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Home My WebLink About19-21296 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 21296 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 21296 Address: 37757 37765 OAK RUN CIRCLE Permit Type: RE-ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 34-25-210000-00300-0100 Improv. Cost: 32,400.00 OWNER INFORMATION Date Issued: 5/30/2019 Name: OAK RUN PROPERTIES INC Total Fees: 307.50 Address: 38070 DAUGHTERY RD Amount Paid: 307.50 ZEPHYRHILLS FL 33540-1375 Date Paid: 5/30/2019 Phone: 727-218-9407 Work Desc: REROOF SHINGLE 80 SQ/ 10 SQ MODIFIED CONTRACTORS APPLICATION FEES BMCI CONTRACTING INC REROOF RESIDENTIAL 307.50 � V DRY IN ROOF INSP Ins ections Required TAPE JOINT§ROOF IN FINAL - -__ REINSPECTION FEES: (c)With respect to Rennspection fees will comply with Florida Statute 553.80(2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "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." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department r A Date Received Phone Contact for Permitting '- -1-11 1-1-1-1-rr- - _ - - - - -F-17-r7 - Owner's Name OAK RUN ROPERTIES INC Owner Phone Number 1 727.218.94" Owner's Address 1 38070 DAUGHTERY RD ZEPHYRHILLS FL 33540 Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS 37757-37765 OAK RUN CIRCLE ZEPHYRHILLS,FL 33541 —1 LOT# F SUBDIVISION NORTH BDY OF SPANS.TRAILS VILLAGE PARCEL ID# 34-25-21-0000-00300-0100 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE SFR = COMM OTHER I APARTMENT COMPLEX TYPE OF CONSTRUCTION = BLOCK FRAME = STEELSw S � DESCRIPTION OF WORK RE-ROOF.PRODUCT APPROVAL#: FL18355-R4,FL21553-R1,FL16027-R2 `VV Soo BUILDING SIZE SQ FOOTAGE F_____] HEIGHT =BUILDING $ $32,400.00 VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. =PLUMBING $ =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER JAMES BOSCHERT �b 7,� COMPANY BMCI CONTRACTING INC SIGNATURE r REGISTERED Y) N FEE CURREN Y I N Address 7235 BRYAN DAIRY RD,SEMINOLE,FL 33777 License# CCC1326639 ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N Address F License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# Illllllllllllllltlllllllllllllllllllllllllllllllllltltlllllllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal dale. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested,in writing, from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. 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 N E O CO MENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT CONTRACTOR Subscribed and sworn to(or affirmed)before me this Subs .bed and swo or affir b fore me this by q•1 by GCA Q. Who is/are personally known to me or has/have produced Who is/are persona nown to me or h /have produced as identification. as identification. cj(�dNotary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped N d a p d �y o� Notary Public State of Florida Timothy Coffey •" a ,`+ My Commission GG 248671 "ppno�r Expires08/15/2022 2018016466 nFrRRREcoRnl�tc-lteruRNTo: Rept: 1927319 Ree: 10.00 DS: 0.00 IT: 0.00 01/29/2018 eRecording PAULA S.O'NEIL,Ph.D.PASCO CLERK&COMPTROLLER MMUT NUMBER, 01/29/2018 10:41 AN 1 of 1 IC F C )V OR BK 95fig PG 3 54 3 'Elio undersigned hereby gives notice toot improvement will be made to certain real property,and in accordance with Chapter 713, Florida Statutes,the fuilowing information isprovided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY(Lciprl description of the propmty&street.address,if available)TAXFbLto NO.:34-25-21-UUUQ-003-0100 SUBD1iMgr4 NIA BwcrcNIA TRAcrN/A LoTN/A BLDG6 uNrrN/A 37742-37752 Oak Run Circle Ze h rhills FI. 33541 2.MNERAL DESCRItrrf0N Op IMPROVEMENT: goof 3. OWNER INFORMATION OR LESSEE INFO MAWON1FTHE LESSEE CONTRACM.FOR THE WM0VF.5IFn: n.NomeanJaaarec Oak Run Properties 38070 DatimhterV Road Zephyrhills Fl.33541 b.lmnn�sl in pwpe.rty:Fee simple a Nameandaddressoffeesimplelitleboldcr(lfditrererdRomOwnerlinedobotv);NIA 4.a.60NTRACTORSNA=,.BMCI Contracting ConbaaoPsaddress:3350 Ulrnerton Road,#23,Clearwater,Ff.33762 b.Phaoeuaebc 727-228-3000 5. SORETY(ifoppNrnble.acopyofthcpaymcorbomliSDiiwhcd): o.Nome rmd address N/A b.Phow nurnbcr.N/A a Ameum ofbuud S NIA 6.a.LENDER'S NAM,N/A LLIrdet'oad&W:NIA b.Phow nurnbwNIA 7. Porsons within the State of Florida designatedby Owner upon whom notices or other documents maybe served as provided by Section 713.13(1)(a)7.,Florida Statutes: a.Nomcand uddreS NIA b.Pbonenumbas ofdeslgmtcd perwos:NIA 8.a.In addition to hirnsclf or kcrselt Owner desiguatcs N/A of NIA to receive a copy ofthe Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes b.Phone number ofpersnnoradity dt¢ignaud by owner.NIA 9. Expiration date of notice of coMmencemeot(the expiration date will be 1 year from tbe:date of recording unless a difiierent date is specified): .20 WARNING TO OWNER•ANY PAYMENTS MADE BY THE QWNER AFTER THR EXPIRATION OF THE NOTICE OF COMMENCEMENT ARC COI ER BD QviPROPER PAYMENTS t NDER OUTER 713 PART I SEWN.713.13,FLORIDA STATUTES,AND CAN R§MrJLT It'N YOUR PAYING TWICE FOR IMPROVEM_F.NTS TD YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST B RECORDED AND POSMD O jog siTr5DDF ltE'rFlli'IrllLST IN IN . ONSULT NDAUMNEYBEFON K OR RECORD Y UR KCM O gnature of caner or Lessee,or Owner's or Lessee's (l'i'tntName and provide Signatory's Trtle/0 u or u car 'rectorlPnrtnerlMnnager) state of Florida cntmty of Pasco The foregoing instrumentwas acknowledged before methis Zy day -5 ' 20 by Ce-- r� (n ofperson) (type ofairthority,...e.g.officer,trustee,attorney in fact) for u/1�Y1 C`/C. (name of party onnbbehalf ofwltom instrument was executed) Personally Known, \or Produced Ideni ficatiou Type of Identificafion Pr cad (Si tore of Notary Pu c) Y i�`o :Notary Pu61ic-9teteoFfiodda Callmissroa$GG 185739 (P ype.o P Commissioned Name o£Notary Public) My Comm E*p es flee 5,2021 BcrdediiraughNetiai6?No.'aryAssa. Rev.10-15-12 v City of Zephyrhills BUILDING PLAN REVIEW COMMENTS 1� hC Contractor/Homeowner: C (0h C � Date Received: Site: 3 7 75 7— 3 7)� 0--- k Permit Type: v - 6C) Z51 k 5t Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ r This comment sheet shall be kept with the permit and/or plans. MAY:`2 8 2019 Kalvi wi —Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) 5/9/2019 Florida Building Code Online 7— K mlw BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Fact. Publications contact Us BCIS Site Map j Links Search db ProdVllj Approval USER: c User r product Approval Menu>Product or Application p Search>Application List>Application Detail FL# FL21553-RI j: Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 ALL WORK SHALL COMPLY WITH PREVAILING Rutherford, NJ 07070 CODES FLORIDA BUILDING CODE, (800) 516-1485 david.ruiz@tribuiltmg.,WATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS Authorized Signature David Ruiz ORDINANCES david.ruiz@tribuiltmg.com MAY 2 8 2019 Technical Representative R E V I E VV 0 ATE Address/Phone/Email CITY OF ZEPHYRFIILLS Quality Assurance Representative PLANS Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer :..: Evaluation Report- Handcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity Intertek Testing Services NA,Inc. -QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL21553 RI COI TBM16001.1 2017 FBC Eval Underlayment final.pilf Referenced Standard and Year(of Standard) Standard Year ASTM D 226 2009 ASTM D 4533 2015 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtcQ`/`2f8oYOLm9py7RbmHMWCyZI`/`2feJyMKMqUoBSEIMt3q`/`2fQ%3d`/`3d 1/2 5/9/2019 Florida Building Code Online Date Submitted 02/21/2018 Date Validated 02/21/2018 Date Pending FBC Approval 03/13/2018 Date Approved 06/12/2018 Summary of Products FL# Model,Number or Name Description FL. _......_............._......._..._..._......_.__................_.. ----_.._........__.......--._._....._..-----...... - 21553.1 1 Tri-Built Materials Synthetic Mechanically attached,woven polypropylene underlayments Underlayments used as alternatives to ASTM D 226,Type I and Type II. Limits of Use Installation Instructions ! Approved for use in HVHZ:Yes FL21553 R1 II TBM16001.1 2017 FBC Eva[Underlayment i Approved for use outside HVHZ:Yes final.pdf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL21553 R1 AE TBM16001.1 2017 FBC Eva[Underlayment I final.pdf i Created by Independent Third Party:Yes _....-...................._--...----- - ——- -............. contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtcQ%2f8oYOLmgpy7RbmHMWCyZI%2feJyMKMgUoBSElMt3q%2fQ%3d%3d 2/2 Certificate of Authorization No. 29824 17520 Edinburgh Drive '4K Tampa, FL 33647 TECHNICAL SERVICES, LL.0 (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T"EDITION(2017) Manufacturer: TRI-BUILT Materials Group Issued February 21, 2018 9050 Louisiana Street Merrillville, IN 46410 (800)516-1485 www.tribuiltmaterialsgroup.com Quality Assurance: Intertek Testing Services(QUA1586) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1, 1518.4 Properties: Physical properties REFERENCES Entity Report No. Standard Year Intertek Testing Services(TST1585) 102074565COQ-004 AC 188' 2012 Intertek Testing Services(TST1585) 102074565COQ-004A AC 188' 2012 Intertek Testing Services(TST1585) ' 102074565COQ-007 ASTM D 226 2009 Intertek Testing Services(CER1497) CCRR-1045 IBC,IRC 2012 PRI Construction Materials Technologies(TST5878) CMI-048-02-01A ASTM D 226 2009 PRI Construction Materials Technologies(TST5878) CMI-048-02-01 B ASTM D 226 2009 PRI Construction Materials Technologies(TST5878) CMI-048-02-01 C ASTM D 226 2009 PRI Construction Materials Technologies(TST5878) CMI-055-02-01 ASMT D 4533 2015 PRI Construction Materials Technologies(TST5878) CMI-056-02-01 ASMT D 4533 2015 'Determined to be equivalent to ASTM D 226(2009),Type I and II PRODUCT DESCRIPTION Tri-Built Synthetic 10 A mechanically attached, woven polypropylene underlayment (nominal weight = 1.74 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. Tri-Built Synthetic 25 A mechanically attached, woven polypropylene underlayment (nominal weight = 2.05 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. Tri-Built Synthetic Plus A mechanically attached, woven polypropylene underlayment (nominal weight = 2.46 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. Tri-Built Synthetic MAX A mechanically attached, woven polypropylene underlayment (nominal weight = 3.69 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. TBM16001.1 FL21553-R1 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TRI-BUILT MATERIALS GROUP CREEKSynthetic Underlayments TECHNICAL SERVICES, LLC APPLICATION INSTRUCTIONS Deck Type: The roof deck shall be constructed of closely fitted, solid sheathing for new or existing construction. Sheathing shall be installed in accordance with FBC requirements. New construction in the HVHZ shall be minimum 19/32-inch plywood. Roof decks shall have no more than 1/8-inch gap at abutting joints. Attachment method Underlayment shall be attached in accordance with the FBC Table 1507.1.1 and (non-HVHZ): manufacturer's installation instructions. Attachment method Underlayment shall be installed with a minimum 4-inch head lap and minimum 6-inch (HVHZ): end lap and be fastened as specified in FBC Section 1518.2. Allowable roof coverings Mechanically attached roof systems as prescribed in FBC Section 1507.1.1. (Non-HVHZ): Allowable roof coverings Underlayment shall be used with mechanically attached asphalt shingles, metal roof (HVHZ): panels and shingles,composite shingles and wood shingles and shakes LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance is not within the scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 5) Roof slope limitations shall be in accordance with FBC requirements. 6) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in success courses installed up the deck in a manner that effectively sheds water from the deck. 7) The underlayment may be used as described in other current FBC product approval documents. 8) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underlayment to the roof deck. 9) The underlayment shall not be installed over existing roof coverings. 10) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated. 11) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. TBM16001.1 FL21553-R1 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TRI-BUILT MATERIALS GROUP AA" Synthetic Underlayments TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,6th Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. %'G\�YEN''° z 2018.02.21 '�P' •�' SF•F''' No 74021 13:42:1 1 mm+r•a�awuw,x.,w, -05'00' 13 STATE OF 4U %�T'•.A, P:�� Zachary R. Priest, P.E. FS R�. C?��` Florida Registration No.74021 • E Organization No.ANE9641 'so, S N A' e� CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBM16001.1 FL21553-R1 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 5/9/2019 Florida Building Code Online V J2 BCIS Home Log In 15 User Registration &Facts Hot Topics Submit Surcharge Stats Publications i Contact Us i 13CIS Site Map j Links Search Product Approval USER:Public User Product pp 'Approval Menu>Product or Application Search>Application Lis >Application Detail FL# FL18355-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417)624-6644 Ext 2305 kerri—eden@tamko.com Authorized Signature Kerri Eden kerrj_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri—eden@tamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shi n�gles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer H Evaluation Reportardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/18/2021 Validated By Locke Bowden P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001.4 2017 FBC Eval Report Shingles final.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL18355 R4 E ulv UL letter for standards for FBC 2017.pd hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzDlM2Xu9wuWmY6PQIJlukQ°/�3d�/�3d 112 5/9/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/27/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products [l'L# i Model,Number or Name Description 18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage,Hip and Ridge,and Vintage I Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18355 R4 II TBP15001.4 2017 FBC Eval Repart Shingles Approved for use outside HVHZ:Yes fNLLP_fff Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL18355 R4 AE TBP15001.4 2017 FBC Eval Report ShingLes faqLmlf Created by Independent Third Party: Yes Contact Us 2601 Blair Stone Road,Tallahassee FL 32399 Phone:8S0-487-1824 The State of Florida is an AA/EEO employer.Copyright Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.27S(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: Credit Card, Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQW83MPT3uofKzDlM2Xu9wuWmY6PQIJlukQ%3d%3d 2/2 Certificate of Authorization No. 29824 it— Y` 17520 Edinburgh Dr vt E K r Tampa,FL 33647 :h TECHNICALSERVd�ES, L (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,6T"EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25, 2017 220 West 41"Street Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2016 UL LLC(TST9628) 04NK24366 ASTM D 3462 2010A UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC(TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 08CA59132 ASTM D 3161 2016 UL LLC(TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) IOCA50498 ASTM D 3462 2010A UL LLC(TST9628) 10CA64882 ASTM D 3161 2016 UL LLC(TST9628) 11 NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC(TST9628) 12CA24551 ASTM D 3161 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2016 UL LLC(TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ) TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles f : TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass-Sealy 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage® 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Vintage® 17-1/2"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage®Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. - � TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(VUit): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vasd): Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Seal new construction; Min. 15/32 in. plywood existing (Frederick,Joplin (Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAILS i ......-..................................-...........----....---------------------------- Ew alge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS --1" 1" I- Nulling - ------------------- - � Area -------- -------------------------------------- ----------------------------- ------...------------------- �-1I8" Butt Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001.4 FL18355-R4 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule tit G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed(V„ii): Max. 194 mph (Dallas, Frederick,Joplin, Basic Wind Speed (Vad): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in, plywood or wood plank for Heritage®Premium new construction; Min. 15/32 in. plywood existing (Dallas, Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage®Woodgate new construction; Min.7/16 in.OSB existing construction. (Dallas&Frederick) Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-5/8 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. FASTENERS. NAIL ZONE COMMON BOND -118° [ExposU RE 5-5/8" 1" — 12-1/2-1 1.2-310 —��- 12-112'"- �11-1" Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS. NAIL ZONE commoN OC/BOND 6-1 EXPOSURE 3-5/$" 1" t� 7-112"-H411-7-1/2"-+- 7-'&8-1)4-7-1/2'.'-01*-7-112--� Figure 4. Heritage®& Heritage®Premium 6 Nail Pattern TBP15001.4 FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES, ILLC .NAIL.Z0NE/ STENERS;F COMMONsO'ND. EXPOSURES 519 Figure 5. Heritage®Woodgate 6 Nail Pattern ii Common Bond FASTENERS -I vz Lo 0 co W 39-3/8" Figure 6. Heritage®, Heritage®Premium, & Heritage®Woodgate Alternate 6 Nail Pattern PAINT LINE A, 7W7/8" ------------ -NAILMNE ----EDGE OF COMMON BOND: 4 EXPOSURE ACCEPTABLE zFASTENER LOCATION. -DO NOT FASTEN ALONG�EDGE OF ------------------- ----------- COMMOWBOND. PREFERRED LOCATION Figure 7. Heritage®(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.4 FL18355-R4 Page 5of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Heritage®Premium Basic Wind Speed(V„it): Max. 194 mph (Frederick) Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS COMMON BOND 51/2" [EXPOSURE',5" 11"-r -- 12 -r�a-11"--r Figure 8. Heritage®Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS. COMMON BOND 51/2" SURE.5" El Figure 9. Heritage®Premium (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Heritage®Woodgate Basic Wind Speed(Vuit): Max. 194 mph (Frederick) Basic Wind Speed (Vasd): Max. 150 mph Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE! FASTENERS COMMON-BOND T EXPOSURE VI 1 v 12-3/8"—+— 11" Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZOW COMMON BOND FASTENERS EEXP0O9idRiE5- 1"- �i- 9-112"-;�1.3' 9�18 Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Heritage®Vintage® Basic Wind Speed (V ii): Max. 194 mph (Phillipsburg) Basic Wind Speed (Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail Pattern"or"6 Nail Pattern"detailed below. aa' . V lJgn—t Nposure T7 - u&h. z %tch s„{I aeners o re 10 S". re LJ—L Exposu } �--laws—�{ �'"—laam•� Figure 12. Heritage®Vintage® 5 Nail Pattern (non-HVHZ only) Expmm Notdr. Pam" uwlrec Rents Nri 17-1/2' B¢�muro } 67Ir—►I.� �16141• IF71K Figure 13. Heritage®Vintage° 6 Nail Pattern TBP15001.4 FL18355-R4 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles AA TECHNICAL SERVICES, LLC Hip&Ridge Basic Wind Speed(Vut): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(Vag): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start 5-1/5" exposure here— Start Figure 1 here 5-1/8"exposure Fastener Fastener `-5-t"" 45-5/8" Figure 2 1'4 Figure 3 !1 Figure 14. Hip & Ridge (Frederick&Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. 1 ' CREEKTAMKO BUILDING PRODUCTS Asphalt Shingles Is..' TECHNICAL SERVICES, LLC Vintage®Hip&Ridge Basic Wind Speed(V,,it): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vard): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wine) Barret 5" exposure ' II Start here —9exposure Figure 1 1 9f Fastener Fastener ' �5-1/2" �5-1/2" Figure 2 1/4" Figure 3 Figure 15. Vintage®Hip & Ridge (Phillipsburg) TBP15001.4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 60-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6`h Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. `o'°°°°Pp,Y GENS• �s 2017.09.25 No 74021 = 12W5 11 :31 :41 = = 04'00' . :• STATE OF 0 •'•iOj 4P•'��.` Zachary R. Priest, P.E. R, Florida Registration No.74021 S,fill 0NAe Organization No.ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E.does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. 5/9/2019 Florida Building Code Online L E; YF .i^,�•.i•nr$`r.. "5�';,� X ;%wys`i I� s „"yi+ ..'", r= ".� ,'�r;,y; ...� j�j q�j x? �+' fir.,eB ,'�• ��p �� _ r �.... ffCC ...................�.;..s.�..:a,. ::b.._,...»a:::.:tit.::K:.=, :.3,r.a..«iM°.:s"_.�a.Ma.:c...c::.' «•:,a,:t M`, ry t �A BCISf Home Log In ! User Registration Hot Topics Submit Surcharge i Stats&Facts Publications Contact Us BCIS Site Map ! Links Search Lj n .:r_y j �I:' . Product Approval �_'. USER:Public User db zu�%s Product Approval Menu>Product or Application Search>Application List>Application Detail ;n24 i„fig; - FL# FL16027-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70, Rutherford, NJ 07070 (800) 516-1485 david.ruiz@tribuiltmg.com Authorized Signature David Ruiz david.ruiz@tribuiltmg.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribuiltmaterialsgroup.com Quality Assurance Representative C Richard Schurman Address/Phone/Email 9050 Louisiana Street Merrillville, IN 46410 rich.schurman@alliedbuilding.com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/06/2018 Validated By John W. Knezevich, PE i Validation Checklist-Hardcopy Received Certificate of Independence FL16027 R2 COI 2017 01 COI Nieminen.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 FM 4470 2012 FM 4474 2011 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtFPmdYiNDWrxtft9YUwv°/p2fLXRbpak6f2jJGiyowhtbu4Qp/p3d%3d 1/2 5/9/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/30/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products-, FL# I Model,Number or Name Description ' 16027.1 !TRI-BUILT Modified Bitumen Roof SBS and APP modified bitumen roof systems I Systems Limits of Use —� Installation Instructions j Approved for use in HVHZ: No FL16027 R2 II 2017 09 FINAL Al ER TRI- k Approved for use outside HVHZ:Yes BUILT MODBIT FL16027-R2.pdf jImpact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.)The Design Pressure noted in this application refers Evaluation Reports to one system. Refer to ER Appendix for all systems and max. FL16027 R2 AE 2017 09 FINAL ER TRI- :. design pressures. 2.) Refer to ER Section 5 for Limits of Use. BUILT MODBIT FL16027-R2.pdf Created by Independent Third Party: Yes __ _..........-.---.---._.___...._.._...._...._.._.__.-_.._-._-........_._....____.—_._ ___--------.__.___. 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