCED BY PAID GLANDS. t TYPE OF 6 CG POLICY KUNBER EAF PO Y Lam GENERAL LIAORRY EACH 1,000,000.00 ® CDTAL caT LIABLLtTY DAB S 100,000.00 A Q ❑ CLAW44MM ❑ OCCUR N N GLF=1463MI 08/01/2013 080112014 MWEXP QM $ 5,000.00 ❑ I PERSONAL a ADV auuRY $ 1.100,000.00 ❑ GENERALAGGREGATE s 2,000,000.00 OR& AGGREGATE LUT APPLIES PER PRODUCTS - Commop Am I s 1.000.000.00 DESCR 1 OF AMNS t LOCATIONS I VENCA" (Meech ACORD 101, AdMwW Rewaft 8 . B mae spew is wupdrem ROOFING SERVICES GEKr MATE PHA.DER GANGELLATHM Miami Shares Vide 10050 NE 2 Avenue Miami Shores, FL 33138 ACORD 25 (2010105) OF EI. 1 I SHOULD ANY OF THE ABOVE DES-IUSEB POLICIES BE CANCELLED BEFORE THE BXPIMT= DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. O 1888.2010 ACORD CORPORATION. A01 fights merved. The ACORD name and hW are registered marks of ACORD 1` 71 5 Elf +!!�. ; a . �f oec ■ . _.arm �r. -t e.M .. DESCR 1 OF AMNS t LOCATIONS I VENCA" (Meech ACORD 101, AdMwW Rewaft 8 . B mae spew is wupdrem ROOFING SERVICES GEKr MATE PHA.DER GANGELLATHM Miami Shares Vide 10050 NE 2 Avenue Miami Shores, FL 33138 ACORD 25 (2010105) OF EI. 1 I SHOULD ANY OF THE ABOVE DES-IUSEB POLICIES BE CANCELLED BEFORE THE BXPIMT= DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. O 1888.2010 ACORD CORPORATION. A01 fights merved. The ACORD name and hW are registered marks of ACORD * * CgMFICATE OF eja= TO BE EXIMIT FIRM FLOMDA WON= CONrBMTM LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Rorida Wwkers' Compensation law. e FEIM R 1112"1120'12 EXPIRATION DATE: 11/2112014 BUSINESS NAME AND ADDRESS: "DONLIeff ROOFING INC 8080 NM 186 TIUMAICE NtA1U FL 33018 SCOPES OF BUSINESS OR TRADE: 1- ROOFING - M.L. KINDS AND DRIVER •• ! itJ It 'rAM' 4onwt to Cholor 440 - NAM F.S., a o#IM d a conmad d Wo elects exemption frM dft ZIMPUff h filing ■ cxtlfictle of election "am ibis section cry iness o ttensitts a con the not endear oo to r. to a 440.45f12T. F.S., Cettidieates d etectlaa to be exempt... apply only witbin de sce0e d an tnata�n or trod@ listed � de notice d @tecNaa b be exec. Peassta to Cbepier 440.0413), F.S.. IbNe@s of election to be exempt and certiticades of eletlFOn t0 iM @xeAp! 1 ti@ S jOCt t0 rexet�iWl it. a my tld@ �r as tiling of the notice or the issume d 60 csrtlficet@, the per200 nested on the notice or eerdifi>�e no longer Draws am regirements of ibis setten le, tsmaee d a ccttibcdo. the d@pettment swdi rese" o cwWlcnt@ en esy time for 'sitere of the persea n an the cerificste to we do re"iremexts of this seater. QUESTIONS? (850) 413 -1609 OM -252 CERTIFICATE OF ELECTION TO BE EXEWT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE SCOPE OF 13USI ESS OR TRADE: I- ROOFKdc - ALL KINDS AM OWER IMPORTANT ¢ pursuant to Chapter 44{105(14). F.S., an officer of a corporation who O elects exemption from this tempter by filing a certificate of election L corder this section mM not recover benefits or compensatim under this D chapter. 11/21/2014 pursuant to Chapter 440,05021, F.S., Certificates of election to be H exempt_ apply oldtr within the scope of the business or trade listed on E to notice of elecibm to be exempt R E Pursuant to Chapter 441105(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, aY any titles after the filing of the notice or the issuance of the certificate, t a person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department *a revoke a certificate at deny time for failure of the person hatted on the certificate to meet the requirements of this sectian. QtwxnDNS? (850) 413 -1609 * Cwt bottom portion on the job, keep upper portion for your records. 4 OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11 a� CERTIFICATE OF LIABILITY INSURANCE relrm�zola 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 HO IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy pee) 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 Ileu of such andomemential. PRODUCER FRANKCRUM INSURANCE AGENCY, INC. 100 S. MISSOURI AVE. CLEARWATER FL 33758 oom= IOAWIe: 1-800-277-1620 X49W �,x 727-M-0704 MU AFFORDING COVERAGE NAICS INSURER A: FRANK WNSTON CRUM INSURANCE CO. 910 INSURED FrankGrum 1-800- 277 -1620 100 S MISSOURI AVENUE CLEARWATER FL 33758 INSURER INSURER C: INSURER D: INSURER : INSURER F: COVERAGRO CERTI TE NUNSBER: REVISION NUMBER THIS 1s TO CERTIFY THAT POLICIES OF INSURANCE LUSTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE FOR -POD 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 AFPORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. UMrM SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 1 1020FORWRAKU MR � POLICY NU9rBER OMMION T P M WYYYY) LEITS ammmutew" OEtOMRAe DUTY A64DE =ODOUR EACH OCCUFAMCE DAMAOETDRINtED � Ee aoa B IMN;DE7P oae wean PSR�NAI.a 1 OENM1.PditeAtWAiEUN6rAPPLIES PP.R PcuaY PROJEOr Lw PRODUCTS -COMPADP AOO S A UABSRY ANYAUTO ALLOWNEI) AUMFAIILEO AUrOB AUYOS NOND HUM AUTOS gppt Ir IXY INJURY (Pet pmo) SODILYRIURY(Pe eoddmtll 1 PROPERVIIAMPM l )MIRE"U" RXCEe U" CRS CLAMVRMDE EACH URRENCE S AGUREGATE DWI I RE19N[0IN8 A VORKIMCOMPENSATIONAM ErsPLOVESS'tuslrtY ANYPROPRIETORPAT P�cO<UnEOr (a ybNFq Iyee.deaalt aft DESCRIPTION OF OPEPAMM below KfA WC201400000 1/1/2014 111/2015 X WCSTATU. TORYUMUS OTH. I ER EJ. AOCFD9Nr 1000 E.L.MGWWE- EAEMPLOYM 1000000 F-L0wA"-PMxyUwr 9000000 DIMMPTIONOFOPERAT /LOOATIONSIYOULED Pb=hACMIO1,AdeAWWRa bftbedLOkOworeW=br EFFECTIVE 04l28f2013. COVERAGE IS FOR 100% OF THE EMPLOYEES OF FRANKCRUM LEASED TO BLUE PA*THER ROOFING & CONSTRUCTION CORP. (CLIENT) FOR WHOM THE CLIENT IF REPORTING HOURS TO FRANKCRUM. COVERAGE IS NOT EXTENDED TO STATUTORY EMPLOYEES. ®1(!88.2010 ACORD CORPORATION. All rights reserved. ACORD 21(2010101) T1LeACORD nary and htgo are regletared noft of ACORD 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 2 AVE. MIAMI SHORES, FL 33138 AMMOROM IMPI SENTATM ®1(!88.2010 ACORD CORPORATION. All rights reserved. ACORD 21(2010101) T1LeACORD nary and htgo are regletared noft of ACORD Miami Shores Village Building Department RECEIPT 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 PERMIT #: WE - 1A -M C', DATE: i �A J!-1, (NAME) ❑ Contractor ❑ Owner ra-Architect Picked up 2 sets of plans and (other) Address: :3 kAYA li, r. From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Acknowledged by: PERMIT CLERK INITIAL: ` h 4 v J RESUBMITTED DATE: l `a ( — ( 3 PERMIT CLERK INITIAL: to cAntinue permitting process. (Sign *ure) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 JANUARY 10, 2014 Permit No: RF14 -39 Building Critigue Review 1. FBC. 2010, SECTION 105.3.5,... EVERY EMPLOYER AS CONDITION TO RECEIVING A BUILDING PERMIT, SHOW PROOF THAT IT HAS SECURED COMPENSATION FOR ITS EMPLOYEES AS PROVIDED IN SEC440.10 AND 440.38. FLORIDA STATUTE 2. Prescriptive BUR -RAS 150 is not approved to be use in Miami Dade County. 3. Provide signed and seal engineering calculations for the fastener spacing for the anchors base sheet attachment. Ismael Naranjo Building Official Plan review Is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. NOTICE OF COMMENCEMENT A RECORDED CUM MST BE POSTED ON THE 4p $a AT TWE OF qW PERMIT NO. TAX FOLIO No STAT9 OF FLbPJDA: . ' COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives , nofte,•ftW lrnpwvwmft Will be made to certain real Property, and h 80061din6s AM &tdpt*r7`1 i. Florida Statutes, the following WomIstion Is Provided In this Notice of Commencement. CFN ->01'4RD018654 OR Bk 28982 Ps 2627; QP9) RECORDED 01/09/2014 10:39:15 HARVEY RUVINP CLERK OF COURT MIAMI-DADE COUNTYP FLORIDA LAST PAGE Spam above reserved for U8001F —reawdM9 off We 7 1. Legal description Of Property and streeVaddress: EL 2. Description of improvement- 3. 41T V) �r Interest In property. I — F S 6-� _aa_�e_ Name and address . fog simple tit older 4. Contreows, name, address and phone nu;mber]E��M�l 5- SPOW (Payment bond required by owner fftrorn m co or any) Name, god" and Phone (78cp 17- &-79) Arhounf of bond 6. Lenders rarno and address: 7. Persons within the State of Florida designated by Own SeotiOfi djlXap., Florida fth or upon whom notices or other documents may be served as provided by ".so Name, address and phone number. 9. In addition to 'hbmif. own' designates the following Person(s) to receive a copy of the LIenor's Notice as Provided In Section 7113-1130)(6), Florida Statutes, S n Name; address and phci�e number:4- 9. Expiration date of this Notice of Commencement WARN" ffiv "Mm dde 13 1 Ywftmthe dds Of mwxft Wdess a dftwd date is sveciftedl - TD OWUM- ANY MADE BY THE OWNER AFTER THE EXPIRAIII)IN IMPROPER OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED PAYMENTS U14bER CHAPTER 713, PART 1, SECTION 713-13. FLORIDA'STATMS, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR. PROPERTY I A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPE"ON IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH LEN ATTORNEY OR 0115-015hi)ING ��61JR NOTICE OF COMMENCEMENT YOUR DER OR AN ATTOR BEFORE COMMENCING ptl413 boil WORK SIgn,"s) Of or Own rued OfterA)hctor/partner/Manager 1 Prep$y to 0 U to Print Name or-71 Prepared 4_74 Titl Print Name SrATE FLORIDA Tille/0111100 C6UN* 61= MIAMI -DADE Thh foregoing Insturn nt wa%�ackn ged ibetbre me this 23 day Z ually, or U ILI Pe ngi ANDO NUNEZ Wh or W_ Produced the,"owh 9 bW efldej tific 11for I ation. Q Signalwe of Notary Public: 3. C - state of no a . i in Expire Apr Print Name: "Pr z MIssIo,W.D0y (SEAL) #Alm 0:40 Undder- 2L a"MAUM I declare that I have read the foregoing and t hat the la�ft U 2 Q at stated In It a, to the best Of my knOwlOdge and bellef. ON.-. Signatu- f Owner(s) er(s)'s Authorized OlfloerOkWo r/P atftr/Man8gw who signed above: U. BY BY IMAI.n 3Ab m <5 A &x t BLUE PANTHER ROOFING & CONSTRUMON CORP. RE MENTlAL A" COMMERCIAL 4630 SW 13 TERR CORAL GABLES FL 33134 UCNCCC1328%9* FAX:385. 6470226 ANIBAL VASQUEZ: 30548074058 PROPORSAL & CONTRACT TO: MOONLIGHT ROOFING INC 01/15/2014 113 NW 108 ST, MIAMI SHORES FL RESIDENTIAL RE- ROOFING NOTES: RE -ROOF FLAT TILE TO EAGLE FLAT TILE (EAGLE BRAND 25 YEAR WARRANTY) ARTICLE I: GENERAL SCOPE OF WORK • REMOVE EXISTENT ROOFING TO WORKLEABLE SURFACE. • REPLACE ROTTED WOOD AT NOT EXTRA CHARGE DECK ONLY,DEBRISS DISPOSAL • REPLACE ALL FASCIA BOARD IF PROVE NESESARY 200 FT INCUDE • INSTALL NEW LEAD PIPE BOOTS,INSTALL NEW ROOF JACKS, ` PLACE A #30 FELT WITH TIN CAPS,AND NEW FLASHINGS • REQUEST CITY INSPECTION OF TIN CAPS • INSTALL NEW DRIP EDGES 3/3,26 ALUMINIUM (COLOR CHOICE) FOLLOW INSTALL ONE (1) PLAY FIBER -GLASS INTERPLAY SYSTEMS • INSTALL TILE UNDERLAYMENT ACUAPLAN TAMCO WHIT HOT MAP OR BORAL TILESEALS 30 YEARS MANUFACTUR WARRANTY • REQUEST INSPECTION HOT -MOP IN PROGRESS FOLLOW THIS • INSTALL TILE IN PROGRESS BELL AIR EAGLE 25 YEARS MANUFACTUR WARRANTY ` REQUEST INSPECTION, (TILE IN PROGRESS) FOLLOW (WHITH FOAM 3MM APPROVE FOR METRO DADE OR SFBC) • INSTALL ROOF TILES AND COMPLETION (TO SFBC APPROVED) • REQUEST UP LIFT TEST BY ENGINEERING • REQUEST FINAL INSPECTION NOTE: NO RESPONSIBLE FOR FORMER ILLEGAL CONSTRUCTION ALL WORK WILL BE PERFORMING IN ACCORDANCE WITH THE MATERIAL MANUFACTURER'S SPECIFICATIONS AND DADE COUNTY APPROVAL ON EACH BUILDING. A/C STAND AND MECANICAL A/C NOT INCLUDE ARTICLE II: INCLUSIONS The following items are included in this agreement: . THIS GUARRANTY IS TRANSFERABLE • Furnish and supervise all labor, materials, and equipment's needed to perform the scope of work outlined above. • (2) Year guarantee on labor performed on behalf of the project, not to exceed the scope of work as stated in this contract, and under normal wear and tear circumstances. The guarantee excludes extraordinary events such as hurricane damage, fire, or vandalism. ARTICLE III: EXCLUSIONS The following items are not included in this agreement: • All Truss, and Ceiling • All items not included in the scope of work outlined above • All interior / exterior demolitions not outlined in the scope of work • All painting • All extra work and materials that require a change orders beyond the standard pricing • No Construction • No Surveys • Existing illegal or non - approved (no formal City permit and/or update) construction • No Architectural Drawings • Fees that should be paid to applicable governmental institutions • Fees for tests required to obtain City approvals CONTRACTOR WARRANTIES SUPERVISION AND SITE CLEAN EVERY DAY 2 ARTICLE IV: BASE BID QUOTATION & ACCEPTANCE Our professional service fees associated with the scope of work described above is: ($ 39520.00) ARTICLE V: PAYMENT SCHEDULES The professional service fees associated with the scope of work described above, are as follows: First payment: Upon sign contract... ........... ............................... ($2000.00) FINAL PAYMENT AT FINAL ISPECTION APPROVE ........................ ($1,520.00) Prices are subject to change, and are only valid for 60 days from this proposal's date. ARTICLE VI: CHANGE ORDERS All change orders must be in writing and signed by all the parties. The Owner agrees that changes resulting in the furnishing of additional labor or materials will be paid for prior to the commencement of any extra work. The Owner agrees that either of them may sign a change order, and that signature will be binding on both. ARTICLE VII: REQUIRED TIM Upon approval of our proposal by the Owner, the above stated scope of work for the Project will be completed within reasonable time, of our receipt of First payment. Please note that Governmental approval times vary and are not within BLUE PANTHERS ROOFING & CONSTRUCTION CORP control, therefore they are considered outside the scope of work. ARTICLE VIII: PROPOSAL SUBMISSION: This proposal has been prepared specifically to suit the specifications and requirements of your project. 3 If we can be of any further services, or if you have any questions regarding this bid, please do not hesitate to contact us for a meeting, to discuss any matter. ARTICLE IX: ACCEPTANCE OF PROPOSAL: This document will serve as our initial proposal, upon your acceptance it will become our Agreement (Contract). If the above price, specifications, scope of work, and conditions are to your satisfaction and are hereby accepted. Please sign and date below and we will proceed with your project immediately. Contract Acceptance We, the undersigned, have read and understood this entire contract, including documents attached by reference, if applicable. We acknowledge that this document constitutes the entire agreement between the parties, and therefore we approved. You, the Contractor, are authorized to do the work in accordance. Dated: 1- zf -if Signed: Owner/Association Dated: 0/060V Signed: onir r /Rep,�a ' 4 Florida Building Cods Edition 2010 Fah Mtbft Kwk6m Zone Uniform Permit Form, IF r �.,. ROOF CATEGORY Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) go if Section S (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of ..F., _ EL C�1V JAN 0 A 201. Ai :AW • •• • • • • ••• .• .. .. .. 1. i I • • • . • • .fits - i LLJ - F_ • • • • r • :- N��.. 1 : 0 g CL • •' • • • • • a ww�w A ww.w. w.w ww.i► r.w. w....M.� _ . z Z C o g L� �W zz s� W cr) LLJ Z J .J d z O U L C) c U Q w n ~ f G; r � Florida Building Cods Edition 2010 Fah Mtbft Kwk6m Zone Uniform Permit Form, IF r �.,. ROOF CATEGORY Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) go if Section S (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of ..F., _ EL C�1V JAN 0 A 201. Ai :AW • •• • • • • ••• .• .. .. .. 1. i I • • • . • • .fits - i LLJ - F_ • • • • r • :- N��.. 1 : 0 g CL • •' • • • • • a ww�w A ww.w. w.w ww.i► r.w. w....M.� _ . z Z C o g L� �W zz s� W cr) LLJ Z J .J d z O U L C) c U Q w n ~ f G; OUR W ROOF ASSEMBLIES AND ROOFTOP STRUCTURES f--s EIV �. JAN 2 20 Florida Building Code Edition 20W:- - 114 E� >� BY: H gh- Velocity Hurricane Zone Uniform Permit Application Form. Fill in specific roof assembly components Surfacing: and identify manufacturer Fastener Spacing (if a component is not used, identity as "NA") for Anchor/Base Sheet Attachment: System Manufacturer: Field: -i � " oc 0 Lap, # Rows @ " oc �/!r� I�la�rEQ:r}�g Perimeter: � " oc lit Lap, # Rows _4 � �" oc Product Approval No.: ��.. ()� ' Design Wind Pressures, From RAS 128 or Calculations: Corner: -4—'• oc ® Lap, # Rows H" @ _Y._" oc Pmaxl •-'! - 2 Pmax2. - _ 8 Z '� Pmax3:_124 3 Max. Design Pressure, from the specific Product Approval system: Deck: Type: r GaugelThicltness:_ 5P�"' tau t " Slope f2 t-tnar iQ -- Anchor /Base Sheet & No. of Ply(sj:_ a/a Anchor/Base Sheet Fastener/Bonding Material: insulation Base Layer: Base Insulation Size and Thickness: Base Insulation Fastener/Bonding Material: Top Insulation Layer: Top insulation Size and Thickness: [f Top Insulation Fastener/Bonding Material: Base Sheet(s) & No. of Ply(s):7s Field J/w Perimeter " Corner jtVA— Illustrate Components Noted and Details as Applicable: Woodblocking, Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter. Flashing, Coping, Etc. Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Spacing or Submit HIWWA NF -Std. (1) t 4*F ks Pty 4 (2) Base Sheet Fastener /Bonding Material: 3"x°rZ6GA . Pty Sheet(s) & No. of Pty(s): ." S+. ¢ _ I) Ply Sheet Fastener /Bonding Material: - -fir'_ .. -_ -- Top Ply:. Top Ply Fastener /Bonding Material: FLORIDA BUILDING CODE —BUILDING #75 SW (1� Parapet Height OF Mean Roof Height GAF 1361 Alps Road Wayne, NJ 07470 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 RER - 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. RER 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: GAF Conventional Built -Up Roof System for Wood Decks. 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 NOA revises and renews NOA No. 07- 1219.09 consists of pages 1 through 17. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13- 0424.09 Expiration Date: 11 104/14 Approval Date: 10/31/13 Pagel of 17 Deck Type 1: Wood, Non - insulated Deck Description: 19/32' or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations shall apply. Fire Barrier: FireOutTM Fire Barrier Coating, VersaShiele Fire Resistant Roof Deck Protection or (optional) SecurockTM Gypsum Fiber Roof Board. Base sheet: GAFGLAS4#80 UltimaTM Base Sheet, Stratavene EliminatorTM Nailable Venting Base Sheet, Ruberoid® 20, Ruberoid® SBS Heat- WeldTM Smooth or Ruberoid® SBS Heat - WeldTM 25 base sheet mechanically fastened to deck as described below; Fastening Options: GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the lap staggered and in two rows 12" o.c. in the field. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Ply 4, GAFGLAS® F1exP1yTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 and Drill - TecTM 3" Steel Plate, Drill -TecTM AccuTraco Flat Plate or Drill -TecTM AccuTrac® Recessed Plate 12" o.c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. in the field of the sheet. (Maximum Design Pressure —45 psf, See General Limitation #7) GAFGLAS® Flex P1yTM 6, GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. (Maximum Design Pressure —52.5 psf, See General Limitation #7) GAFGLAS® #80 UltimaTM Base Sheet, Ruberoid ®20, Ruberoid® Mop Smooth, base sheet attached to deck with approved 11 /a" annular ring shank nails and inverted 3" steel plate at a fastener spacing of 9" o.c. at the 4" lap and in two rows staggered with a fastener spacing of 9" o.c. in the center of the membrane. (Maximum Design Pressure —60 psf, See General Limitation #7) GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTrae Flat Plate or Drill -TecTM AccuTrace Recessed Plate 12" o.c. in 4 rows. One- row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —60 psf, See General Limitation #7) Any of above Base sheets attached to deck approved annular ring shank nails and 3" inverted Drill -TecTM insulation plates at a fastener spacing of 9" o.c. at the 4" lap staggered in two rows 9" in the field. (Maximum Design Pressure —60 psf, See General Limitation #7) NOA No.: 13- 0424.09 t+paM�•nnae e j Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 15 of 17 GAFGLAS® #75 Base Sheet or any of above base sheets attached to deck with Drill -TecTM #12 Fastener or Drill -TecTM #14 Fastener and Drill -TecTM 3" Steel Plate, Drill -TecTM AccuTrace Flat Plate or Drill -TecTM AccuTrac® Recessed Plate 8" o.c. in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 9" o.c. in the field of the sheet. (Maximum Design Pressure —75 psf, See General Limitation #7) Ply Sheet: One or more plies of GAFGLAS® Ply 4 or GAFGLAS® #80 Ultima Base Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq. Cap Sheet: (Optional) One ply of GAFGLAS® Mineral Surfaced Cap Sheet or GAFGLAS® EnergyCapTM BUR Mineral Surfaced Cap Sheet adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bs. /sq. Surfacing: Optional on granular surfaced membranes; required for smooth membranes. Chosen components must be applied according to manufacturer's application instructions 1. Gravel or slag applied at 4001bs. /sq. and 3001bs. /sq. respectively in a flood coat of approved asphalt at 601bs. /sq. 2. Topcoat® Surface Seal SB applied at Ito 1.5 gal. /sq. Maximum Design Pressure: See Fastening Above NOA No.: 13- 0424.09 MuMtinaae CO Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 16 of 17 WOOD DECK SYSTEM LIMITATIONS: 1 A slip sheet is required with GAFGLAS® Ply 4 and GAFGLAS® Flex PlyTM 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum 1/4" Dens DeckTM Roof Board or 1/2" Type X gypsum board is acceptable to be installed directly over the wood deck. GENERAL LIMTATIONS: 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20-40 lbs. /sq., or mechanically attached using the fastening pattern of the top layer 3. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet shall be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /sq. Note: Spot attached systems shall be limited to a maximum design pressure of -45 psf. 5. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') value of 2751bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, are below 275 ibf. insulation attachment shall not be acceptable. 6. Fastener spacing for mechanical attachment of anchor/base sheet or membrane attachment is based on a minimum fastener resistance value in conjunction with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as determined by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Professional Engineer, Registered Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Standards TAS 105 and calculations in compliance with Roofing Application Standard RAS 117. 7. Perimeter and corner areas shall comply with the enhanced uplift pressure requirements of these areas. Fastener densities shall be increased for both insulation and base sheet as calculated in compliance with Roofing Application Standard RAS 117. Calculations prepared, signed and sealed by a Florida registered Professional Engineer, Registered Architect, or Registered Roof Consultant (When this limitation is specifically referred within this NOA, General Limitation #9 will not be applicable.) 8. All attachment and sizing of perimeter nailers, metal profile, and/or flashing termination designs shall conform to Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically. referred within this NOA, General Limitation #7 will not be applicable.) 10. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N -3 of the Florida Administrative Code. END OF THIS ACCEPTANCE NOA No.: 13- 0424.09 Expiration Date: 11/04/14 Approval Date: 10/31/13 Page 17 of 17 --n -•J vwau0 1'ai,e z ua ,+ / The use of aypyurn acre under any of the following Class A, B or C systems does not adversely effect the ratlng. The use of 112-in. minimum 1YRsum board is an acceptable alternate for ir�latlors over C -15132 decks. n the use of polystyrene Insulation board between mhrimum jrr -in. thick aaper /twlystyrenp./peritte) is a suitable aftemate fa p ParMte board and deck with rosin p ►Ylsocyanurate board in the following pass A B orPCPer (Periite/rosin systems. 'LnergyGuard RA" or "Tapered Er►en?yGUard RA" or anv of the following Ct� - ate RA" may be substituted f1 any Atlas poi s YI ocyanurate insulation in Tnimbuli "Perma 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 Fiex Ply 6" and '?rhPly ultra- Flexible Ply 6" are suitable attern to "GAFGLAS Ply V. " �;AFTEMP Permallte Recpver Board" may be Used to lieu of any perike insulation in any of the folk awing NC Classifications. Unless otherwise indicated, any of the %tsl#►ak Fek Systems with Hat Rwfing Asphalt" may be surfaces with "Flreshtels MB" at 2Vs to 3- gaUlOt3- ft2• Class A -0 and C Hot rooting asphalt for use with Organic and glass felf^4 Or modified bitumen 111branem "Ruberold Heat weld" SBS roonna-membrane may be Used In Ifeu Of "Ruberoid Mop" SBS products in any applicable Classification. Class A 1. Decks C -15/32 I Idili m 3 Insulation (O"co" , One or more layers partite or wood fiber or glen nber .. P y f S° yi� rreue more pi g ��i o ne or woos flber/polory y urste or urethane or Sr+�chrgs — Gravel. �Y 4" or'Trt-Pry+ ply 4" or "GAFGLAS Pfy shot mo Ik, any thickness. 2• Decks C -15/32 rAcUum 2 aril atfon (oPUw.at)r — Orre or more layers t�rltta ar araod fiber or Ply Sh Three ag� A ! te/ureth matte a wood flber/ppor Py SOCY&wrate or urethane or' more Cap _ One W9 Type G3 S n Surfaced 4" or or Ply 4" or ° � Ply fr�lte or Pherug any thickness. Cap Sheet' or "rrt -Ply Mineral Surfaces Cap Sheet'. 3. Dacia NC rnBUbMan . � t One compPerlit�ureth ... or r . rrrore layers perfke, wood fiber, glass fiber, wood Ply Sheets —Two or more plies I fibw/PolyftftWnijbr Campos", '�atWrate, urethane, pe,iite/pptYlsacyanurate Cap Sheets —One ply T WGtAS PIJO 4 Or'TH -Pty Ply 4 GAFGLAS ply 6- maximum. Y Ype G3 "GAFGLAS Miner Surfaced Surfaced Cap Sheet" or °Trt -Pty Mineral Surfaced Cap Sheet". I. Deck NC Iricuri , 1/2 insulations — One or tWP layers "ISoMemt Any UL Ctasslned R•, any thickness, hot mopped. ply Sheaf» .. gravel serrated Class A asphalt glass fiber mat system. S. pecks C -15 /3Z incliner 1 a 3fip Shaft (0010nal)s — Red rosin paper, nailed to deck. 3a6e Sheeb — One ply rYpe a2 "GAFGI,AS *7513ase Sheet' or iri -Ply :75 vase sheer (may be n fi(i :d ), sty S hoe — qne or more plies Type GI "GAFGLAS Pjy .t" rx 'Trf -Ply Ply 4" or ase .3h S Ply a Cap Sheets One ply Type G3 °GAFGLAS Mineral Surfe Surfaced Cap Sheet- Cr -Ti-ply Mineral Surfaced Cap Sheer• ' -• Deck: NC Incline: 3 lase Sheet: -- One piy i YFe G2 C se5heet" T# y ;'fy nn,- or m-rp q:,,g ry t - j 'rW WSr+ r T r "y p{y ra75 6..3 �e tnet". �+ t "r:li r t_n5 Prirerr! +, :ceri •: 7p »r^ �F VL;'S , ly .,� `yin •rat `:r „'r-r, +rl Y out N-1 ROOF ASSEMBUES AND ROOFrop STRUCTURES Florida Building Code Edition 2010 Hlgh-Veloclty tlunksne zone Uniform Permit AWfeation Form. _ . Surtacln9: wed Fill in sp c root assembly components and Identify nutacturer Fastener Spacing for Anchor /Base S Attachment; (If a component not used, iden#fy as "NA ") Product Approval No..- Design Wind Pressures, From S 128 or Calculations: Pmaxt •='6Z- Pmax2: $?.(o maxi: - 24.3 Max. Design Pressure, from the specific uct Approval system: Deck: Fl- t " Slope Arthur /Base Sheet & No. of ply(s).. Anchor /Base Sheet Fastener/Bond g Material: Insulation Base Layer: Base Insulation Size at Base Insulation Fa er/Sonding Material: Top insulatio yer: Top fni su ion Size and Thickness: l Top t - ulation Fastenerlaonding Material: Base Sheets) & No. of Ply(s): _.ice _. Base Sheet Fastener/Bonding Material: Ply Sheets) e ilo. y(e):: �� talS. P g t •• ••• •• Pi . .��"�.�' 4 t L Ply Sheet Fastener/Bonding Materlel: ••• • •• • • • • • Top Pfy:�....;xi1. Top Pty Fastener /Bonding Material: • • • • . . • . • • • •• •• • • • .• •• ••• • • • ••• • • FLORIDA BUILDING CODE — BUILDING Flefd: /p— ° .oc�lap, Perimeter: 12-" Oc 0 # Roars..? _ � �6 " oc Corer: /4" oc Lap, # Rows _ *?_ @ _/ OC Number of steners Per Insulation Board: Reid Perimeter "_ Corner tVA tttustrate Components Noted and Details as Applicable: Woodbkacking,- Gutter, Edge Termination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter. Flashing, Coping. Etc. ieate: Mean Roof Height, Parapet Height, Height of Base Fla ng, Component Material, Material Thickness, Fastener Type, stener Spaccing or Submit 11,49 My C2) Parapet Height �� to ! \AtGOCr =G" Mean Roof Height �ar3'`'26ce► . 0/ � r • • ••• •• •• ••• •• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• I%OO1= ASSEMBLIES AND ROOFTOP STRUCTURES e • : : • c : ; : s : : r • r ; : : : D ■ i Florida Building Code Edition 2010 High- Velocity Hurricane Zone Uniform Permit Application Form. Section D (Steep Sloped Roof System) Roof System Manufacturer: E1ZA ga;�r— i k . r c- Notice of Acceptance Number: 1 t - �4� �• . 2`� Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations A: — P2: Steep Sloped Roof System Description Deck Type: Type Undertayrnent: 3016 A-WH V 224 Roof Slope: --: 12 Insulation: _. Fire Barrier: E Ridge Ventilation? NA Mean Roof Height- . ...... . .. .. . . . ..... . ...... . .. ... .. . . . .. . ... .. . ... . ... . .. .. . . . . . . . . . . . . . . . ... . . . . ... . . Fastener Type & Spacing: �'�ge t;ls Coagtf, Ito& F. Adhesive Type: F -rijo. 'PAGD \ Type Cap Stmt- Roof Covering:. FLar TI 1..S. Type & Size 3X3p2� 4. Gq t� Drip Edge: ... . . . ... . . 1"s 2010 FLORIDA BUILDING CODE — BUILDING ROOF ASSEMSUES AND ROOFTOP STRUCTURES Flprida Building Code Edition 2010 mo- velmrtyy Hurdcan6 zone unftrm Pem it AQ =tion Fong Section E lle Calculations) rW 14omentbasedtft systems, ChD=Cid1CW Method I or2. Compare the raps forMrwith the values ftm M f' If the Mfvalum are greater than or equal to the Mr values. for each area of the roof, then the the attaciuneat method is acceptable. Method 1 "Moment Rased Tile Calculations Per RAS i2T' (Pi; MQ. i .;L .205 Mg- . Sttl ° Mrt _LOS /�� Product Approval Mf J +3+ (P27. f - x a = 13�Lt�) - M& = M,,. �cVJL Product Approval Mf (P3 -Ma 13, IA% Product AP1 Mf Qp►bP /� Method 2 "Stmpr,>ied We Calmdafim Per Table Bdhrtd- rtegatreaA%umcmVA X �.. —V -- -- --- - -- - - M, required Moment Resistance* Mean i f� pe I 15' 20. 25, �. 40 2712 34.4 365 38.2 39.7 42.2 3:12 322 34.4 36A 37.4 39.8 4.12 30.4 32.2 33.8 35.1 37.3 5:12 28.4 30.1 31A 32.8 34.9 6.12 25A 26.0 29.4 30.5 32.4 7.12 24A 2,5.9 27.1 282 1 30.0 "Must be used is conjunction with a list of moment based ble system endorsed by the Broward County Board of Rules and Appeals For Upra based tile systems we Method 3 Compared the values for with the values for Fr If the F values are greater than Or equal to the F.valum for each area of the too& then the file attachment method is acceprablo- Method 3 "Uplift Based Mk Calculations Per RAS 129" (pt; x L = , x w: = - ) - W: x cos B = Frt Product Approval F (PZ; x L - = x w: = - W x cos B = F,2 Product Applaal ): (Pg: x L x w: _ __ - W' x ens B = Fr3 Product Approval F Where to Obtain inf rmation tm e- o bop Where to find utdgunVaute PI or P2 or P3 RAS 127 Table lovbyancn& wedng analysis prepared byMEbasedonASCE71 Mean Rod Height H .lob Site Roof Slope B Job Site Aarodyoatnlc Ma 41iev x Product Approval Restoring Moment due to Gravity M Product Approval AUwhmeat Resit Mf Ptodnd Approval • • •2 •I . • • tceq�w • • Cabxrtiued • itTinimum •Attaalr m�t0t a lssta • • F Product Approval Required plift ReSLIts a U Fr Calculated • 0,90 el�R • • • W Product Approval • • • •• • • • • • • • • • • • • • • • • • •ion • • • • • • • •L =hngth • • • yy =wig Product Approval All ratcn}aum must be submitted to thebnflt5eg offtclat at the cline of permit application. • • • • • • • • • • 2010 FLORIDA l3LgtMf G CM = BUIEDING c : : : : : 15.37 r : : , t it 1 oog2 SECTION R4402.13 HIGH VELOCITY HURRICANE ZONES — REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scope. As it pertains to the section, it is the responsibility of roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of the section. The provisions of Section R4402 govem the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner ant the contra or. The owner's initial in the designated space indicates that the item has been explained. 1. Aesthetics - Workmanship: the workmanship provisions of Section R4402 are for the purpose of providing that the roof system meets the wind resistance and water instruction performance standards. Aesthetics (appearance) are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the mirment between the owner and the contractor. 2. 110 Renailing wood decks: When replacing roofing, the existing wood roof deck may have to be renlailed in accordance with the current provisions of Section R4403. (The roof deck is usually concealed prior to removing the existing roof system). 3. °�—f_ Common roofs: Common roofs are those which have no visible delineation between neighboring uni (i.e., townhouses, condominiums, etc.) In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing to be perforated. 4. Exposed Ceiling: Exposed, open beam ceilings are where the underside of the roof decking can be Jiewid from below. The owner may wish to maintain the architectural appearance; therefore, roofing nail penetration of the underside of the decking may not be acceptable. This provides the option of maintaining the appe nce. 5. Ponding water: The current roof system and /or deck of the building may not drain well and may cau a water to pond (accumulate) in low -lying areas of the roof. Pounding can be an indication of structural distress and may require the review of a professional structural engineer. Pounding may shorten the life expectancy and performance of the new roofing system. Pounding conditions may not be evident until the oriX ng system is removed. Pounding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flows off so that the roof is not ov rom a buildup of water. Perimetededge wall or other roof extension may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in a ance with the requirements of Sections R4402, R4403 and R4413. • • • • 7� egtilation: Most roof structures should have some ability to vent natural airflow through the •'. ': Sn di3r if IbMtnfoture assembly (the building itself). The existing amount of attic ventilation shall not be • • • • • Ouced. It•may beneficial to consider additional venting which can result in extending the service life of the • ••• •• • • • • �2�"� 3 ter" r /Ag6nYs Si aturt ate Contractor Sig ure ••• • • • • ••• • • :RSvi1ecC6r=7 /9:2009 LD . •• •• • . • . •• . • • •• . • ••• • • 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: /a —ZS -/3 10050 NE 2nd Ave Miami Shores, Fl 33138 Re: Owner's Name: KA fZC-0 kv�J D IC-- Property Address: 113 Nw 10e? sr Roofing Permit Number: Dear Building Official: I 2 "4 L'.—t- certify that I am not required to retrofit the roof to wall connections of my building because: %Tge 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 thefSoulp Florida Building Code (1994 SFBC) Print Name State of Florida Countg of Uaffe ; ; ;•• •• 000 0 The ur0Cks0d,&lA ihAfi4ul swom, deposes and says that he /she is the owner for the above property mentioned Swom to and sub;rri btd befgemethis day of • • • • • • • • • • • • ♦'A, P ORLANDO NUNEZ i i• ••• ••• i• ••• =��' N. ry c - State of Florida Notary Public, Sate of Florida at Large m. pires Apr 5, 2014 ••• • • • • ••• • • khe&m just v"n o6e &uc"for purpose of ad valorem {airation dual to o� rrroie than $ 00, 00.00, ami the buli ft was not constructed with FBC nor a 19% • jf BQ shell s L*e pjdjWe $ Mj*Hdlr* application from a General Contractor for the Roof to wall connection Hurricane Mitigation. Revised on 521/2009 r r� T MIAMI -DADE COUNTY PRODUCT CONTROL SECTION BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 11805 SW 26 Stmt, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175 -2474 T(786)315 -2590 F(786)315 -2599 NOTICE OF ACCEPTANCE (NOA) w%vw.mia id ovlbulldin Entegra Roof Tile, Inc. 1289 NE 9* Ave. Okeechobee, FL. 34972 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 BNC - 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. BNC reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Bermuda Concrete Flat 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. INSPECTIQ11::1 pepy *W8 Entire NOA shall be provided to the user by the manufacturer or its distributors and shall be I.vraMble W i&*tlion at the job site at the request of the Building Official. .. ... .. 0.9 .... This renews NOA # 10- 0518.01 and consists of pages 1 through 6. The submitted dpMentatipp wa§ reviewed by Alex Tigera. . . • • • •' •-^--' NOA No. 11-0414.09 MtwM =EC Expiration Date: 06/07/16 .. , Approval Date: 05/26/11 . . . Page 1 of 6 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . 0 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub Category: Roofing Tiles Material: Concrete 1. SCOPE This revises a roofing system using Entegra Flat Concrete Roof Tile, as manufactured Entegra Roof Tile Corporation in Okeechobee, FL. as described in Section 2 of this Notice of Acceptance, designed to comply with the Florida Building Code for High Velocity Hurricane Zone. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the design pressure values obtain by calculations in compliance with RAS 127 using the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Manufactured by Test Product AnA1lica Dimensions Specifications Description Entegra Flat Tile I = 16" TAS 112 Flat profile, interlocking, high pressure 94 -084 w =10" Engineering, Inc. extruded concrete roof tile equipped with PA 101 (Mortar Set) The Center for Applied 94 -060A two nail holes. For mechanical, mortar or Engineering, Inc. PA 10I (Adhesive Set) adhesive set applications. Trim Pieces 1= varies TAS 112 Accessory trim, concrete roof pieces for use PA 102 w = varies (4" Headlap, Nails, Direct Deck, New at hips, rakes, ridges and valley varying thickness . ... •• . terminations. Manufactured for each tile ... . .. .. .. . ...... . .. .... • . . . . . . ... . profile. 2.1 MANUFACTURING LOCATION 2.1.1. Okeechobee, FL. 2.2 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix III PA 102 & PA 102(A) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94 -060A Static Uplift Testing March, 1994 Engineering, Inc. PA 10I (Adhesive Set) The Center • for Appried. � � 25- 7094 -2 Static Uplift Testing Oct. 1994 Engineerin k* c'„ ; g PA 102 . 0:... ... . . . . (4" Headlap, Nails, Direct Deck, New .. ... .. . .... Construction) . ... •• . ••• . ... . .. .. .. . ...... . .. .... • . . . . . . ... . NOA No. 11-0414.09 Mt 4 ECOUKtY Expiration Date: 06/07/16 • Approval Date: 05/26111 • • ' Page 2 of 6 . . . ... . . .. .. . . . .... . . ... .. . .. • • . . The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Redland Technologies Redland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. Atlanta Testing & Engineering, Inc. Professional Service Industries, Inc. Celotex Corporation Testing Service Celotex Corporation Testing Service . Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. • • ... Waller EVgirj j ing VMS ; Walker $Ogilfw itig,•Int. Walker Engineering, Inc. WittinggFngin�ers 25- 7094 -8 25- 7094 -5 25- 7183 -6 25- 7183 -5 25- 7214 -1 25- 7214 -5 7161 -03 Appendix 11 Letter Dated Aug. 1, 1994 P0631 -01 P0402 Project No. 307025 Test #MDC -77 R1.894 R2.894 R3.894 395 - 40011 -1 520109 -1 520111 -4 520191 -1 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations • Evaluation Calculations • JIvaluation Calculations Calculations 609 • 13343. I Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (I Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Restoring Moment, Mg Two Patty Adhesive Set System TAS 112 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Feb 2004 Dec. 1998 March 1999 March 2004 Feb 1996 April 1996 December 1996 March 1995 March 2004 April 1999 05/06/08 NOA No. 11-0414.09 Expiration Date: 06 /07/16 Approval Date: 05/26111 Page 3 of 6 ... . .. .. . . . .. ...... % .. % . . .. . . • • MIAM6 Ww COUNTY ,.,.. ► ... . . . . . . . . . . . .. •• . . . •• .. ... . . . ... . . Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct Deck) Static Uplift Testing PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA 102 (I Quik -Drive Screw, Direct Deck) Static Uplift Testing PA 102 (1 Quik -Drive Screw, Battens) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Nail -On) Wind Tunnel Testing PA 108 (Mortar Set) Withdrawal Resistance Testing of screw vs. smooth shank nails Wind Driven Rain PA 100 Physical Properties PA 112 Physical Properties PA 112 Static Uplift Testing PA 101 Static Uplift Testing PA 101 Aerodynamic Multiplier 25 -7094 25 -7496 25 -7584 25- 7804b -8 25- 7804 -4 & 5 25- 7848 -6 25 -7183 Restoring Moment, Mg Two Patty Adhesive Set System TAS 112 Oct. 1994 Oct. 1994 Feb. 1995 Feb. 1995 March, 1995 March, 1995 Dec. 1991 Aug. 1994 July 1994 Sept. 1993 Oct. 1994 Aug. 1994 Feb 2004 Dec. 1998 March 1999 March 2004 Feb 1996 April 1996 December 1996 March 1995 March 2004 April 1999 05/06/08 NOA No. 11-0414.09 Expiration Date: 06 /07/16 Approval Date: 05/26111 Page 3 of 6 3. LDuTATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix W. Such testing shall be submitted to the Building and Neighborhood Compliance Department — Product Control Section for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. Minimum deck requirements shall be in compliance with applicable building code. 4. INSTALLATION 4.1 Entegra'Flat' Concrete Roof Tile and its components shall be installed in strict compliance with Miami Dade County 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) 1 Length -I (ft) Width -w (ft) 1 Ente ra Flat Tile 9.7 1.33 .833 Table 2: Aerodynamic Multipliers -,% ft Tile Profile x (ft) Batten Application x (f e) Direct Deck Apilication Ente ra Flat Tile 0.189 .0205 Table 3: Restoring Moments due to Gravi - M ft -! Tile Profile 3 ":12" 4 ":12" 6":12" 6 ":12" Greater than 7 ":12" Entegra Flat Tile Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens LDIrec, 6.53 6.97 6.43 6.86 6.29 6.71 6.14 6.54 5.97 •• ••• • • • • • •• • •• • • J • ••• i •• ••• •• • • • •• • • • • • • • • • • • • . • • • • • ... • • • . • • • .. NOA No. 11-0414.09 • Expiration Date: 06/07/16 M 4DADECOU AP A roval Date: 05/26/11 ••• iii ••• • • Page 4of6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Table 4: Attachment Resistance Expressed as a Moment - Mr (ft -lbf) for Nall -On Systems Tile Profile Fastener Type Direct Deck (min 15132" plywood) Direct Deck (min. 19132" plywood) Battens Entegra Flat Tile 2 -10d Rina Shank Nails 30.9 38.1 17.2 1 -10d Smooth or Screw Shank Nail 7.3 9.8 4.9 2 -10d Smooth or Screw Shank Nails 14.0 18.8 7.4' 1 #8 Screw 30.8 30.8 18.2 2 #8 Screw 51.7 51.7 24.4 1 -10d Smooth or Screw Shank Nail Field Clip) 24.3 24.3 24.2 • 1 -10d Smooth or Screw Shank Nail Eave Clip) 19.0 19.0 22.1 2 -10d Smooth or Screw Shank Nails Field Clip) 35.5 35.5 34.8 2 -10d Smooth or Screw Shank Nails Eave Clip 31.9 31.9 32.2 2 -10d Ring Shank Nails 50.3 65.5 48.3 1 Installation with a 4" tie headlap and fasterners are located a min. of 2W from head of tile. Table 5: Attachment Resistance Expressed as a Moment Mi (ft-lbf) for Two Patty Adhesive Set S stems Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Tile Adhesive 311 2 See manufactures component approval for installation requirements. 3 Flexible Products Company TII ®Bond Average weight per patty 13.9 grams. Polyfoarn Product Inc. Average weight per p@k S grams. NOA No. 11-0414.09 Expiration Date: 06107/16 Approval Date: 05/26111 Page 5 of 6 Table 6: Attachment Resistance Expressed as a Moment - Mt (ft -lbf) for Single Ea q Adhesive Set Systems Tile Profile Tile Application Minimum Attachment Resistance Entegra Flat Tile Pol ProT"" 118.9 PolyProT"" 40.4 4 Larne paddy placement of 45 grams of Pol ProT". 5 Medium Paddy placement of 24 grams of Pol Pro'f"". NOA No. 11-0414.09 Expiration Date: 06107/16 Approval Date: 05/26111 Page 5 of 6 . • , .... • • . . M 14DADE COUt�rrtr . . . ... . . . . . . . . . :00-: A .•. 0 0 0 000 0 • NOA No. 11-0414.09 Expiration Date: 06107/16 Approval Date: 05/26111 Page 5 of 6 5. LABELING: All tiles shall bear the imprint or identifiable marking of the manufacturees name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". LA= 0�7AF ENTEGRA FLAT TILE LABEL (LOCATED ON UNDERSIDE OF TILE) 6. Bunmm 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 Building Official or Applicable building code in order to properly evaluate the installation of this system. • • • • • •• . . • ••• •• ••. .. . . .. • • • • • . . • • MIAM DA[tECOl1JV'fY • • • . ... • . .• • • • •• •• . • • • i PROFILE DRAWING ENTEGRA "FLAT" CONCRETE ROOF TILE 1- 16" ---- -_ 109 FIELD TILE 1'. 16" THICK BUTT TILE ... END OF THIS ACCEPTANCE •• •. NOA No. 11-0414.09 Expiration Date: 06/07/16 Approval bate: 05/26/11 Page 6 of 6 HIAM 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.miamiaaae.sov /oera 3M Company 3M Center Building 0220- 05 -E-06 St. Paul, MN. 551441000 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: 3Mrm 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 renlws ando evlsgesVQAj# 4 1 0)•24.04 and consists of pages 1 through 7. The submitted tlpc"n:aJor= Vs rtyiewed by Alex Tigera. •• ••• •• • • • •• . ... .. . ... . . • • • M F EC •• • • • . • • • • • • • • ••• • • • ••• • • NOA No.: 12- 0228.18 Expiration Date: 05/10117 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 All -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 RTF 1000 N/A Dispensing Equipment ProPack® 30 & 100 N/A Dispensing Equipment PRODUCTS MANUFACTURED BY OTHERS: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list moment resistance values with the use of 2- Component Foam Roof Tile Adhesive AH -160 roof tile adhesive. MANUFACTURING LOCATION: Tomball, TX. PHYSICAL PROPERTIES: Prove Test Density ASTM D 1622 Compressive Strength ASTM D 1621 Tensile Strength Water Absorption Moisture Vapor Transi Dimensional Stability • • 00: • • •• Closed WrCoderit.: nissi( • ASTM D 1623 ASTM D 2127 )n ASTM E 96 ASTM D 2126 :..' ASTM D 2856 • ••Y •• • ••• • i 0 00 • • • • • MI 'M4QA E CQ • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •. • • . •• •• ••• • • • ••• • • Results 1.6 lbsJft.3 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft2 3.1 Perm / Inch +0.07% Volume Change @ -40'F., 2 weeks +6.0% Volume Change @1580F., 100% Humidity, 2 weeks 86% NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 2 of 7 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. EVIDENCE SUBMITTED: Test Ann cv Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 04/08/94 257818 -IPA TAS 101 12/16/96 Trinity Engineering 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[l] 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. NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 F _w . . • • • • • • 044S •• • . • • ••. 00 Soo 00 0 0 a 00 . ••• •• . •.• . • • . . Mb EC •• . 0 . 0 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 3 of 7 INSTALLATION: 1. 3MTM 2- Component Foam Roof Tile Adhesive AH -160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of 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 RTF 1000 dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A): 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 6. 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 Min. (grams) Two Paddy Weight per 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 1 #2 24 N/A Flat, Low, M*gh Profiles 1 #3 1 1 8 ....... . . . .. . ...... %: . . ... .. . ... . .•• . •. • . • . . JAPPROVED1 NOA No.: 12- 0228.18 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 Nap through pb do cement Paddy *Red Tpe) underwonad o _ 1 Paddy(SeneATpe) 101n EareOourro e 101n. 2 Fasda e Eave=Mc* Eavefdosme Keep ad -W approx 41n. upfranvaphola Nap through plaedc cement Paddy(SeneATpe) undedayment 1 . === =_ 101n. 2 - e EmCmm F88d8 • •• • • • • ••• • DdP 41n. up fromweephol� • • • • MIA FDA CO � � • •e e Nap through plaedc cement Paddy(SeneATpe) undedayment 1 . === =_ 101n. 2 - e EmCmm F88d8 Weeph;% Eave muse only. Eevedun Keep adheake appmL DdP 41n. up fromweephol� NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY nsm mrougn Plasuc cement Paddy (Beneath 709) UndedaymeM = - _ 7In. n. Ea" Closure I�'' L,.�if tT.�\ \\� drd NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 6 of 7 • . • . . M =cO • • • • 0 0:0 : : 0:0 : : : • .•• • • • 0 : 0 0: 0. 0 0: 0 :0 NOA No.: 12- 0228.18 Expiration Date: 05/10/17 Approval Date: 05 /10/12 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement Paddy Nall through plastic cement Single paddy under the (between 019) Undedayment Single paddy between tie Paddy 2 In. x 7 In. medium 0 (under 119) size paddy save course only 0 Single paddy n x31n. r3 3 in Single under tx!l n. x .4 In. 21n. ---- Single paddy on 2 In. 41n. under- paddy on layment under- layment Single paddy Fascia Eave coume on top of the Weephole Single paddy In. X 7 In. medium Em Eave closure on top of tie she paddy save % Course Drip edge Fascia course only I I I Nall through plastic cement Single paddy under the Single paddy between the 3 Inx 3 In 41n. . Single paddy on underlayment 2 n. Single paddy Eave Closure on top of the 21n. x 7 In. medium Em Course she paddy save course only Fascia END OF THIS ACCEPTANCE NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 0:• ••• *•• see 640 so • • 0:1 0:0 NOA No.: 12-0228.18 Expiration Date: 05/10/17 Approval Date: 05/10/12 Page 7 of 7 Ae, +Irlt '?r r w!. •�� . i y201# fly Sanxv Saheb, P.E. a, Reg# 49014 r P Zones Suction pressureap. 1. If a parapet wall equal to or higher than 3 feet is provided around the roof perimeter; Zone 3 may be treated as Zone 2. 2. The width of the perimeter, a, is equal to 10% of minimum building width or 40% of the roof height but not less than 3 feet or 4% of least horizontal dimension. Proposed Roofing System: Built -Up Roofing System -;NOA 13- 0424.09 Page 15 of 17 Approved Fastening Pattern: GAFGLAS Base Sheet attached to deck with approved annular ring shank nails and tin caps atla fastener spacing of 9" o.c. 4" lap staggered and in two rows 9" o.c. in the field. Maximum Design ressure: - 52.5 pounds square feet SA im 1� Fastener Value: 38.691b- Field Areas (42.34 psf) GAFGLAS Base Sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. 137 Fasteners per Roofing Square (Uplift = -52.5 psf RAS 128 P (..o (1) = 42.8 psf -- O.K) Reileh Engineering Corporation — Projed Number: 14-0028 — Page 2 of 3 F4 *M'M r' i{E 7 _ IPM! Q0 Feet -42.34 -76.20 - 118.54 N/A 1. If a parapet wall equal to or higher than 3 feet is provided around the roof perimeter; Zone 3 may be treated as Zone 2. 2. The width of the perimeter, a, is equal to 10% of minimum building width or 40% of the roof height but not less than 3 feet or 4% of least horizontal dimension. Proposed Roofing System: Built -Up Roofing System -;NOA 13- 0424.09 Page 15 of 17 Approved Fastening Pattern: GAFGLAS Base Sheet attached to deck with approved annular ring shank nails and tin caps atla fastener spacing of 9" o.c. 4" lap staggered and in two rows 9" o.c. in the field. Maximum Design ressure: - 52.5 pounds square feet SA im 1� Fastener Value: 38.691b- Field Areas (42.34 psf) GAFGLAS Base Sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9" o.c. at the 4" lap staggered and in two rows 9" o.c. in the field. 137 Fasteners per Roofing Square (Uplift = -52.5 psf RAS 128 P (..o (1) = 42.8 psf -- O.K) Reileh Engineering Corporation — Projed Number: 14-0028 — Page 2 of 3 Perimeter Areas ( -76.20 psi) = (38.69)(144)1(76.20)(8.84) • = 8.26 inches GAFGLAS Base Sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 7" o.c. at the 4" lap staggered and in three rows 7" o.c. in the field. 233 Fasteners per Roofing Square Wind Uplift Provided = (233 x - 38.69)/100 _ -90.15 psf — RAS 128 P (.d) (2) = 71.7 psf -- O.K) Corner Areas (-118.54 psi) = (38.69)(144)1(118.54x7.07) = 6.64 inches GAFGLAS Base Sheet attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 6" o.c. at the 4" lap staggered and in four rows 6" o.c. in the field. 340 Fasteners per Roofing Square Wind Uplift Provided = (340 x - 38.69)/100 _ - 131.55 psf — RAS 128 P (.0) (3) =108.0 psf — O.K.) �Y Reileh Engineering Corporation — Project Number: 14-0028 — Page 3 of 3