Loading...
HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: FRECEIVED. Building Permit ApplicationN 0 7 2019 Planning and Development Services Building and Code Regulation Division S7, Lucie County Permittin 2300 Virginia Avenue,Fort Pierce FL 34982 9 Phone:(772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT APPLICATION FOR: Roof PROPOSED IM'PROVEMENT`LOCATION: Address: 3lla 4ptaac- -s .a4 w u Legal Description:__1 Y1 s Cwt Sr JC%AnQ fAIAN Property Tax ID#: 154,15— 101 , ZN1 TI, (30 0 Lot No. Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Io 6 _' -Te.cL.r ev-1 31 in9 �I-o�� and �ns�-all n;e�,.� sl►:.�.gto s c��.d CONSTRUCTION INFORMATION: Additional work to e e orme under this permit-check a appy: HVAC Gas Tank Gas Piping _Shutters Q Windows/Doors FlElectric Plumbing O Sprinklers [Generator Roof S !a Roof pitch Total Sq. Ft of Construction: S . Ft.of First Floor: ob Cost of Construction:$ O� Utilities: _Sewer[]Septic Building Height: ,,,OWNER/LESSEE.- CONTRACTOR: Name maricL Gi braaw Name: ICO Address: 10cM Company: TREASURE COAST ROOFI G City:_7pc' G+'�_ State: Address: 1816 SW BILTMORE STREET Zip Code 3clef S� Fax: City: Ci G State:FL Phone No. C,(Q — 33 C644Ira Zip Code: 34984 Fax: 772-343-8358 E-Mail: Phone No. 772-370-9770 Fill in fee simple Title Holder on next page(if different E-Mail: TCROOFINGLLC@GMAIL.COM from the Owner listed above) State or County License: CCC1330653 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address:t616SWBILTMORESTREET Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording our Notice of Commencement. Sign a of Owner/ ssee/ Factor as Agent for Owner Signa ure Contractor/Li nse Hol e STATE OF FLORID STATE OF FLORIDA COUNTY OF STLCUIE COUNTY OF STLUCIE The for oing instrument was acknowledged I fl-before me The for oing instrument was acknowledged before me this�day of d ,20 J by this day of 71—Ar) ,20JA by BRIAN J MALONEY BRIAN J MALONEY Name of person making statement Name of person making statement Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Type of Identification Produced Produced (Signature of Notary Public-State lorida) (Signature of Notary Public-State o orida) Commission No 742,5 2 (Seal) Commission No 0?7 p2 2 (Seal) Notary Public State of Florida Public State of Florida c Vic My Co mission GG 274292 �' tor G Afteri i,o, 27 REVIEWS FRONT G xpire 190P€IRVISOR NS VEGETA % 55/2 2rYIAftO COUNTER l E W REVIEW a DATE RECEIVED DATE COMPLETED Rev.8/2/17 NOTICE OF COMMENCEMENT RECEIVED Permit No. Tax Fol No. .SWLS "'"'.70? _ 0)97— QOO 1 4jAN 0 7 2019 State of Florida 'CountyofSt.Lucie $'S� "�! '�e3dj c�ov'�, ul(�J � Y ST. Lucie County,Permitting The undersigned hereby gives notice that improvement will be'made to certain real property,and In accordance with C6pter 713,Flon aStatutes, the following information is provided in this Notice of Commencement. ' Legal D scription of Proerty:( pa d street address if,avallabie):. •x �� •� Li S Cc� 'J4'Ut.'!'1�ryt"k ay,� General description of improvement: REROOF Owner Informal on or Lessee inform Ifthe Lessee contracted for the Improvement: Name 1r, Gn A Akla S Address o1 d WS °bad 'e 3`!S'Sc3 U Interest in property: OWNER Narne and address of fee simple titleholder(If different from Owner listed above): g - U O W �N Contractor's Name: Treasure Coast Roofing LL SN Contractor Address: 1816 SW BILTMORE PSL FL 34984 Phone Number• 772-370-9778 Y �{ � o civ Surety(if applicable,a copy of the payment bond is attached):Amount of bond:$ 4o Q0 S7aao Marne and address: Phone number: P o �0q!o! . WWr„aZ Lender Name: Phone Number. W M�Y i5 Lender's address: o=._3, o o QQW�w Persons within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section w w°W 713.13(1)(a)7.,Florida Statutes: w Name: Phone Number: Address: In addition to himself or herself,Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement':(the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 yearfrom the date of recording unless a different date is specified) " WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. - Under penaityof perjury,.1 declarethat i have readtbe foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and belief.. ' ( i ature f ner or Lessee,or Owner's or Lessee's Authorized Officer/Director/Partner/Manager }Q�"Li,� Notary Public State df Florida Victor G Alterizio (Signatory's Title/Office) , o` My Commission GG 274292 or Apo Exp�:es 11105 it45t2t}22 The foregoing Instrument was acknowledged before me this? day of A i,J , 201 By�rl j V. MA hP 0 6 as for` Name of Person Type of authority(e.g.officer,trustee) Party-on behalf.of whom instrument was executed Personally known;„or produced identification (Signature of Notary Public-State of Flor a) t (Print,Type,or Stamp Commissioned Name of Notary Public) Type of identification produced Florida Building Code Online Page 1 of 2 BCIS Home ` Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff , BCIS Site Map Unks ( Search �lodda fi r6-211ProductApproval USER:Public User Product Approval Menu>.Product or Application Search>Application Ust>Application Detail FL# FL18355-114 Application Type Revision Code Version 2017 Application Status Approved DECEIVED Comments Archived 0 JAN 0 9 2019 Product Manufacturer TAMKO Building Products,1nc. Address/Phone/Email PQ Box 1404 ,�uri8 County,Permitting 1 Joplin,MO 64802 (417)624-6644 Ext 2305 kern ellen@tamko;com Authorized Signature Kerrl Eden i kerri_eden@tamko.com E Technical Representative ICerrl Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_e d e n@ to m ko.co m Quality Assurance Representative Address/Phone/Email Category Roofing i Subcategory Asphalt Shingles 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 Zachary R.Priest. the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden G Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R4 COI TBP15001 4 2017 FBC Eva]Report Shinales final.odf Referenced'Standard.and Year(of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 -fAS 100 1995 Equivalence of-Product-Standards Certified'By' Approved Testing Lab FL18355 R4 Eauiv UL letter for standards for FBC 2017.pdf Sections from the Code hops://www.floridabuildng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ... 1/3/2018 Florida Building,Code Online Page 2 of 2' i t .Product Approval.Method Method 1"Option D t 1 Date Submitted 09/25/2017: C Date Validated' 09/27/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 I R .Summary of Products • i i FL# Model,Number or Name' Description 18355.1 Glass-Seal;Elite Glass-Seal, ASTMD 3462 asphalt shingles and hip and ridge shingles Heritage,,Heritage Premium, Heritage Woodgate,Heritage Unfiage,,Hip and Ridge,and' Vintage Hip and Ridge Shingles- Limits of Use Installation Instructions Approved for use in HVHZ:Yes' FL18355 R4 II TBP15001 4 2017 FBC Eval Report Shingles Approved'for use outside HVHZ:_Yes rinai.pdf. Impact Resistant:N/A. Verified By:Zachary R.Priest PE-74021 Design Pressure:WN Created by independent Third Party:Yes Other:See evaluation report for limits ofuse. Evaluation Reports FL183SS R4 AE TBP15Q01.4 2017 FBC EvalReport Shingles final.pdf Created by Independent'Third Party:Yes Back Next , i 3 i i' _Contact Us:;2601 Blair Stone Road.Tallahassee FL 37399 Phone:856487-182 t The State Florida Is tWEeoempto er.Coo r. • y ynah 2007-2013 State te ofFlorida::Privacy StaMmenC;:Acressihitity SCatemant::.RetundStatemont Under Florida law,email addressesaare public records.If you do not want your a-mall address released In response to-a public-records request do not send ' electronic mail to this.enilty.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant Section 455;275(1),'Florida Statutes,effective October 1,2012,'llcensees 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.Hdweve`r email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an emall'address which can be madeevailable to the public To determine if you are a licensee under. i Chapter.455,F.S.,please-dick bele, i Product Approval Accepts; Credit Gard Safe j r f f https://www.floridabuildirig.Org/pilpr_app_dtl.aspx?param=WGEVXQW(PquVOSrHgZGXO... 1/3/2018 Certificate of A.uthorization No.29824 CR 'K 17520 Edinburgh Dr.mmm.." i Tarnpa,FL33647 TECHNICAL SERVICES, LLC (813)48073421 ° f EVALUATION REPORT FLORIDA-BUILEMNG CODE,C EDITION(2017) j Y Manufacturer: TAMKO BUILDING PRODUCTS Issued Septerhber25,2097 220 West 40 Street Joplin, MO 64801 (417)624=6644 l Manufacturing__Plants: Joplin, MO Phillipsbum.KS. Frederick; MD Dallas,TX Tuscaloosa,AL i Quality Assurance: UL LLC:,(QUA9625) SCOPE t Category: Roofing I Subcategory: Asphalt Shingles I Code Sections* 1504.1.{; 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain } REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies(rST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(i'ST5878) TAP-051-0241 TAS 100 1995 PRI Construction Materials Technologies(17ST5878) 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-930-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02=01 TAS 100 1995 PRI Construction Materials Teehnoiogies;(TST5878) TAP-165-02-01 TAS 106 1996 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(!"ST5878) 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-31B-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies(TST5878) TAP-31.7-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 31.61 2016 UL LLC(TST9628) 04NK24366 ASTM D`3462 2010A UL LLP(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL2390 ASTM D 7158 2011 UL LLC(TST9628) 0614KO3898 ASTM;D 3161 2016 ASTM 0-3462 2010A UL LLC(TST9628) 08CA59132 ASTM D 3461 2016 UL LLC_(TST9628) 09NK07896 ASTM D,3161 2016 ASTM 13;3462_ 2010A UL LLC(TST9628) I OCA50498 ASTM D 3462: 2010A UL LLC(TST9628) 10CA64882 ASTM D 3161 2016 UL LLC(TST9628) 1'INK14014 ASTM D 3161 2016 ASTM D3462 2010A UL LLC(TST9628) 12CA24551 ASTM,D 3i61 2016 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 } UL LLC(TST9628) 4787043752 ASTM D 3161 2016 y UL LLC('TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC(ANE1166% TBP15001.3 Calculations' 2017 TBP15001 A 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.ot 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 j Asphalt Shingles i TECHNICAL SERVICES,LLC PRODUCT DESCRIPT16N Elite Glass-Seal@ 12-1/4"x 36", ASTM D 3161, Class F.and ASTM D 7158, Class H self-sealing, 3-tab (Fredericka 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 ;(DaUas,:.E ederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules' Joplin;Phillipsburg:& complying with ASTM D 3462. , Tuscal'oosa) 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) I Heritage@ Premium 12" x 36", ASTM D 3161j. Class F and ASTM D 7158, Class H fiberglass reinforced, I (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-'M", 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 r3161, .Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. i TBP15001.4 FL18355-R4 Page 2 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. DING PRODUCTS CREEK TAMKO BUILDING TECHNICAL SERVICES,LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(Vit): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vsd): Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with'FBC requirements; & Solidly sheathed.min. 49132 in. plywood or wood plank-for Glass-Seal new construction; Min. 15132 in. plywood existing (Frederick,Joplin(Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in, plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. .0nderlayment: In accordance With-FBC requirements. Min.slope: - 2:1'2 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 manufacturers published,installation instructions. Shingles shall be.attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed With 5-118-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 Nailing ................. 6-70 --—----------------- Area --------------------- Eutt Edge Figure 1. Elite Glass-Seal&Glass=Seal 4 Nail Pattern(Non-HVHZ only) NAILS Nailing-a- .................................. .................-_...---• 6-7/8 Z.................... kea Butt Edge Figure 2. Elite Qlass-Sbal&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 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 Asphalt Shingles i TECHNICAL SERVICES,LLC Heritage® Basic Wind Speed(Vwt).- Max. 194 mph (Dallas, Frederick,Joplin, Basic Wind Speed(Vaw): 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 5-518 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. I, Installation (Non-HV HZ): Installed with 57518 din. 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 i $-118" EXPOSURE 6-6/8" 12-11211-►�- 12-3181 --►�- 12-1 I2"--►� �--1" Figure 3. Heritage% Heritage®Premium,and Heritage®Woodgate(Dallas) 4 Nail Pattern (non-HVHZ only) -FASTENERS NAIL ZONE COMMON 00 .BOND EXPOSURE 5-5/8" 1' 4-112'L►4-7-1/2"-�-7-WV-11i�l-7-112"-►h-7 hAl'21 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 otherproduct attributes that are not specifically:addressed herein. ���� TAMKO BUILDING PRODUCTS Asphalt Shingles ; TECHNICAL SERVICES,LLC f NAIL ZONEI ASTENERS- . CbMMON BOND 1 � . IL EXPOSURE 5 518" 1" 112" 7-`1/2'• 7-3/8" y/2 7-'112. 1 Figure 5. Heritage@ Woodgate 4 6 Nail Pattern l i ..i _ 12-1/2" • � � '�' Common Bond FASTENERS C133 WIL* S: Cn0 Lo O C6 'b CL �j v r I 39-3/8" I— Figure 6. Heritage@,.Heritage@ Premium,&Heritage@ Woodgate Alternate 6 Nail Pattern i i PAINT CINE NAIL ZONE EDGE OF, 6-yI8-" COMMON BOND EXP ACCEPTABLE -FASTENER LOCATION DO-NOT FASTEN ALONG'EDGE OF. COMMON BOND PREFERRED -FASTENER 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 5 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 PRobucTs CREEK Asphalt Shingles TECHNICAL SERVICES,LLC HeritageO Premium Basic Wind Speed.(V.11):, Max. 194 mph (Frederick.) Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ): Inaccordance 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-HVH2): 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,manufacturers 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 51 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using elfher"4 Nail Pattern'or 96 Nail Pattern"detailed below. NAIL ZONEt FASTENERS CPMMON BOND 51/211 EOSURE 511. 12 Figure 8. Heritage@)Premium(Frederic-1k) 4 Nail Pattern(non-HVHZ only) NAILZONE( FASTENERS COMMON BOND ZY 7 T 61/2 SURE 5" Figure 9. Heritage@ Premium (Frederick) 6 Nail Pattern TBP16001.4 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 reportAoes not express nor imply warranty,installation, recommended use, or other product attributes that are not specifically addressed herein. CRE11E� TAMKO BUICpING PRODUCTS Asphalt Shingles TECHNICALBERVICES,LLC Heritag66*oodgate Basic Wind Speed(V,,,t): Max. 194 mph (Frederick)' Basic Wind Speed,(Vasd):= Max.1,50 mph Deck(Non-HVHZ)•: In accordance with FBC requirements; Solidly sheathed-min. 15/32 in. plywood or•wood plank for t new construction;.Min.7/16-1n.OSB existing construction. Underlayment: In accordance with FBC requirements. { Min.slope: 212 and in accordance with FBC requirements. Refer-to- t the manufacturer's application instructions when installing r shingles at,slopes greater than 21:12. F 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 i Pattern"or"6 Nail Pattem"detailed=below. j _ 111 { NAIL ZONE/ FASTENERS COMMON BOND WT 5-.112" EXPOSURE V t 4— y2-31W' 11." t Figure 10. Heritage®Woodgate(Frederick) l 4..Nail Pattern (non-HVHZ only) i NAIL ZONE! COMMON BOND FASTENERS 5.112" E POSURE S° 1"� �,9-1%2"�►�+F3'�9-31$"--�3'�9-'112"� �1" i Figure 11°. Heritag.e®'.Woodgate(Frederick) ' :6 Nail Pattern TBP1500TA FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval'under Rule 61620-3. The,manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality a§surance 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 JJCREEK Asphalt Shingles TECHNICAL SFERViCES,LLC HeritageOVintageO Basic Wind Speed(jwt): Max. 194 mph (Philljpsbufg) Basic Wind Speed MQ: Mak.-150 mph' Deck(HVHZ): In,accordance with FBC,requirements; qolidly 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:far new construction';Min.7116 in.OSB existing construction. Underlayment: In accordance-with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufactbrer's application instructions when installing shingles rat slopes greater than 21:12. Installation(HVHZ): 'Installed with 5.ih. 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 FBG requirements and, manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail Pattern"or`6 Nail Pattern"detailed below. 40 ro aposure hbtah Fastzrkars W1 one 17-1/0 Exposure Figure 12. Heritagck@Vintaqd0 5 Nail Pattern(non-HVHZ only) N" xis fie i�lir 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-addr-essed.hetein. TAMKO BUILDING PRODUCTS W%CRF.EK Asphalt Shingles TECHNICAL SERVICES,LLC Hip&Ridge Basic.Wind Speed(Vuit): Max. 194 mph (Frederick&,Ioplin) Basic Wind Speed(Vasd): Max.150 mph Peck(HVHZ): In'-accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 16132 .in. plywood existing construction.. Deck'(Non-HVHZ): in accordance.with FRO requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction;Min.7/16 in..OSb existing construction. Underlayrilent: In accordance with FBC requirements. Min-.$lo pe: 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 5-1/8" exposure 'here— Start Figure 1 here 5-1/8- exposure V SA st er RQFastener 5Z Figure 2. Figure 3 1/411 Figure 14. Hip Ridge,{Frederick&.Joplin) TBP15001.4 FL18355-R4 Page 9 of 11 This evaluation report ls7.,provlded for State of Florida' pr6clOctapproval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes -duration for which this report is valid. or quality assurance changes throughout the. This evaluation report does not express nor imply warranty,installation,recommended use,.or other product attributes'that are not speci icallyaddressed herein.. r ' t .3CAMT BUILDING PRODUCTS REEK Asphalt Shingles, 4 { TF-c]ANICAL SERVICES,LLC R 1 Vintage®Hip&Ridge Basic Wind Speed(Vwt) Max. 194 mph (Phillipsburg) Basic Wind Speed Speed Max. 150 mph: Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132.in. plywood or wood plank for new construction; 'Min. 15/32 in. plywood existing I . construction. } Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in.'plywood or wood plank for new construction;Min_7116 in.oSB existing construction. Underlayment: In accordance with FBC,requirements. Min.slope: 2:1,2 and in.accordance with FBG requirements., Installation- Installed with,5 inch exposure in accordance with the PBC and,manufacturer's published installation instructions.. The direction of the exposed end shall be .away from the prevailing wind. . i Direction of prevailing Wind i Start 511 exposure a here i } 4 Fn1. Start here 5" exposure Figure 1 1" its Fastener , Fastener I Figure 2 Figure 3 Figure 15. Vinfage®'HipA Ridge(Phillipsburg) TBP15001.4 FL18355-R4 Page 10 of 11 I This evaluation.report is'providedJor State of.Florida product approval under Rule 61GN-3..The.manufacturer shall notify CREEK; Technical Services,LLC:of any product changes.or quality assurance changes throughout 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 Asphalt Shingles TECHNICAL SERVICES,LLC i 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. i 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 1 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof heightof 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:starling 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,'e Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. %0% PC E N 201 7.09.25 .09.25 = No 74021 = -- 11 :31 :41 i = � = pyrt,Jp.ppt.l.r,RMnt _04,.00' .13•: STATE OF - 't '0 • T••.A, Q P,:�_� Zachary R. Priest, P.E. t. 01 Florida Registration No.74021' SlpNq E���� 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. ii' e • e { { . s 0 { - SCIS Home i Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publications.i FBC Staff SCIS Site Map Links Seardt Or ! e)product Approval ass USER:Public User Product APMyal Menu>Product or Apniication Search>Application List>Application Detail FL# FL12328-R8 RECEIVED Application Type Revision Code Version 2017 JAN 07 2019 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer TAMKO BuildingProducts,Inc. Address/Phone/Email FO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com 13111=11011 A0111"111111111, A&I%k Authorized Signature Kerr!Eden ff isL U%Jpy kerrl_eden@tam .com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (411)624-6644 Ext 2305 kerrLeden@tam.ko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer u Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Zachary R.Priest the Evaluation Report Florida License PE-74021 Quality Assurance,Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden P.E. 2 Validation Checklist-Hardcopy Received 4 Certificate of independence FL12328 2328 R8 COI TBP14001 4 2017 FBC Evol Report TAMKO Underlayments final.odf Referenced Standard and Year(of:Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D4869 2016 ASTM D6380 2003 TAS 103 1995 .Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/05/2017 Date.Validated 10/39/2017 Date Pending FBC Approval 10/20/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number.or Name Description 12328.1- ASTM,Siate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use. Installation Instructions Approved for-use in HVHZ:Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes. Underlayments final.odf Impact Resistant:N/A Verified By:Zachary'R.Priest 74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of.use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval'Reoort TAMKO, Underlayments final.odf Created by Independent Third Party:Yes 12328.2 ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions. Approved for use in HVHZ:Yes FL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlavments Rnal.odf Impact,Resistant:N/A Verified By:Zachary R.Priest 74021 Design,Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final.odf Created by Independent Third Party:Yes 12328.3 Master Smooth Asphalt saturated organic.underlayment. Limits of Use Installation Instructions Approved for use in HVHZ:No FL12328 R8 II TBP14001.4 2017 FBC Eval'Report TAMKO Approved for use outside HVHZ:Yes Uoderlavments final.ndf Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created.by Independent Third Party:Yes Otherr See evaluation report for limits-of use. Evaluation Reports FLI2328 R8 AE TSP14001 4 2017 FBC Eval Report TAMKO. Underlavments final.pdf Created by Independent Third Party:Yes 12328.4 Moisture Guard- A self,adhering modified:bitumen underlayment. Limits of.Use Installation Instructions. Approved for use in HVHZ:Yes EL12328 R8 II TBP14001.4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlavments final odf Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created-by Independent Tfilyd Party:Yes Other:See-evaluation report for limits of use. Evaluation Reports FL12328 R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments final,odf Created by Independent Third Party:Yes 12328.5 No.15.ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL12328 R8 II TBP14001 4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ:Yes Underlavments finaljW Impact Resistant:N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by IndependentThird Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL12328'R8 AE TBP14001.4 2017 FBC Eval Report TAMKO Underlavments finaLp f Created by Independent-Third Party:Yes 12328:6 No..15 UL Asphalt saturated organic felt Limits of,Use Installation Instructions Approved for use in HVHZ:Yes' FL12328 R8 II TBP14001.4 2017 FBC Eval Reoort TAMKO Approved for use outside HVHZ:Yes Underlavments final.odf Irnpact"Resistant:N/A Verified By:Zachary R.Priest-74021 Design Piresi;ure:N/A Created_by Independent Third Party:Yes Other:See evaluation report for limits Of use. Evaluation Reports FL123_28,88 AE TBP14001 4 2017 FBC E Report TAMKO . Underlayments final.odf Created by:Independent Third'Party:Yes 1232$:7. No.30 ASTM Asphalt saturated organic,felt' Limits of Use Installation instructions Approved for use In HVHZ;Yes FI i2328 R8 [I TBP14001 4 2017 FBC Eval Resort TAMKO Approved for use-outside HVHZ:Yes tlnderla ry_ments finai.i2df Impact Resistant:'N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Indepenndent Third Party:Yes Other.,See evaluation report for limits of use. Evaluation Reports; FL12328 98 AE TBP14001 4 2017 FBC Eval Report TAMKO Underlavments'finalxdf Created byIndependent Third Party:Yes 12328.8. No.30,UL Asphalt saturated organic felt Limits,of Use Installaiion'Instructions Approved for use in HVHZ:Yes. FL12328 R8 II TBP140014 2017 FBC Bvai Report TAMKO Approved for use,outside HVHZeYes Underlavments final.pdf Impact Resistant:N/A Verified.By,Zachary R.Priest 74021 Design Pressure:N/A_. Cieaioa lhdependentThird Party:Yes Other:See evaluation rept r Tor limits of use. Evaluation'Reports.. "FL12328 R8 AF TBP14001'4 2017 FBC Eva{Report TAMKO Underlavments final.pdf Created by Independent Third Party:Yes 12328,9'- TAM-FELT Alternate to ASTM D 226,Type II underlayment Limits of Use Installation Instructions Approved for use in HVHZ:Yes F LL12328 R8 It"TBP24001 4 2017 FBC Eval Report TAMKO Approved for use outside HVHZ.Yes. Underlavments finaLodf 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 FLI2328 RB A)�TBP24401 4 2617 FBC'Evai R pe ortTAMKO Underlavments final,odf Created by Independent Third-Party:.Yes 12328:10 TW Metal and Tile Underiayment' self-adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ Yes Fl 12428 RR It TBP140QI A 2017 FBC Eaal Report TAMKO Approved for use outside iiVHZ:Yes Underlavments final,pdf Impact Resistant:-N/A Verified By:Zachary R.Priest 74021 Design Pressure:N/A Created by Independent Third'Party:,Yes Other:See evaluation report.for limits of use. Evaluation Reports FL12328 Rei AE IBPI 00j.4 2017 FBC Eval ReoortTAMKO Underlavments final ydf Created by:IndependentThird Party i Yes 32328.11 TW Underlayment self:adhering modified'bitumen underlayment Litifits of Use Installation Instructions Approved for use in HVHZ:Yes F 124 8 R8 IF'TBP14001 4 2017 FBC Eval Report TAMKQ Approved for use outside HVHZ_d'Yes Underlayrrients final;pdi Impact Resistant,N/A 'Verified.BY:.,Zachary R.Priest 74021 Design Pressure:.N/A Created by Independent Third Party:Yes Other:See evaluation report for,limits of use. Evaluatlori Reports FL123 8 R8 AE TBP14001 4 2017 FBC Eva(Report TAMKO Un erlavments final,pdf Created by Independent Third party:Yes 4 BacR Next tContact Ur::2601 B151r Stone Road.Tallahassee F1.32399-Phone:8511 1024 n , The State of,Flodda is an AA/EEO employer.copyright 2007-2013 State of Florida ::', ra Statement.::Accessibility Statement:!'Refund stateme6t u Under Florida-law,email addresses are public records.If you do not want your e-mail address released ih response to a public records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall:If you haveany questions,-please com act 050A87.139S.-Pursuant tri section 955,275 (i)i Hortda-statutes,effective October 1;2412;licensees licensed tinder Chapter 455,F.S..must provide the pepartlnent with an email address if they have one.The emails provided may,be used far official communication with the licensee.However email addresses ire'public record.If-you do not wish to supply a,personal address, please provide:the Department Waitan email address whkh.can 6e made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click ere. Product Approval Accepts: i r Certificate of Authorization No. 29824 Cmb�EK17520 Edinburgh Drive Tampa,FL 33647 TTFxHNICAL.SERVICES, LLC (813)480-3421 EVALUATION REPORT FLoRiDA BUILDING CODE,a EDITION(2017) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued October 19,2017 P.Q. Box 1404 Joplin,MQ 64802 (417)624-6644 http:Ilwww.tamko:com Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1 Properties: Physical properties PRODUCT DESCRIPTION TAMKOV ASTM Slate ASTM D 6380,Class M,Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. TAMKO@ ASTM Tile ASTM D 6380; Class M,Type II underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. TAMKO@)Master ASTM D 6380,Class S,Type IV Underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. For use in non-HVHZ only. TAMKO@ Moisture Self-adhered, ASTM D 1970, fiberglass reinforced; modified bitumen sheet membrane Guard(D with a mineral. surfacing and a removable release film on the adhesive side and :removable selvedge release tape. TAMKO@)No.15 ASTM ASTM D 226;Type i underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO@)No.15 UL ASTM D 226,Type I underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt TAMKO@ No;30 ASTM ASTM D 226,Type 11 underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt TAMKO@)No.30 UL ASTM D 226,Type Il underlayment constructed from a non-perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt TAMKO@)TW Metal and Self-adhered,flexible,ASTM D 1970 and TAS 103, rubberized asphalt sheet membrane Tile Underlayment with'a polymer film on the surface and a removable release film on the adhesive side. TAMKO@)TW Self-adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. TBP14001.4 FL12328-R8 Page 1 of 4 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.BUILD[Nr,PRODCUTS,INC. CREEK TAMKO Underlayments TECHNICAL SERVICES,LLC TAMIK00 TAM-FELT Alternate to ASTM D 226,Type I and Type 11 underlayment constructed from a non- perforated organic felt that is saturated with asphalt. APPLICATION METHOD Installation shall be in ,accordance with the-published manufacturer's installation instructions, the FBG, and the requirements below. Deck substrates shall be clean, dry, and free from any irregularities and debris. Ali fasteners in the deck shall be checked for protrusion and corrected prior to underlayment 6pplication. The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. Plywood deck shall be installed, in accordance-with FBC requirements. Roof decks shall have no more than 1/8" gap at-abutting joints. The minimum application temperature shall be 50°F,except as follows: a) The minimum application temperature of TAMKOO TW Metal and Tile Unblerlayment and TAMKOS TW Underlaymerit shall be 4WIC. b) The minimum application temperature of TAMK08 Moisture Guard@ shall be 35°F. The minimum'roof slope shall.be in accordance with FbC requirementsbicept as.follows: q) The minimurn.sIopeofTAMK09ASTM Slate Surfaced Roll Roofing shall b62:12. Underlayrrients shall be exposed in accordance with the manufacturer's recommendations,. but in no case shall exposure exceed 30 days. Exception: TAMKOO TW Metal and Tile Underlayment may be exposed for a maximum 90 days. Se*adhering underlayrh.ent.s may be adhered to primed or unprimed plywood Substrates in the non-HVHZ. All roof coverings shall be mechanically fastened through the underlayment to the roof deck. Allowable Roof Coverinqs: Metal Roof Mineral Wood Asphalt panels and Surfaced Roll Shingles and slate Clay and Underly meet Shingles Shingles Roofing Shakes Shingles Concrete Tile TAMIKO&ASTM Slate Y1 N N N N Y Surfaced Roll Roofing TAMKOO ASTM Tile N N N N N Y Underlayrnient TAMKOO Illinter Smooth Y1 N N N N N TAMKOO Moisture Guard& Y N N N N N TAMKOO No.15 ASTM Asphalt Saturated Organic Y Y Y y2. N Felt TAMKOO No.15 UL Asphalt Y Y Y Y2 Y N Saturated Organic Felt TAMKOO No.30 ASTM Asphalt Saturated Organic Y Y Y Y Y Y Felt TAMKOO-No.30 UL Asphalt Y Y Y N Y N Saturated Organic Felt TAMKOO TW Metal and Tile Y Y N N N Y Underlqyment TAMKOO TW Underlaymen t Y Y N N N N TAMKOO TAM-FELT Y N N N N N Notes: 1)Open valley applications per 1507.2.9.2 2)Wood shingles=only TBP14001.4 FL12328-R8 Page 2 of 4 This evaluation report is provided for State of Florida product approval r under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,ervices,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. DING PRODCUTS,INC. CREEK TAMKO BUILDING Underlayments TECHNICAL SERVICES,LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance in not Within scope of this evaluation. 3) Installation of the evaluated product shall complywith this report,the FBC,and the manufacturer's published application instructions. Where discrepancies 6xist.between these sources., the more restrictive and FBC compliant installation detail shall prevail. 4) Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) Unless otherwise stated,the minimum roof slope 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 successive courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the rifanufacturer's application instructions. 7) The underlayment may be used as described in other current FBC product approval documents. 8) The underlayment shall not be installed over existing roof coverings. 9) Contact the manufacturer regarding specific exposure,limits for each underlayment. 10) All products listed in this report shall be manufactured under a quality assurance program in compliance With Rule 61G20-3. REFERENCES Enft Report No. Standard Year PRI Construction Materials Technologies(TST6049) TAP-192-02-01 ASTM D 1970 2015a PRI Construction Materials Technologles7(TST6049) TAP-193-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAO-214-02-01 ASTM D 4869 2016 PRi Construction Materials Technologies(TST6049) TAP-215-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-216-02-03 ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-218-02-01 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-219-02-011 ASTM D 226 2009 PRI Construction Materials Technologies(TST6049) TAP-220-02-01 ASTM D 6380 2003(2013) PRI Construction Materials Technologies(TST6049) TAP-222-02-01 ASTM D 4869 2016 PRI Construction Materials Technologies(TST6049) TAP-245-02-01 TAS 103 1995 ASTM D 4798 2011 PRI Construction Materials Technologies(TST6049) TAP-311-02-01ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-319-02-01.1 .1 ACC 188 2012 PRI Construction Materials Technologies(TST6049) TAP-387-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) TAP-388-02-01 -ASTM D 1970 2015a UL LLC(TST9628) 13CA12269 ASTM 0 226 2009 TBP14001.4 FL12328-R8 Page 3 of 4 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. CREEK TAMKO BUILDING PRODCUTS,INC. TAMKO Underlayments TECHNICAL SER,WcES,ILLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,6r'Edition(2017)as evidenced in the referenced documents submitted by the,named manufacturer. R. ``ittiti�rrrrrrt�fl� E 11 e 2017.10.19 No 74021 12:15:58 -� -04'00' - STATE OF :4U, 0fi' 'O� O P,��Z: i, 021 Zachary R.Priest, P.E. � cs O R t C?��` Florida Registration No.74 �dys O N Ai 00 Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE GREEK 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 TBP14001.4 FL12328-R8 Page 4 of 4 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.