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Home My WebLink AboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED n Date:-10/18/2017 Permit Number: o� RECEIVED ��ate.� ,e.� a-.�:�.l:::a = --- Building Permit.Application OCT 18 2017 Planning and Development Services PERMITTING Building and Code Regulation Division St. Lucie County, FL 2300 Virginia Avenue,Fort Pierce FL 34982 Phone:(772)462-1553 Fax:(772)462-1578 Commercial Residential xxx PERMIT APPLICATION FOR: Roof PROPOSED IMPROVEMENT LOCATION: Address: 3015 Indigo bunting ct port st lucie fl Legal Description: Eagles Retreat at savanna club(pb 42-24)blk 57 lot 4(or 1892-2631) Property Tax ID#: 3424-701-0067-000-0 Lot No.4 Site Plan Name: Block No. 57 . Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Remove Roof to bare wood. Inspect sheating nailing Renail if applicable. Instal 301b underlayment. install all new drip edge +vents. Install all new tamko shingles. CONSTRUCTION INFORMATION: Additional work to e e orme under this permit—check a appy: HVAC Gas Tank E]Gas Piping _Shutters .Q Windows/Doors Electric 0 Plumbing Sprinklers Generator R1 Roof Roof pitch Total Sq. Ft of Construction: S . Ft.of First Floor: Cost of Construction:$ $6900 UtilitiesSewer Septic Building Height: OWNER/LESSEE: CONTRACTOR: Name Roy Chappell Name: Michael Williams Address:3015 Indigo bunting ct Company: Faithful Roofers LLC City: Port st lucie State•FL Address: 712 Sw general Patton terr Zip Code: 34952 Fax: City: Port st lucie State:FI Phone No.772 343 0022 Zip Code: 34953 Fax: E-Mail: Phone No. 772 634 0610 Fill in fee simple Title Holder on next page(if different E-Mail: Michael@faithfulRoofers.com from the Owner listed above) State or County License: cccl331265 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: P State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: 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 thepermit 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. 'Signature of Owner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder STATE OF FLORIDA �� STATE OF FLORIDA %4COUNTY OF i �(� COUNTY OF C(E The fo oing instr nt Aas acknowled before me The f oing instru a�t is acknowledg before me this 7 day of 20fI by this'T day of 20 by I`f f►rns r6�� 11 i i9 tis Name of person making statement Name of person making statement ✓ Personally Known OR Produced Identification� Personally Known OR Produced Identification Type of Identification Type of Identific tion Produced, Produced . o L ��— (Signature f Not -rtntp nf Finrida I (Signature of Notary Pub"c-State of Florida) " "'•y KARE S.,jVIELSEN v: b� Commission No. ?.• mmiss' 9P FF 115637 Commission No. `'.': K S. NIELSEN V •, _. *_ q FF 115637 ,. My Commission Expires ,.�� Comission My Commis June 12, 2018 ''�'!`?o"`•`' Jun commission Expires 'qulaa REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 ' i i i ... . .. . _ _. r ..- JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4361273 OR BOOK 4054 PAGE 879, Recorded 10/18/2017 12:05:28 PM RECEIVED OCT 18 2017 PERMITTING ' St. Lucie County, FL NOTICE OF COMMENCEMEN'� Permit No. Property Tax ED No. 3424-701-0067-000-0 State of Florida,County of St.Lucie The Undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following Information is provided In this Notice of Commencement. Legal Description of property and address if available EAGLE'S RETREAT AT SAVANNA CLUB(PB 42-24) BLK 57 LOT 4(OR 1892-2631) General description of Improvements RE ROOF SHINGLE Ownernessce Roy E Chappell Address 3015 Indigo Bunting Ct Port st lucle fl v c= m o rn rn Interest In property: owner ` '32-z N m o Fee Simple Title holder(if other than owner) r-o 0 n� 0 Address W rn z o Faithful Rooters LLC 772634 0610 m -� Contractor Phone# -.+� cn rn T Address 712 Sw general Patton torr �l ,t-Ft Fax# o = � Surety 3�q?.�_ Phone# o o a M -� Address Fax#. v W Amount of Bond =�" Lender Phone# A r,. Address Fax# Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13(a)7.,Florida Statues: ' Name Phone# Address Fax# In addition to himself,owner designates of Phone# Fax# to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes.Expiration date of notice of commencement is one year from the date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFMR THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CH.713.13,F.S.,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUSTBE RECORDED ANDPOSTED ON THEJOB SITEBEFORE THE FIRST INSPECTION.IFYOUINTENDTO OBTAIN FINANCING,CONSULT LATCH YOUR LENDER OR ANA Y BEFORE G WORK OR RECORDING YOUR NOTICE OF COMMENCMENC. Ownern4swe, tenor , r/PartnerlManagedSk=ture Signatory's Tindoake State of Florida,County of S'-\v' G l Admowledged before me this %% .day of Q ` 20-L-L by t r 9CA Q\� , who Is personally known to me or who has produced ';AaQ,4e.. @'.VC P`1 U,C-eAS - as Identification. Signatdie Notary Type o nt Name o Notary (Seal) Title:Notary Public Commission Number 0T1Q3q MIGUEL NAPOLeS ~.., �'�MY COUNSSRJN#6GO720M EXPMS Febnuuy 12,2021 L . ll 'at . lf`• ,i .L 1 t 1� �. Certificate of Authorization No.29824 17520 Edinburgh Dr CREEK Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE V EDITION(2014) Manufacturer: TAMKO BUILDING PRODUCTS Issued May 9,.2017 220 West 4!'Street Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO RECEIVED Phillipsburg,KS �. Frederick,MDP LE . ;CT 8 2017 Dallas,TX r Tuscaloosa,AL COP PERMITTING duality Assurance: UL LLC(QUA9625) St.Lucie County, FL SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1. Properties: Physical properties,Wind Resistance,Wind Driven Rain r REFERENCES Entity Report Nm 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-05402-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-11402-01 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-31402-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)ei PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2009 UL LLC(TST9628) 04NK24366 ASTM A 3462 2OD9 UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2008d UL LLC(TST9628) 06NK03898 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) OBCA59132 ASTM D 3161 2009 UL LLC(TST9628) 09NK07896 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 1 OCA50498 ASTM D 3462 2009 UL LLC(TST9628) 10CA64882 ASTM D 3161 2009 UL LLC(TST9628) 11.NK14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 12CA24551 ASTM D 3161 2009 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)ei UL LLC(TST9628) 4787043752 ASTM D 3161 2009 UL LLC(TST9628) 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 CREEK Technical Services LLC(ANE11669) TBP15001.3 Calculations 2017 TB1315001.3 FL18355-R3 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 _ CREEK Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass-Seal® 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. Heritages 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. Heritages 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. TBP15001.3 FL18355-R3 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. CREEK - TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL,SERVICES, LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(V„it): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vad): 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 Pattem"detailed below. NAILS NAreetlling -_ -- - --- - x-718". Hutt Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern(Non-HVHZ only) NAILS Nailing ----------- ._ ..-- ----- ... Area 5-118" . Butt Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001.3 FL18355-R3 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 CREEKAsphalt Shingles TECHNICAL.SERVICES, LLC Heritage® Basic Wind Speed(V„ity: Max. 194 mph (Dallas, Frederick,Joplin, Basic Wind Speed(V�): 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 6-1/8" FEXPOSURE 6-6/8" 12-11211- - 12-3/8" -►h- 12-1/2"--►� h--1" Figure 3. Heritage% Heritage®Premium,and Heritage®Woodgate(Dallas) 4 Nail Pattern(non-HVHZ only) FASTENERS NAIL ZONE /COMMON BOND 6-1 FSURE5-5WEXPP Figure 4. Heritage®&Heritage®Premium 6 Nail Pattern TBP15001.3 FI-18355-R3 Page 4 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. CREEK TAMKOBUILDINGPRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONE/ ASTENERS COMMON BOND 1 �7-li2+7-1)2'�►�-7-U+-1/2+7-1/2 .: .1 Figure 5. Heritage®Woodgate 6 Nail Pattern -►Ii",1";�-12-112" :t ;f-1'2-1/2. 0h4'14__ Common Bond FASTENERS m N. 0 ln'O Cp X i!L j. Figure 6. Heritage®,Heritage®Premium,&Heritage®Woodgate Alternate 6 Nail Pattern PAINT: LINE 7-7/8" — —_-]-NAI L ZON E g-il8" -,EDGE OF; COMMON BOND EXPOSURE 5-5/a°. 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 maybe placed in the nail zone as described above TBP15001.3 FL18355-R3 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. CREEK �� TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Premium Basic Wind Speed(Veit): 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 Pattem" 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 loe 51/2" EXPOSURE 5" 11"---►� 12" —�►�---11"--Ir� �--1" Figure 8. Heritage®Premium(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE/ FASTENERS COMMON'BOND 51/2" EXPQSURE 5" 14-71" Figure 9. Heritage®Premium(Frederick). 6 Nail Pattern TBP15001.3 FL18355-R3 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 attnbutes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODUCTS .: Asphalt Shingles TECHNICAL SERVICES,LLC Heritage®Woodgate Basic Wind Speed(Vu,t): Max. 194 mph (Frederick) Basic Wind Speed(V,,d): 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 FBG 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 ;qT COMMON BOND 5-1Ir EXPOSURE 5" 12-3V-4— 11" --� k--1" Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern(non-HVHZ only) NAIL ZONE/ COMMON BOND .FASTENERS t T r EXPOSURES Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern TBP15001.3 FL18355-R3 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. CREEK �� TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Heritage®Vintage® Basic Wind Speed(Veit): Max. 194 mph (Phillipsburg) Basic Wind Speed(V w): 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. 4a' y aigmnt # &posme T emntl a Notch 6 Fasteners Neil one - - — - - - - - - - - � - - - - ` r 17-12" L Li S' Exposure } 9•lor 9•lAP 9-1/S-1-11 Figure 12. Heritage®Vintage® 5 Nail Pattern(non-HVHZ only) T im >I>ti�rr s ,- �s Figure 13. Heritage®Vintage® 6 Nail Pattern TBP15001.3 FL18355-R3 Page 8 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. yz�y v� CREEK �� TAMKO BUILDING PRODUCTS x Asphalt Shingles TECHNICAL SERVICES, LLC Hip&Ridge Basic Wind Speed(V„i�: Max. 194 mph (Frederick&Joplin) Basic Wind Speed(Vaw): 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 r1/8" exposure herr- . I II Start Figure 1 here 5-1/8"exposure ��ta1" cr%js 11) 1„ Fastener iFigure stenof er h'�5.5/g"Figure 2 " 3 1/4 Figure 14. Hip&Ridge(Frederick&Joplin) TBP15001.3 FL18355-133 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. CREEK TAMKO BUILDING PRODUCTS 4 4 4, Asphalt Shingles TECHNICAL SERVICES, LLC Vintage®Hip&Ridge Basic Wind Speed(V„ii): Max. 194 mph (Phillipsburg) Basic Wind Speed(V w): 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 manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind hart 5" exposure /FnM] start Figure 1 here 5" exposure 1•, Fastener Fastener ' �5-1/2" Figure 2 IN, Figure 3 Figure 15. Vintage®Hip&Ridge(Phillipsburg) TBP15001.3 FL18355-R3 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. ter_. CREEK TAMKO BUILDING PRODUCTS Asphalt 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 5"'Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer. Fl. f No 74021 2017.05.09 * - 4l;-1'5:06:10 STAT E O F :��/ -04'00' '.,'�`�•:r< O R,pQ:� _%�� Zachary R.Priest,P.E. Florida Organization No.on No. 1 A E11669 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 TBP15001.3 FL18355-R3 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.