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RF-12-173Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 177657 Permit Number: RF -1 -12 -173 Scheduled Inspection Date: August 23, 2012 Inspector: Rodriguez, Jorge Owner: SANDOVAL, RICARDO Job Address: 610 NE 105 Street Miami Shores, FL 33138 -2054 Project: <NONE> Contractor: ESR FLORIDA CONSTRUCTION INC Permit Type: Roof Inspection Type: Work Classification: Tile Phone Number Parcel Number 1122310120160 Phone: (305)812 -2716 Building Department Comments REPLACE EXISTING ROOF WITH HYBRID SYSTEM AND SOLAR PANELS Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECT-ION FOR INSP- 177457. ROOF SHEATING August 23, 2012 For Inspections please call: (305)762 -4949 Page 23 of 31 Charles C. Mitchell, P.E. 924 N. Federal Hwy. Hollywood, FI. 33023 Civil /Structural #11127 305 -336 -5069 "As -Built Certificate" Aug. 14, 2012 Building Official Village of Miami Shores, FI. Re: Roof Sheathing 610 N.E. 105th St. Miami Shores, FI. 33138 (z, 175 ef2bA47-4-40 Ati6 1 Charles Mitchell, attest that to the best of my knowledge, the structure of the property meet code in all of the following explained in detail as follows: Dear Building Official, Roof Sheathing: Roof: The roof sheathing was determined to be 5/8" Ext. GRD. plywood nailed to existing tongue and groove and existing rafters with 12d nails @ 6" O.C. @ all supports and 12d nails @ 4" O.C. @ pnl. eges. Sincerely, Charles Mitchell 02/03/2012 17:57 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES Q001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 2202 RECIPIENT ADDRESS 919549648852 DESTINATION ID ST. TIME 02/03 17:56 TIME USE 00'36 PAGES SENT 1 RESULT OK Permit No: 12 -173 Job Name: February 2, 2012 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The owner's notification form must be initialed next to each item per the instructions. 2) Section E must be completed. 3) Provide a fire directory listing page. 4) Provide a permit application for the roof mitigation, 5) The plans show a single strap at the hip jacks and notesthat this as the comer. The comer is defined in chapter 16 and includes several trusses at each comer.ldentify the comer zone per ASCE 7 -05 and resubmit including the cost of work. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305-762-4859 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 r� Permit No. 1 /-11 Master Permit No. BUILDING PERMIT APPLICATION FBC 2Ocn Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: OOFING IEVEEVErnii APR 1 p 2612 !J BY: t0 Otif Phony #: 50'6) 0,-4321 City: Ui,r4G( 6 State: Tenant/Lessee Name:' Email: Zip: 3l Phone #: JOB ADDRESS: City: Miami Shores Folio/Parcel #: Is the Building Historically Designated: lQG�� NO Cali � 105�i- County: Miami Dade Zip: 3 3ar CONTRACTOR: Comp Address: 4"*"' d• Flood Zone: ame: ik-L. l Phone#f. 38 6.5 C3 —4,'77-14, 1. City: iQ,-- /y te: 1--- Zip: t d0 Qualifier Name: 2 -Vi /.. ! : i0e)// j .. l/4r C -' Phone #: 4777 4,74„ State Certification or Registration #: / , CO 4 s no - Certificate of Competency #: Contact Phonf#: '05 1 2 4E ail Address: DESIGNERrchitect/Engineer: Phon Value of Work for this Permit: $ 40ZA 6146, Square/Linear Footage i f Work: to' Type of Work: Addition ❑Alteration Description of Work: UNew • ce ❑Demolition ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees************* * * * * * * * * * * * * * * * * * * * * * * ** * * * * * ** Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ `�to 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 at; chment. Alss, a rti ed copy of the recorded notice of commencement must be posted at the job site for the first inspectio hic occurs . e' r) days after the building permit is issued. In the absence of such posted notice, the inspection will not b ap., 4 -d and a on fee will be charged The foreg day of Owner orA_: t g instrument was acknowledged before me this ,20f 2-; by R;C.t( o SGnSOV�t Signature" The foregoing ins ; day of who is personally known to.,ine or who has produced ? .,Sr,Agc i y who ispersonally 14‘0Wrk 40 M e, As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: P a . , s ,co, ^ di e r • 1 - h A 1Vitelle Rt6 R . RIDA Alexander 1 nez Commission # DD898964 . tE15,2013 �`••..��, „.” Expires: JUNE 9d atm1/447#F :4 ice*** * * *** * * *** * * * * * * * * * * *x * * * * * * * ** * * ** ****** * *** * *** * * * * * ** *******: *** * * * * ** * *** NOT Contractor nt was acknowledged before me this /4` , 20 ) byA l l'77 -,f rcvc°l��'. Wttle5t)ips produced } "R : �r . A.. did take an oath. OttRes' °m lT • • * :* 111111! My Commission Expires: - APPROVED BY (Revised 07 /10 /07XRevised 06 /10/2009XRevised 3/15/09) Plans Examiner Structural Review Zoning Clerk 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 al t j 12, l� PE = ,l ICATION FBC 2 Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): Address: City: Tenant/Lessee Name: Email: Permit No. Master Permit No. e_ 7i f County: Miami Dade Zip: 39/ i Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACT R: Compan me: Q1- g ,1‘;:e Phone #: 365 Fa .7 Address: Qualifier Name: Zip: ?L v (1 // 5'6 Phone #: ��J o2-7? I 1 7? 2 mo' State Certification or Registration #: <r,v 6 C66 ( Certificate of Competenc #: Contact Phone #3 — So, Email Addre DESIGNER: Architect/Engineer : S Phone#:I Value of Work for this Permit: $ r ®0 ' Square/Linear Footage ork: Type of Work: UAddition OA1teration New epair/Repl a,, : ODemolition Descriptiontl ! /YIP Alt" Air I% mi Permit Fee $ Radon Fee $ Notary Training/Education Fee $ Double Fee $ Structural Review $ CCF $ DBPR $ * ** * * * * * * * * * * ** k **** +, CAW `• Bo Technology Fee $ TOTAL FEE NOW DUE $ 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 ' copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject o _. chi ent. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection Ill h occ rs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ar,pr ved a d a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me thi day o who is .ersonally known tom r who has produced As identification and who did take an oath. NOTARY PUBLIC: Sign: �). 5 JI a ppd Print: a g P1411\16 My Commission * * * * * * * * * * * * ** APPROVED BY Signature Contractor The foregoing instrument was acknowledged before me thisoa-7 day of 5tl,J . , 2012 , by bugaallovra �. 44(2,404 J14.3 who is personally k : 8 ' j ho has produced Pv . AG2'f -b10 -� o. o a,� 0 ' ` �n ifil who did take an oath. NOTASY Pte. Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: Print: ° .o My Commissional 9 " Zoning Clerk 02/06/2012 15:07 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES 11001 * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO 2205 RECIPIENT ADDRESS 919549648852 DESTINATION ID ST. TIME 02/06 15:06 TIME USE 00'36 PAGES SENT 1 RESULT OK Permit No: 12 -173 Job Name: February 2, 2012 Miami Shores Vinage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The owner's notification form must be initialed next to each item per the instructions. 2) Section E must be completed. 3) Provide a fire directory listing page. 4) Provide a permit application for the roof mitigation. 5) The plans show a single strap at the hip jacks and notesthat this as the corner. The comer is defined in chapter 16 and includes several trusses at each corner-identify the comer zone per ASCE 7 -05 and resubmit including the cost of work. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans wig replace with new revised sheets and include one set of voided sheets in the re- submittal drawigs. Norman Bruhn CBO 305 - 762 -4859 .r '9 -9 11 ?asZ IVIiam Shores V Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: )2"— )13 DATE: 1:19 /WI 2-- I, EnWA1LI0 \Contractor ❑ Owner ❑ Archite Address: ets of . tans and of ) .)0 /911 cayediorg. o loz �-} 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 Department to c , rmitting Acknowledged by: PERMIT CLERK INITIAL: IN° RESUBMITTED DATE: 1,b S !o PERMIT CLERK INITIAL: 124.- 4-0 frL- f0o� PERMIT #1�r Miami Shores Viiiage Building Department RECEIPT ATE: NI Contractor ❑ Owner ❑ Architect up 2 sets of plans and ddres . 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ?043 holt) coffeckd �l0 aJe.l(K�i rrorfwn,l�. 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 Department to perm' s. Acknowledged by: PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: Ricardo Sandoval, Owner Property: 610 N.E. 105st. Miami Shores, FI. 33138 Contractor: ESR Construction Florida To: Building Department of Miami Shores Village 10050 N.E. 2nd Ave. Miami Shores, FI. 33138 Residential Re -Roof The total cost for the Re- Roofing of the project at the mentioned address is $24,000. The cost for the roof to wall connection hurricane mitigation is $4,500, which is over %15 of the actual job cost. We are proposing to re -strap the corners of the property roof. Ricardo Sandoval, Owner Property: 610 N.E. 105st. Miami Shores, FL 33138 Contractor: ESR Construction Florida To: Building Department of Miami Shores Village 10050 N.E. 2nd Ave. Miami Shores, FI. 33138 Residential Re -Roof 71 [ R9 w x L4J JAN 3Y - BY: The total cost for the Re- Roofing of the project at the mentioned address is $24,000. The cost for the roof to wall connection hurricane mitigation is $4,500, which is over %15 of the actual job cost. We are proposing to re -strap the corners of the property roof. Permit No: 12 -173 Job Name: February 2, 2012 The owner's notification form must be initialed next to each item P er the instructions. ) Section E must be completed. �. 3y�rovide a fire directory listing page. Provide a permit application for the roof mitigation. 5) The plans show a single strap at the hip jacks and notesthat this as the comer. The comer is defined in chapter 16 and includes several trusses at each comer-identify the comer zone per ASCE 7 -05 and resubmit including the cost of work. Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 ".i Plan review is not complete, when all items d7ove are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Z 1111111 11111 11111 111111111111111 11111 11111111 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT N -17 TAX FOUO NO. STATE OF FLORIDA: 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 f property -if,. add, sin /. ' 2 ption of imprpyement: ) name and address: interest in property: r: �• Name and address of fee simple titleholder: 4. Contractor' a number e. CFN 2012R0097196 OR Bk 27993 Pa 3204; (log) RECORDED 02/10/2012 11:30:45 HARVEY RUVINr CLERK OF COURT f9IAMI=DADE C1JUHTYr FI_1JRIDA LAST PAGE Space above reserved for use Of recording office e' M and S ii •I •'. ��r. � IIQ�/3AlTiZ_•', MINN' -11701Arlairgit'lliziAlfir51 3. • 5. Surety: (Paym = bond required by owner from . • ntractor, If any) J-- Name, address and phone number: Amount of bond $ 6. Lender's name and address: 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(1Xa)7., Florida Statutes, Name, address and phone number 8. In addition to himself, Owner's 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, address and phone number. 9. Expiration date of this Notice of omrnencement: WARNING TO OWNER: IMPROPER PAYMENTS U IMPROVEMENTS. TO YO FIRST INSPECTION. IF Y OR RECORDING YOUR N (the expiration date is'1'year from the date of recordIng unless a different date Is specified) E BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED 713, PART I, SECTION 713.13. FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING TWICE FOR NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE N FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK MENCEMENT. Signatures) of Owner(s) s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared • By Print Name r. . Print Name Title /Office Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The fo • r. is • s, ^1 7 iiu alit was • �r ually, or as ^� Personally known, o me this a71-11 day of produced the followingafype of Id Signature of Notary Public: Print Name: :1 for Under pen: at • I declare that I have read the foregoing ansi.. that the fa : e true, to the best of my knowledge and belief. Signature(s) • f • . r Owner(s)'s Authorized Offioer/Dlrector/Partner/Manager who signed above: c$ • Y•i'! -- By By 128.01.62 PAOE8 8/10 STATE OF FLORIDA, COUNTY OF DADE 1 HEREBY CERTIFY that 4hts is a true copy of the original filed in this ffice on FEB 1 Z WITNESS 11ARVE By day of , A D 20 and and Official Seal. N, CLERK, ofCncuit and County Courts D.C. Permit No: 12 -173 Job Name: February 21, 2012 Miami Shores Vivage Building Department Building Critique Sheet 2nd 1) Provide a fire directory listing page. 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Plan review is not complete, when all items above are corrected, we willdo a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 Permit No: 12 -173 Job Name: February 14, 2012 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 �1) The owner's notification form must be initialed next to each item per the instructions. 2) Provide a fire directory listing page. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 4 ROOF ASSEMBLIEFTOP STRUCTURES Miami Shores Village APPROVED BY DATE Florida Building Code Edition 20iii NING DEPT 141011-Velodty Hurricane Zone Uniform Permit AppffcatistfrmDEpT SeCtiallAPenellakIkUnlatbaliVBJECT 0 CCMPIJANCE WI FH 'ALL FEDERAL \2- ro. STAIR ANU 01UN 1Y RUES ANn PrOCOSS Contractor's Name Ehf ficiffl744 row/#27,641-70.frki Job Address 00 itz F. 06 7#- 41 7414,4T //WF T7 ?3/ ROORCATEGORY 13 Low Slope 0 Mechanically Fastened Tile litaKr--ortar/Adhesive Set Tile 13 Asphaltic 0 Metal PanelfShingies 0 Wood ShingleefShakes Shingles 0 Prescriptive BUR-RAS 160 ROOF TYPE ertl•co.--'---;fing 0 Recovering ROOF SYSTEM INFORMATION (SF) Steep Sloped Roof Area (SF) 3 540 SPctlon B (Roof Plan) all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. and levels, clearly identify dimensions of elevated pressure zones and location of 0 Repair 0 Maintenance Total (SF) ‘121---7: rrziamm,„ 111111 I 111E11 It 111111111111111111111111131 MUM IIIr. 1111I /111 INV MU 111111 in111 n 1111 rim INN Ulm ammunlICANIIIIIIMHinom inn" 0111-nnii - 11111111111 I 11111111111'41i9r Inmmuniummimminnumnunt maim Inminniummarma FLORIDA BUILDING CODE—BUILDING . '1 FU.R10689 - Roofing Systems NE CERTIFICATIONS DIRECTORY Page 1 of 4 W MATERIALS CORP 1361 ALPS RD WAYNE, N7 07470 USA Roofing Systems R10689 Any UL Classified peel and stick underpayment may be used in conjuncton with °Vet aShieid® Fire - Resistant Roof Deck Protection" and "VersaShieid® Underlayment" in any of the following systems. 1. Dedc C -15/32 or spaced sheathing OTHER SYSTEMS Class A Incline: Unlimited Una — One ply "VersaShield® Fire - Resistant Roof Deck Protection* or °VersaShidd® Underlayment° mechanically fastened. Ply Sheet: — One ply Type 30 base sheet or °VersaShield® Fire- Resistant Roof Deck Protection" or °VersaShield® Underlayment" mechanically fastened. Mingles or Panel= — UL Classified or Lister Steel or copper. 2. Deck C -15/32 Indium Unlimited Underlayment — One ply "VersaShieid® Fire-Resistant Roof Deck Protection" or °VersaShield® Underlayment" mechanically fastened. Shingles: — UL t3assified or Lei Class A asphalt glass fiber shingle. 3. Deck C -15/32 Indineo Unibinted Underlays — Two plies "VersaShieid® Fire - Resistant Roof Deck Protection* or "VersaShietd® Underlayment" Shhgles or Panel= — UL Classified or Listed Aluminum. 4. Dedc C -15/32 Incline: Ur:gritted Underlayment — Three plies "VersaShdeld® Fire - Resistant Roof Deck Pin" or "VeisaShieid® Underiayment.° Membranes — Endur -Alt "Cedar- shake." 5. Dedc C -15/32 or Spaced Sheathing Inds Unlimited Undue — One or more piles "VersaShieid® Flee- Reslstant Roof Dec Protection' or °VersaShield® Underiaymenr mechanically fastened. Paredes — Any UL Listed or Classified standing seam steel, steel or copper. 6. Deck C -15/32 or Spaced Sheathing Indhtm Unlimited Underiayment — One ply "VersaShield® Fire-Resistant Roof Deck Protection" or V/ersaShieki® Underlayment" mechanically fastened. Shingles: — UL Listed stone coated, direct to deck, non - batten systems. 7. Ueda C -15/32 or Spaced Sheathing Indira. Unlimited �U..nd..e..r.i.a.,yme nt — One or more pies °VersaShieki® Fire-Resistant Roof Deck Protection" or "Ver ashietd® Underlayment" mechanically fastened. Roof Panels: — Steel panels, fastened to 2 x 2 wood battens httpildaatabase.ul.com/cgi bin/XYV/ template✓ LISEXTI1FRAMF /showpage.hbml?name—T... 2/16/2012 T(FU.R10689 - .hoofing Systems 8. Deck C -15132 Inxlfne; Unlimited rage of 4 U — One or more plies' VasaShield® Fire - Recant Roof Deck won" or Wersashieid® Undedaymenr medhanlcaily fastened. Shleglem — UL Classified or Listed Class A asphalt glass fiber shingle. Class B 1. Deck C -15/32 Incline: Unlimited U — One ply "VersaSideld® Fire- Resistant Roof Deck Protection" or "VersaShieid® Underlayment° mechanically fastened. Shingles: — Any UL Classified or Listed steel, copper, aluminum. 2. Deck Spaced Sheathing Udine: Unlimited Undeiaymaets — One ply VersaShietd® Fire-Resistant Roof Deck Protection° or NersaShield0 t yment" Shingles or Roof Panels — UL Classifled or Listed Steel or copper. 1 . Decic C -15/32 SINGLE PLY MEMBRANE SYSTEMS Class A - Fully A ed Incline 1-1/2 Slip Sheen — Two plies VersaShield® fire - Resistant Roof Deck Protection" or °VersaShield® Underiaynent." Membrane — Any UL Classified except TPO (Actual incline is determined by the maximum existing membrane Classification incline, but cannot exceed 1yh:12). 2. Deck C -15/32 Incline 2 Silp Sheep — Two plies WersaStifeide Fire - Recant Roof Deck Pr on° or "VersaShteld® Underiayment• Membrane: — Any UL Classified PVC, fully adhered. 3. Deck C -15/32 Iesline; 2 Slip Sheets — Two ples'VersaShield® Fire- Resistant Roof Deck Protection" or "VersaShielde Undertayment" Insulations — Any UL Classified, any thickness (except EPS). Membranes — Any UL Classified except TPO (if insulation is used, membrane must be currently UL Classified for use over it Actual incline is determined by the erdstfng membrane/insulatkn as on, but cannot exceed 2:12). Class Adhered 1. Dace C -15/32 Inane 2 Slip Sheen — One ply "VersaShlelde Fire-R nt Roof Deck Pmtection or "Ver•saShield® Undertayment" Membrane: — Duro -Last Inc. "Duro- last" (PVC), fully adhered. 2. Deck C -15/32 Iodine: 1 -1/2 Stip Sheen — One ply "VersaShieid® Fire-Resistant Roof Deck Protection' or "Ve saShield® Underiayment° Membrane — Any UL Classified, except TPO. Actual tndine is determined by the max existing membrane Classification incline, but cannot exceed 1Vh:12. Class A - Mechanically Fastened 1. Deco C -15/32 Incline 1 -1/2 Slip Sheep — Two piles VersaShieid® Fire-Resistant Roof Deck Protection" or °VersaShiekle Underiayment" Membranes — Any UL Classified (Actual incline B determined by the maximum existing membrane Classification inaine, but cannot exceed 11h:12). 2. Dedc 0-15/32 Inclines 2 SUp Sheett — Two piles "VersaShteide Fire - Resistant Roof Deck Protection" or "VersaShielde Underlayrrent." Membranes — Any aasstfied PVC, mechanically fastened. http: / /database.ul com/cgi bin/XYV /template/ LISEXT /1FRAME/showpage html ?name =T... 2/16/2012 3. Deck C -15/32 Incline: 2 SUp Sheet — Two piles ' VersaShield® Fire- Resistant Roof Deck Protection" or "Ve saShield® Underlayment." Insulation: — Any UL Classifed, any thickness (except EPS). Membrane — Any UL Classified (if insulation Is used, membrane must be currently wed for use over f Actual iodine is determined by the existing membranejinsulation Classification, but cannot exceed 2:12). Class B - Mechanically Fastened 1. Deck: C -15/32 Indite: 2 SUp Si a eD — One ply "VersaShietd® Fire-Renstant Roof Deck Protection° or "VeusaShield® Undedayment.• Membran= — Duro-t ast Inc. "Duro -Last" (PVC), mechanically fastened. 2. Deck C -15/32 Indies 1 -1/2 Slip Sheet — One ply "VeraShteid® Fire-Resistant Roof Deck Protection" or "VersaShield® Underiayment" Membrane: — Any UL classified. Actual incline is determined by the max existing membrane won iodine, but cannot exceed 1h:12. 1. Deck: C -15/32 AND REPAIR Class A Incline: Unlimited Existing Roof System: — Any Class A UL Listed shingle. Slip Sheet — One ply 'VersaShie1d® Fire- Resistant Roof Deck Protection" or "VersaShlelde Undertayment" mechanically fastened. Shingles: — Any UL Listed steel, copper, aluminum or Class A asphalt glass fiber shingles. 2. Dede C -15/32 Indine Unlimited Existing Roof System — Any Class A, B or C shingle. SlIp Sheet — One ply "VersaShidd® Fire-Resistant Roof Deck Proton" or °VersaShield® Underlaymenr media:dcaly fastened. Shingles: — UL Listed Class A asphalt glass s fiber shingles. 3. Dodo Slats spaced 116-In. InC811104 Ungmlted Existing Roof System: — Existing wood shake roof. Slip Sheets — Two or more plies WersaShiekd® Flre- Resiskint Roof Deck Pmtec ion" or "VeraShielde Undertayment" mechanically fastened. Shingle= — Any UL Listed steel, copper or Class A asphalt glass fiber shingle. Class B 1. Deck Slats spaced 11/2-in. Lrdbt UMh7ited Existing Roof Systems — Existing wood shake roof to retain existing Listing. SUp Sheets — One or more piles VersaShield® Fire- Resistant Roof Deck Protection" or "VersaShield® Underlayment' mechanically fastened. Shingles: — Any UL Listed steel, copper, aluminum or Class A asphalt glass fiber shingles. Class A,II orC 1. Decks C -15/32 Incline: VA, see Note 1 Existing Roof Sys: — Any Class A, B or C built up roof system. Slip ONteD — One ply'VersaShleld® Fire - Resistant Roof Deck Protection" or "Ve saShieid® Underlayment" mechanically fastened. Roof Covering; — Any BUR system or CPE, CSM, CSPE, EPDM, NBP, PIS, PVC TPO or THE membrane system. Note 1: Classification (A, B or C) and max tndlne will be the same as that of the Cassified Roofing System (TGFU) currently limited to noncombustible deck, but not to exceed 11/2-in. slope. Last Undated on 2011 -07 -11 0ualtions7 ant this oaoe Notice Balmer http / /daiabase.ul.com/cgi bin/XYV/ template / LISEXT /1FRA'MFJshowpage html?name=T... 2/16/2012 TGFU.R1O689 - Roofing Systems Page 4 of 4 ®2012ULLLC The appearance of a company's name or product in this database does not In itself assure that products so identtfled have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Lamed and covered under UL's Follow-Up Service. Always look for the Mark on the product UL permits the reproduction of the material contained in the Online Cron Directory subject to the following mss: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and In a non-misleatUng manner, without any manipulation of the data (or drawings). 2. The sbIteinent '12eprinted from the Online Certifications Dims ry with pemlission from UL' must appear adjacent to the extracted material. In addition, the reprinted material must hndude a copyright notice in the following format: *0 2012 UL LLC°. httpi /database.ul.com/cgi bin/X'YV/ template/ LISEXT /1FRAME/shovvpage.html ?name—T... 2/16/2012 1 1 Florida Eitalcllng Code Edition 2007 High VelociLy Hurricane Zone Uniform Permit Appricaticn Form Section D (Steen Sloped Roof Svsteml Roof System M a n u f a c t u r e r : A VE 7pli 4S . INC . Notke of Acceptance 09- 0422.05 Minimum Design Wind Pressures, if Applicable (From RAS 127 or Calculations): P1: Co .1 P2: 19.122 P3: 11.122 kunchm un Design Pressure 19 O. 94- (From the ROA Sic System): Method of fib attachment AV N€ s %v I L.ArZ64 pA-Mil PLtt. N.O.A. Steen Sloped Roof System Description eWelt V y Hunrcane Zone Uniform Application Form Section E (Tile C culations). For Moment based tile systems, choose der Method 1 or 2. Compared the values for Mrwfth the vainer from Mi. Hilo M, values are greater er equal to the Mr values, for each area of the roof, then the Me attachment method is acceptable. �m 1 (P1 zA U (Ps: z . d� (P3- .. / x e l Based The —Mg f,'Ot =Ms _Mg c.pi r9 ) —Mg c.g/ Per RAS 127" NOA M 190.84 NOA bfr_ 11Q • 04 q NOA M 190.$4 Method 2 "Simplified file Calms Per Table Below" Required Moment of Resis ce (Mr) From Table Below 3 ,4o0L NOA PeF / qo 1/ T ?r 7 i7r Z *Must be used is conjunction with a list of moment based tip systems endorsed by the Brossard County Board of Rules and For Uplift based tile systems use blethod 3. Compared the values for F' with the values for Fr. If the r values are meter than or equal to the Fr values, for eat area-of the roof, then the tip attachment method is acceptable. bilethod 3 "Uplift Based Tile Cakulations Per RAS 121" (PI: $'o% x ib = LOx w:= '/) —W: z cos 0: = F,: NOAF'�����!Lt( {t's:� xbl t =I/ x w:= / %) -W:� z 8: = Fn: NOAF t i • (P3 : /1' lx ,LL= I i „a x w: = 7)— WriaL. xedoe: -35 = Fa: ;. i•:.y NOAF1iL Where to Obtain Information Description DesignFtessoto Srabel P1 orP2* wP3 Where to find RAS 127 UN* 1 orbs, an cagioeettog tiotdysba pointed by PBbawdonAS 7 Moot RoofEkdght Root logo li lob Site AstodynainioNtuitiplier 0 Restotiog Mount doe to Gravity Attached: 2R lob Sid NOA na NOA bit NOA Atagionentitosistoroo 1�r Calcallated NOA Required Pr Colooloted AveesaeIlk w NOA 1= length NOA vi=vadtk AR adatiotions !mottle suhodtted totes Ratting Offietal attic tin sofpemott 123_01 -48 12/09 PACE 5 SECTION R440213 HIGH VELOCITY HURRICANE ZONES - REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS R4402.13.1 Scam. As it pertgns to the section, it is the [evonsibity of morn Ito proves the owner with the teggixt wiring penult, and to expta t n to the owner the dent of Ss =ion. The prom of Section R4402 govern the requlren s and s of the bdustry kw rooflrg system installations. WonaJy';,the /:' , , r; �' ite �w should be as paarri,{woffthe wL w ,gym t beggen been tie o ant Its (..\.,,, � 1. y e 1 `.. s ✓nitiaI in a .sIpace lll:H l that t o item [10.1 {7 1 Msthetics-lltfortonanship: the wodcmanship of Semen R4402 are for the purpose of � Vigils roof system meets the w and water awn perth standards. Aesthetics (app) are not a Onftilitbtl with impact to =kingship provkions. Aesthetb issues such as «1 • or architechuat appearame, that are Trot part of a zing code should be addressed as part of the ' br tin o and r. Remains wood decks: When rookg, the egg wood roof deck may have to be mordants with the current provkdons of Section R4403. (Tine roof deck is usually concealed prior the existing roof system). Common roofs: Comer roofs are those which have no violle delbstion behmen neighboring townhouses, condomi nkxms, etc.) in buitd'mgs with common north, the roofing cont aethr ardor notify the occupants of adja t oohs of nag to be performed. Exposed Ceiling: Expcsal, open bean cis are wine e the underskte of the roof decking can from below. The owner may wish to maintain the ashftecheal appearance; therefo e, rooting nail of the underside of the dimidng may not be amegable. This provklts the own of malntaining the .�1•••C1 :I ;11.: Posting water: The current roof system and/or deck of the building may not drain well and magi to pond (a mine) in bagykv are= of the roof. Pounding can be an klication of structural and may require the review of a professional structure{ engineer. Po ndag may shox%wn tie life and perfarran a of the new roo0ng system. Pounfmg con rdiots may not be eve until the noting system is removed. Pounder krona sly be conecb3d. 1:1riY.i • -1••!. IV/ -Ci , 31.P1; Or: ;i; scuppers (vim outer) it 15 r gtdred that rainwater fbws off so tied the roof is not bulidup of water. Pedmeter/edge wall order roof sedentgm may block thl &charge if (wail outlets) are not provided. h may be mwessary to Install ovedthw ors in t e nquirensnts of Sects R4402, R4403 and R4413. oft* reduced. It roof. : Elkst rood shams should have some ability to vent nab atr(thw through the fly (the bukiing t). The existing amount of aft ventikition shall not be be betekkd tlxcomeradd'Jorai vend % wikh can = f in extendutg Ile, sew life of the Revised an 7t3124A9 LD TGIK.R25496 - Roofing Systems, Uplift Resistance ONLINE CERTIFICATIONS DIRECTORY Page Bottom, Page 1 of 1 TGIK.R25496 Roofing Systems, Uplift Resistance Roofing Systems, Uplift Resistance See General Information for Roofina Systems. Uplift Resistance GAF MATERIALS CORP 1361 ALPS RD WAYNE, NJ 07470 USA PREPARED ROOF COVERING MATERIALS 1. Uplift Resistance — 183 psf. R25496 Deck: — Min 15/32 in. thick, APA rated plywood, Type B-C. Underlayment: — Any UL Classified base or ply sheet, mechanically attached. Battens: — 0.020 in. thick by 2 in. wide stainless steel batten strip spaced 9 -1/2 in. OC. 14 AWG wire hangers positioned within the battens at 6 in. OC. Fasteners: — Fasteners used to attach the battens to the plywood deck to be 1 -1/4 in. long by 3/8 in. head diameter steel annular ring shank nails positioned at hanger locations. interiayment: — 0.025 in. thick by nominal 12 in. wide strips of opaque polyethylene strips as part of the roof covering installation. Prepared Roof Covering Material (Slate Shingle): — Designated "Tru- Slate ", 12 in. long by 12 in. wide. Maximum exposure of slate shingle to be 9-1/2 in. Last Updated on 2010 -10 -11 Ouestions? Print this pace Notice of Disclaimer Paae TOD © 2012 UL LLC The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and /or listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "©2012 UL LLC ". http: / /database.ul.com/cgi- bin /XYV/ template /LISEXT /1 FRAME /showpage.html ?name =TG... 2/7/2012 MIAMI-DA©E COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) GAF Materials Corporation 1361 Alps Road Wayne, NJ. 07470 MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.wiamidade.aov /bailtlina/ 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: VersaShieldvm Fire Resistant Roof Deck Protection 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 revises NOA No. 07- 0103.08 and consists of pages 1 through 3. The submitted documentation was reviewed by Alex Tigers, NOA No.: 10- 0331.04 Expiration Date: 02/07/12 Approval Date: 06/16/11 Page 1 of 3 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: Roofing Underlayment Fiberglass SCOPE: This acceptance is for VersaShieldTM Fire Resistant Roof Deck Protection by GAF Materials Corporation, as described in this Notice of Acceptance, for use with approved prepared roof assemblies. Designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. PRODUCT DESCRIPTION: Product Dimensions Test Specification VersaShieldTM Fire 42" x 100' rolls ASTM D 226 Type II Resistant Roof Deck Protection MANUFACTURING LOCATION: 1 Conover, NC EVIDENCE SUBMITTED: Test Agency PRI Construction Materials PRI Asphalt Technologies, Inc. Underwriters Laboratories Inc. Underwriters Laboratories Inc. Underwriters Laboratories Inc. PRI Asphalt Technologies, inc. Test Identifiefr, GAF - 270 -02 -02 ELK - 063 -02 -01 99NK45831 IONK11990 R19254 ELK - 069 -02 -01 BRY - 003 -02 -01 BRY- 003 -02 -01 Product Description Non - Asphaltic fiberglass -based underlayment and/or fire barrier. Test Name/Report ASTM D 226 TAS 100 ASTM E 108 Listing Classification ASTM D 226 TAS 100 TAS 117(B) TAS 114 (H) Date 10/06/11 09/27/01 03/21/00 05/18/11 09/13/01 03/04/02 03/19/02 • NOA No.: 10- 0331.04 Expiration Date: 02/07/12 Approval Date: 06/16/11 Page 2 of 3 INSTALLATION: 1. VersaShieldTM Fire Resistant Roof Deck Protection shall be installed in strict compliance with applicable Building Code. 2. VersaShieldTM Fire Resistant Roof Deck Protection shall be installed with a minimum 4 -inch head lap in a single layer fashion. 3. VersaShieldTM Fire Resistant Roof Deck Protection is a component used in roof assemblies. Roof assemblies are approved under specific assembly Notice of Acceptance. 4. VersaShieldTM Fire Resistant Roof Deck Protection may be used with any approved roof covering Notice of Acceptance listing VersaShieldTM Fire Resistant Roof Deck Protection as a component part of an assembly in the Notice of Acceptance. If VersaShieldTM Fire Resistant Roof Deck Protection is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. 5. VersaShieldm Fire Resistant Roof Deck Protection is a non - asphaltic underlayment that may be used as a fire barrier for prepared roof assemblies. For fire classification of specific roof assemblies using VersaShieldTM Fire Resistant Roof Deck Protection refer to a current Approved Roofing Materials Directory for fire ratings of this product. LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current Approved Roofing Materials Directory for fire ratings of this product 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. LABELING: All packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo and yellow line to identify the ASTM Standard designation; or logo and the following statement: "Miami - Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQUIREMENTS: Application for building permit shall be accompanied by copies of the following: 1. This Notice of Acceptance. 2. Any other documents required by the Building Official or applicable building code in order to properly evaluate the installation of this material. END OF THIS ACCEPTANCE NOA No.: 10- 0331.04 Expiration Date: 02107/12 Approval Date; 06116111 Page 3 of 3 MIAM!•()iADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Polyfoam Products, Inc. 11715 Boudreaux Road Tomball, TX 77375 MIAMI -DADE COUNTY PRODUCT CONTROI, SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mia midade.eov /buildinal 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: PoIypro® AI1160 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 NOA# 06- 0201.02 and consists of pages 1 through 7. The submitted documentation was reviewed by Alex Tigera. /4/-r"' ve/ 3 lz NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04 /14/11 Page 1 of 7 ROOFING COMPONENT APPROVAL: Category: Roofing Sub Category: Roof tile adhesive Materials: Polyurethane SCOPE: This approves Polypro® A11160 as manufactured by Polyfoam Products, Inc. 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 Polypro® 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 Specifications N/A TAS 101 Po1yproe AH160 Foampro® RTF1000 N/A ProPack!T 30 & 100 N/A Product Description Two component polyurethane foam adhesive Dispensing Equipment 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 Polypro AH160 roof tile adhesive. PHYSICAL PROPERTIES: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Closed Cell Content Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 ASTM D 2856 Results 1.6 lbs.fft.3 18 PS1 Parallel to rise 12 PS1 Perpendicular to rise 28 PSI Parallel to rise 0.08 LbsJFt2 3.1 Perm f Inch +0.07% Volume Change aQ -40° F., 2 weeks +6.0% Volume Change ®158°F., 100% Humidity, 2 weeks 86% 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. M1AMt.DADE COUNTY APPROVED NOA No.: 11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04114/11 Page 2 of 7 EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date Center for Applied Engineering #94 -060 TAS 101 041Q8/94 257818 -1PA 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- 06241j 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. Polypro8 AH160 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 Polypro their tile assemblies shall test in accordance with TAS 101. 111 AH160 roof tile adhesive with 5. Roof Tile manufactures acquiring acceptance for the use of HANEU -STICK roof tile adhesive with their tile assemblies shall test in accordance with TAS 101 with section 10.4 as modified herein. —W k2 F' MS NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 3 of 7 INSTALLATION: 1. Polyprog A11160 may be used with any roof the assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 2. Polypro® A11160 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 Polypro® AH160 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. Polypro@ AI-1160 roof tile adhesive and its components shall be installed in accordance' with Roofing Application Standard RAS 120, and Polyfoam Products, Inc, Polypro1z AH160 Operating Instruction and Maintenance Booklet. 4. Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. S. Calibration of the Foamproo 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 shalt be approved. 6. Polypro® AH160 shall be applied with Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 7. Polypro AH160 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 Polypro8 AH160 has been dispensed. 9. Polyproe AH160 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 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 LABELING: All Poiypro(i) AH160 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. MIAMIOADE COUNTY APPROVED NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 4 of 7 ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Eo comae only: Keep adhesive approx. 4 fa up ton eeepho1n 1) Place enough adhesive toachleve IT to 23 opttor aI brefor square inches to content wit the pas lit BIND ptkh appboattone 2)To1ia Fromc outside don. Place UZhr�`_, Then install the file. l you hplaahecsment otihe ears course covet ft Abut tosecond scone of pen M at cover Zee tlusbateave Ilse. Eave elo we (morlershows) NOA No.:11- 0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 5 of 7 ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY N ©A No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 6 of 7 ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through Mastic cement Paddy (between tile) Paddy (under tile) 0 . - Single paddy 3 in. under tile x3in. Single paddy on under- laYment Single paddy on top of file Course In. X 7 In. medium she paddy save Fascia comu only MIAMDADE COUNTY APPROVED Nan through plastic cement Untladayrnent Single paddy under tile Single paddy between the 2 M. x7 In. medium elm paddy eave course 0114 teAn. x 3 In. 4 in, Single Paddy under. layment Single paddy on top of tile Fascia W13801011) Eeve closure Drkl edge Nall through plastic cement Sing e paddy nder the Single paddy between He Psehin.x 3 in. Single paddy on underlayrnent Single paddy on top of tile ESA *AM Ewe Closure ht.s 7 ht. medium size paddy cave come only Fascia END OF THIS ACCEPTANCE NOA No.: 11-0124.04 Expiration Date: 05/10/12 Approval Date: 04/14/11 Page 7 of 7 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Artezanos, Inc. 9455 SW 78th Street Miami, FL 33173 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, 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. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Artezanos World Class 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 NOA # 08- 0617.01 and consists of pages 1 through 11. The submitted documentation was reviewed by Alex Tigera. NOA No 09- 0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page lof 11 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: Roofing Roofing Tiles Clay 1. SCOPE This approves a roofing system using "World Class Two Piece Handmade Tapered Mission Barrel Roofing Tile" Clay Roof Tile, as manufactured by Artezanos, Inc. described in Section 2 of this Notice of Acceptance. For the locations where the pressure requirements, as determined by applicable Building Code, does not exceed the values listed in section 4 herein. The attachment calculations shall be done as a moment based system. 2. PRODUCT DESCRIPTION Test Manufactured by Dimensions Specifications Applicant 2 Piece Handmade 1= 18" ASTM C 1167 Tapered Mission w = 8" Barrel Tile %z" thick Product Description High profile, two piece, barrel, clay roof tile. For direct deck adhesive or mortar set applications. Italian Pan Tile 1= 19.4" ASTM C 1167 Flat pan clay tile to be used in w = 10" conjuction with Handmade Tapered '/" thick Mission Barrel Tile as the cap. For direct deck adhesive or mortar set applications. Steel Pan 1= 21"- 84" TAS 110 Kynar or Hylar coated steel pan tile to w = 7.5" be used in conjuction with Handmade .0179" thick Tapered Mission Barrel Tile as the (26 ga.) cap. For direct deck adhesive set applications. Aluminum Pan 1= 21"-84" w= 7.5" .025" thick (22 ga.) Trim Pieces 1= varies w = varies varying thickness TAS 110 ASTM C 1167 Aluminum pan tile (with optional coating of Kynar or Hylar) to be used in conjuction with Handmade Tapered Mission Barrel Tile as the cap. For direct deck adhesive set applications. Accessory trim, clay roof pieces for use at hips, rakes, ridges and valley terminations. NOA No 09- 0422.05 Expiration Date : 05/14/14 Approval Date: 06/03/09 Page 2of 11 2.1. EVIDENCE SUBMITTED Test Anencv Testwell Craig Laboratories & Consultants, Inc. IBA Consultants Inc. Walker Engineering Southwest Research Institute American Test Lab of South Florida American Test Lab of South Florida Test Identifier Lab #ABM -4 Lab #ABM -20 Lab #ABM -1 2352 -39 2352 -47 2352 -38 2352 -64 2352 -53 2352 -59 01.13537.01.310 RT0505.02 -09 RT0505.01 -09 Test Name/Report Date Static Uplift Testing Jan 1995 PA 101 (Mortar Set) Static Uplift Testing Nov 1995 • PA 101 (Adhesive Set) Physical Properties 2003 ASTM C 1167 Physical Properties Nov. 2005 ASTM C 1167 Physical Properties June 2006 ASTM C 1167 Static Uplift Testing Dec. 2005 TAS 101 (Adhesive Set) Static Uplift Testing May 2008 TAS 101 (Mortar Set) Static Uplift Testing April 2008 TAS 101 (Adhesive Set with Steel Pan) Static Uplift Testing April 2008 TAS 101 (Adhesive Set with Aluminum Pan) Thermal Expansion of Steel, Concrete and Clay Components ASTM E -108 April 2008 ASTM C 1167 May 2009 ASTM C 1167 May 2009 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 in accordance with RAS 106 may required, refer to applicable building code. 3.3 Applicant shall retain the services of a Miami -Dade County Certified Laboratory to perform quarterly test in accordance with TAS 112, appendix `A'. Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayments shall be in compliance with the applicable Roofmg Applications Standards listed section 4.1, 43, 4.5 and 4.7 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. 3.7 When using Steel or Aluminum Pan tile, panels must be clean to ensure proper adhesion. APPROVED 1 NOA No 09-0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page 3of 11 4. INSTALLATION System Al — Handmade Barrel Tile (Two -Piece Cap and Pan) 4.1. "World Class Two Piece Handmade Tapered Mission Roofmg Tile" and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.2. Data for Attachment Calculations Table 1: Average Weight (W) and Dimensions I x w) Tile Profile Weight -W (Ibf) Length - 1(feet) Width - w (feet) Two Piece Handmade Tapered Mission Tile 5.8 1.42 0.58 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile X (ft3) Direct Deck Application Two Piece Handmade Tapered Mission Tile 0.22 Table 3: Restor ng Moments due to Gravity - Ma (ft -Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" Two Piece Handmade Tapered Mission Tile 3.9 3.8 3.7 3.6 3.5 3.4 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar or Adhesive Set. Systems Tile Profile Tile Application Attachment Resistance Two Piece Handmade Tapered Mission Tile Adhesive Set 111.41 1. Place 42 grams per pan and 21 grams per cap (on each side) of PolyProTM. Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Two Piece Handmade Tapered Mission Tile Mortar Set 57.4` 2. Quickcrete Mortar NOA No 09- 0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page 4of 11 System A2 — Handmade Barrel Tile with Italian Pan Tile 4.3. "World Class Two Piece Handmade Tapered Mission Roofing Tile" and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. 4.4. Data for Attachment Calculations Table 1: Average Weight (WI) and Dimensions ( I x w) Tile Profile Weight W (Ibf) Length - I (feet) Width - w (feet) Handmade Tapered Mission Tile with Italian Pan Tile 5.2 1.5 0.667 Table 2: Aerodynamic Multipliers - A. (ft3) Tile Profile R, (ft3) Direct Deck Application Handmade Tapered Mission Tile with Italian Pan Tile 0.22 Table 3: Restor ng Moments due to Gravity - Ma (ft -Ibf) Tile Profile 2 " :12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7":12" Handmade Tapered Mission Tile with Italian Pan Tile 4.85 4.77 4.66 4.51 4.30 4.05 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Handmade Tapered Mission Tile with Italian Pan Tile . Adhesive Set 63.44 3. Place 19.3 grams per pan and 10 grams per capjon each side) of PolyProm. Table 5: Attachment Resistance Expressed as a Moment - Mf (ft-ibf) for Mortar Set Systems Tile Profile Tile Application Attachment Resistance Handmade Tapered Mission Tile with Italian Pan Tile Mortar Set 77.644 4. Qulckcrete Mortar NOA No 09 -0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page Sof 11 System A3 — Handmade Barrel Tile with Steel Pan Tile 4.5. "World Class Two Piece Handmade Tapered Mission Roofing Tile" and its components shall be installed in strict compliance with Roofmg Application Standard RAS 120. (See Detail B) 4.6. Data for Attachment Calculations Table 1: Average Weight (W) and Dimensions I x w) Tile Profile Weight -W (Ibf) Length - 1(feet) Width - w (feet) Handmade Tapered Mission Tile/Steel Pan 5.2 1.5 0.667 Table 2: Aerodynamic Multipliers -1l. (ft3) Tile Profile X (ft3) Direct Deck Application Handmade Tapered Mission Tile/Steel Pan 0.22 Table 3: Restoring Moments due to Gravity - Ma (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 " :12" Handmade Tapered Mission Tile/Steel Pan 5.13 5.05 4.93 4.77 4.56 4.29 Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-Ibf) for Mortar or Adhesive Set Systems Tile Profile Tile Application Attachment Resistance Handmade Tapered Mission Tile/Steel Pan Adhesive Set 39.57D 5. Place 9.3 grams per step of pan and 5 grams on each side of cap of PolyProTM. NOA No 09- 0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page 6of 11 System A4 — Handmade Barrel Tile with Aluminum Pan Tile 4.7. "World Class Two Piece Handmade Tapered Mission Roofing Tile" and its components shall be installed in strict compliance with Roofing Application Standard RAS 120. (See Detail C) 4.8. Data for Attachment Calculations Table 1: Average Weight (W) and Dimensions ix w) Tile Profile Weight -W (lbf) Length - I (feet) Width - w (feet) Handmade Tapered Mission Tile/Aluminum Pan 5.2 1.5 0.667 Table 2: Aerodynamic Multipliers - X (ft3) Tile Profile a, (ft3) Direct Deck Application Handmade Tapered Mission Tile/Aluminum Pan 0.22 Table 3: Restor ng Moments due to Gravity - Mg (ft-Ibf) Tile Profile 2 ":12" 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" Handmade Tapered Mission Tile/Aluminum Pan 5.08 5.01 4.89 4.74 4.54 4.28 Table 4: Attachment Resistance Expressed as a Moment for Mortar or Adhesive Set Systems - Mt (ft Tile Profile Tile Application Attachment Resistance Handmade Tapered Mission Tile /Aluminum Pan Adhesive Set 190.846 6. Place 31.9 grams per step of pan and 17.5 grams for each side of the cap PolyProTM NOA No 09 -0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page 7of 11 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo (See Detail Below), or following statement: "Miami -Dade County Product Control Approved ". PM'gt� * Q,NO Z4,brO * * ;t N 0<.b G• * ARTEZANOS WORLD CLASS TILE LABEL (LOCATED ON DITHER TOPSIDE OR UNDERSIDE OF 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 as required by the Building Official in order to properly evaluate the installation of this system. NOA No 09- 0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page 8of 11 II PROFILE DRAWING ARTEZANOS, INC. " 2 PIECE HANDMADE TAPERED MISSION BARREL TILE DETAIL A ARTEZANOS, INC. ITALIAN PAN TILE NOA No 09- 0422.05 Expiration Date: 05114/14 Approval Date: 06/03/09 Page 9of 11 DETAIL B ARTEZANOS, INC. STEEL PAN TILE PolyPro AH -160, 5 grams per each side of cap tile. PolyPro AH -160, 9.3 grams per pan tile. NOA No 09-0422.05 Expiration Date: 05/14/14 Approval Date: 06/03/09 Page l0of 11 DETAIL C ARTEZANOS, INC. ALUMINUM PAN TILE PolyPro AH -160, 17 grams per each side of cap file. PolyPro A11-160, 31 grams per pan tile. END OF THIS ACCEPTANCE NOA No 09- 0422.05 Expiration Date: 05/14/14 Approval Date: 06 /03/09 Page liof 11 MIAM COUNTY- BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Kirsch Building Products, LLC. 1464 Madera St. #387 Simi Valley, CA 93065 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 3.75 -2901 FAX (305) 375 -2908 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, 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. This product is approved as described herein, and has been designed to comply with the Florida Building Code and the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sharkskin Roof Underlayments 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 new NOA consists of pages 1 through 6. The submitted documentation was reviewed by Jorge L. Acebo. NOA No.: 09- 1123.02 Expiration Date: 07 /14/15 App al Date: 07/14/10 Page 1 of 6 ROOFING COMPONENT APPROVAL Category: Sub - Category: Material: Roofing Underlayment Polypropylene TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Product Sharkskin CompTM Sharkskin UltraTM Sharkskin Ultra RadiantTM Dimensions 48 "x250' 48 "x250' 48" x 250' Sharkskin Ultra SATM 48" x 125' EVIDENCE SUBMITTED: Test Agency Trinity 1 ERD Test Specification ASTM D226, Type or ASTM D226, Type IorII TAS 104 ASTM D226, Type IorII TAS 103 Test Identifier K6550.08.07 K0810.12.05 -R1 K3140.05.10 K6540.07.07 -R2 K6540.03.08 -1 K6540.03.08 -2 K9210.05.08 -R1 Product Description A multi -layer laminated roof underlayment comprised of a high - strength woven polypropylene base with a UV & antioxidant protection bond layer and a slip - resistant top layer. A multi -layer laminated roof underlayment comprised of a high- strength woven polypropylene core with a UV & antioxidant protection bond layer to both sides and a slip - resistant top layer. A multi -layer laminated roof underlayment comprised of a high- strength woven polypropylene core with a reflective barrier on the underside and a UV & antioxidant . protection bond layer on both sides and a slip - resistant top layer. . A multi -layer laminated roof underlayment comprised of a high - strength woven polypropylene core between two layers of UV & antioxidant protection bond and a self - adhering underside and a slip- resistant top layer. Test Name/Report TAS 114-C ASTM D 1623 (AC152) ASTM D.1623 ASTM D 226 TAS 103/ TAS 117 -B TAS 104/ TAS 117 -B TAS 103 / TAS 104 ASTM D 5147 /ASTM D 4798 Date 08/20/07 10/06/09 05/18/10 10/08/09 03/10/2008 03/10/2008 11/13/09 NOA No.: 09- 1123.02 Expiration Date: 07/14/15 Approval Date: 07/14/10 Page 2 of 6 APPROVED SHARKSKIN SYSTEM ASSEMBLIES: Deck Type 1: Wood Deck Description: 19/32" or greater plywood or wood plank System E(1): Base sheet mechanically fastened to deck, subsequent cap membrane self - adhered. All General and System Limitations shall apply. Base sheet: Fastening: Ply Sheet: Membrane: Surfacing: Note: One or more plies Sharkskin Ultra applied in single coverage method with minimum 4" horizontal laps and minimum 6 "vertical laps applied as specified below. Mechanically fastened with approved nails & tin caps spaced 6" o.c. at the 4" horizontal overlaps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet (Optional) Sharkskin Ultra SA, self - adhered with minimum 2" horizontal overlaps and minimum 6" vertical overlaps. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. Sharkskin Ultra SA, self-adhered with minimum 2" horizontal laps and minimum 6" vertical laps. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release liner as the membrane is applied. When used in Tile roof systems the cap sheet shall be back nailed to deck with approved annular ring shank nails and tin caps at a maximum 12" o.c. at the side laps and 6" o.c. at the end laps. No nails or tin caps shall be exposed Approved for asphalt shingle, mechanically fastened roof tile, foam- adhered roof tile, non - structural metal roofing, wood shakes & shingles or slate roof assemblies as specified within the Roof System NOA. For tile roof assemblies, refer to RAS 118, 119 or 120 and the tile manufacturer's NOA. For foam - adhered tile roof assemblies, approved use is limited to Polyfoam tile foam adhesive. NOA No.: 09- 1123.02 Expiration Date: 07 /14/15 Approval Date: 07/14/10 Page 3 of 6 Deck Type 1: Wood Deck Description: 19/32" or greater plywood or wood plank System E(2): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet Fastening: Surfacing: Deck Type 2: Deck Description: System E(3): One or more plies Sharkskin Comp® or Sharkskin UItra below: applied as specified For slopes 3.5 : 12 (16.2 °) or greater: Shall be applied in single coverage method, overlapping each course with a minimum 4" horizontal lap. Mechanically fastened with approved nails & tin caps spaced 6" o:c. at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. For slopes 2.5:12 (11.8 °) to 3.5:12 (16.2 °): Shall be applied in a double coverage method, overlapping each course with a minimum 24" horizontal lap. Mechanically fastened with approved nails & tin caps spaced 6" o.c. within 4" of the bottom edge of the horizontal laps and 10" o.c. in one staggered row in the field of the sheet. Approved for asphalt shingle, non - structural metal roofing, wood shakes & shingles or slate roof assemblies as specified within the Roof System NOA. Wood 19/32" or greater plywood or wood plank Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra® applied as specified below: Horizontal Battens: Fastening: For slopes 3 : 12 (14 °) or greater: Sharkskin Ultra shall be applied in single coverage method, overlapping each course with a minimum 4" horizontal lap. Mechanically fasten Sharkskin Ultra with approved nails & tin caps spaced 6" o.c. at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Install battens over Sharkskin Ultra in accordance with RAS 119. Counter Battens: Fastening: For slopes 3 : 12 (14 °) or greater: Install vertical battens in accordance with RAS 118. Sharkskin Ultra shall be laid horizontally in single coverage method, parallel to the eave with minimum 4 -inch horizontal laps and minimum 6 -inch vertical laps over the vertical battens. Mechanically fasten Sharkskin Ultra with approved nails & tin caps spaced 6" o.c. at the horizontal laps and 10" 0.0. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Horizontal laps shall be sealed with butyl - based tape or other material specifically approved by Miami -Dade Product Control & Kirsch Building Products. Vertical laps shall be minimum 6 -inch wide and shall break over a vertical batten to allow water to run away from the center point of the vertical batten. Approved for non - structural metal roofing, wood shakes & shingles or slate roof assemblies as specified within the Roof System NOA. Surfacing: NOA No.: 09- 1123.02 Expiration Date: 07/14/15 Approval Date: 07/14/10 Page 4 of 6 Deck Type 1: Wood Deck Description: 19/n" or greater plywood or wood plank System E(4): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: One or more plies Sharkskin Ultra Radiant® applied as specified below: Horizontal Battens: Fastening: For slopes 3 : 12 (14 °) or greater: Sharkskin Ultra Radiant® shall be applied with the reflective side up in single coverage method, overlapping each course with a minimum 4" horizontal lap. Mechanically fasten Sharkskin Ultra with approved nails & tin caps spaced 6" o.c. at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Install battens over Sharkskin Ultra in accordance with RAS 119. Counter Battens: Fastening: For slopes 3 12 (14 °) or greater: Install vertical battens in accordance with RAS 118. Sharkskin Ultra Radiant® shall be laid horizontally with the reflective side up in single coverage method, parallel to the eave with minimum 4 -inch horizontal laps and minimum 6 -inch vertical laps over the vertical battens. Mechanically fasten Sharkskin Ultra Radiant® with approved nails & tin caps spaced 6" o.c. at the horizontal laps and 10" o.c. in a grid pattern having three, equally spaced, staggered rows in the field of the sheet. Horizontal laps shall be sealed with butyl -based tape or other material specifically approved by Miami -Dade Product Control & Kirsch Building Products. Vertical laps shall be minimum 6 -inch wide and shall break over a vertical batten to allow water to run away from the center point of the vertical batten. Surfacing: Approved for non - structural metal roofmg, wood shakes & shingles or slate roof assemblies as specified within the Roof System NOA. Deck Type 2: Steel Deck Description: Minimum 18- 22ga., Type -B, 33ksi steel deck System E(5): Base sheet mechanically fastened to deck. All General and System Limitations shall apply. Base sheet: Fastening: Surfacing: APPROVED; One or more plies Sharkskin Ultra applied in single coverage method with minimum 4" horizontal laps and minimum 6 "vertical laps applied as specified below. Sharkskin Ultra is attached to the roof deck with Miami -Dade listed corrosion resistant #10, #12 or #14 screws and metal stress plates. Screws shall engage the top flute of the steel deck and be of sufficient length for minimum 3/a -inch penetration. Screws & plates spaced 6" o.c. at all laps and three staggered rows 10" o.c. in the field of the roll or as specified within the roof system approval. Approved for non - structural metal roofing assemblies as specified within the Roof System NOA. NOA No.: 09- 1123.02 Expiration Date: 07/14/15 Approval Date: 07/14/10 Page 5 of 6 GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Sharkskin Roof Underlayments shall be installed in strict compliance with applicable Building Code. 3. All Sharkskin Underlayments shall be applied to a smooth, clean and dry surface with deck free of irregularities. Deck shall be fastened in strict compliance with applicable Building Codes. All nails in the deck shall be carefully checked for protruding heads. Re- fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application 4. Sharkskin Ultra may be used in asphaltic shingle, direct- deck/batten wood shake & shingle, direct- deck/batten quarry slate or direct - deck/batten non - structural metal roof applications. 5. Sharkskin Comp may be used in asphaltic shingle, direct -deck wood shake & shingle, direct -deck quarry slate or direct -deck non - structural metal roof applications. 6. Sharkskin Ultra Radiant may be used in battened non- structural metal roof, battened wood shakes & shingles or battened slate roof applications. Sharkskin Ultra Radiant shall not be used as a tile, asphalt shingle, direct -deck wood shakes & shingle, direct -deck non - structural metal or direct -deck slate underlayment. 7. Sharkskin Comp or Sharkskin Radiant shall not be used as a roof tile underlayment or as part of a roof tile underlayment system. 8. The Sharkskin Ultra and Sharkskin UItra SA two -ply underlayment system may be used in asphalt shingle, mechanically fastened tile, foam - adhered tile, wood shake & shingle, quarry slate or non - structural metal roof applications. 9. The standard maximum roof pitch for The Sharkskin Ultra and Sharkskin Ultra SA two-ply underlayment system shall be 5:12 for flat tile and profiled tiles with lugs. A maximum of 10 tiles per stack are allowed when loading tile on the underlayment. 10. Sharkskin Roof Underlayments shall not be applied over an existing roof system as a recover application but may be applied as specified herein as part of an approved underlayment system. 11. Sharkskin Roof Underlayments shall not be left exposed as a temporary roof for longer than 1,80, days of application. 12. Sharkskin Roof Underlayments are components used in roof systems assemblies. Roof system assemblies are approved under specific Notice of Acceptance. Refer to Prepared Roofing System Product Control Notice of Acceptance for listed approval of this product with the specific prepared roofing assembly. 13. Sharkskin Roof Underlayments may be used with any approved roof covering Notice of Acceptance listings the Sharkskin product(s) as a component part of an assembly in the Notice of Acceptance. If Sharkskin Roof Underlayments are not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami -Dade County Product Control Department provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance and fire testing results. 14. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 15. All membranes or packaging shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. END OF THIS ACCEPTANCE NOA No.: 09- 1123.02 Expiration Date: 07/14/15 Approval Date: 07/14/10 Page 6 of 6