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HomeMy WebLinkAboutEVALUATION REPORT6 SCANNED BY St. Lucie County Certificate ofAuthonFILE I i No. 9COPY CREEK 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, C EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS 220 West 4°i Street Issued September 25, 2017 -- -- --- — - -- Joplin; MO 64801 (417)624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick MD Dallas, TX R E t,q I EW F D FOR Tuscaloosa, AL CODE 4.sb1"���'`!- DANCE Quality Assurance: UL LLC (OUA9625) �., �}- p p�abgl' �l t� ®p,� v 0 . 16l�ICIE Ce.iUNTY SCOPE y;'ct-'ti,9 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 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 Constmchon 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 (TST5876) 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)a1 PRI Construction Materiels 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)el UL 2390 UL LLC (iST9828) 06NK03898 ASTM D 7158 ASTM D 3161 2011 2016 UL LLC (TST9628) 08CA59132 ASTM D 3462 ASTM D 3161 2010A 2016 UL LLC (TST9628) 09NK07896 ASTM D 3161 2016 UL LLC (TST9628) 10CA50498 ASTM D 3462 ASTM D 3462 2010A 2010A UL LLC (TST9628) IOCA64882 ASTM D 3161 2016 UL LLC (TST9628) 11 NK14014 ASTM D 3161 2016 UL LLC (TST9628) 12CA24551 ASTM D 3462 ASTM D 3161 2010A 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 CREEK Technical Services LLC (ANEi1669) TBP15001.3 ASTM D 3462 Calculations 2010A 2017 TBP15001.4 FL78355-R4 Page 1 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 evalue6on report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein, • A CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite GlassSeal® 12-1/4' If 36', ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick, Joplin & asphalt shingle with fiberglass mat waled 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® (Dallas, Frederick, 13-1/4" If 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage® Premium (Dallas, Frederick, 13-1/4' x 39-3/8, ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass 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 (Dallas & Frederick) 13-1/4' x 39-3/8, ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced vrith mineral granules complying with ASTM D 3462. Heritage®Woodgate (Frederick) 12' x 36-3/8', ASTM D 3161, Class F fiberglass reinforced, laminated architectural 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. TBPI5001A FL18355-R4 Page 2 or 11 This evaluation report is provided for State of Florida praducl approval antler 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. ruCREEK TECHNICAL SERVICES, LLC INSTALLATION Elite GlassSeal® Basic Wind Speed (VmJ: (Frederick, Joplin & Basic Wind Speed (V„e) Tuscalcosa) Deck (HVHZ): 8 Glass -Seal — (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Underlayment Min. slope: Installation (HVHZ): Installation (Non-HVHZ) TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new —construction;- -Min.-15/32—in. .plywood- .existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturers application instructions when installing shingles at slopes greater than 21:12, Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using T Nail Pattern" detailed below. Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either'4 Nail Pattern or "6 Nail Pattern" detailed below. W Figure 1. Elite Glass -Seal & Glass -Sea] 4 Nail Fattem (Non-HVHZ only) 7/8" i-1/8" Figure 2. Elite Glass -Seat & Glass -Seal 6 Nail Pattern TBP15001A FL18355-R4 Page 3 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. CREEK TECHNICAL SERVICES, LLC Heritage@ Basic Wind Speed (Volt): (Dallas, Frederick, Joplin, Basic Wind Speed (Vero): Phillipsburg & Tuscaloosa) Deck (HVHZ): 8 Heritage® Premium (Dallas, Frederick —8Phillipsburg & Tuscaloosa)-- Deck,(Non-HVHZ): Heritage@ Woodgate (Dallas &Frederick) Underlayment Min. slope: Installation (HVHZ): Installation (Nan-HVHZ): U 6-1 TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in—pplywood or wood plank for -- new construction; Min. 7116 in. OSB existing construction. In accordance with FBG requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturers application instructions when installing shingles at slopes greater than 21:12. Installed with 5-6/8 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using '6 Nail Pattern" detailed below. Installed with 5-5/8 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either '4 Nail Patlem' or "6 Nail Pattem" detailed below. NAIL ZON E BOND EXPOSU RE 5-5/9' 1 r' h-- 12-1 /2" —►I'— 12-3/8" -+12-1 /2'r - I --1 " Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) ZONE BOND EXPOSURE 5-6V Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern TBP15001A This evaluation report Is provided for State c Technical Services, LLC of any product char This evaluation report does not express nor specRcally addressed herein. 1`1-18355�R4 Page 4 of I I ct approval under Rule 61G20-3. The manufacturer shall notify CREEK assurance changes throughout the duration for which this report is valid. , installation, recommended use, or other product athibutes that are not N CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONE/ ASTENERS4 COMMON BOND fi-VB° EXPOSURE 55 Sir 1=-� �i-1n:�a-1n+►Iri.a/a^�i-1nr►Ir7.1n>'r� �1^ Figure S. Heritage®Woodgate 6 Nail Pattern I! I ! ®Common Band I FASTENERS !' l} e t �R ZR : IS 39.3f8" I — Figure 6. Heritage®, Heritage® Premium, 8 Heritage® Woodgate Alternate 6 Nail Pattern PAINT 7-7/8° 6-1/8° ACCEPTABLE FASTENER LOCATION DO NOT FASTEN 'ALONG EDGE OF COMMON BOND ZONE -%,..� 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 TSP1500IA FL18355-R4 Page 5 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 miranly, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Premium Basic Wind Speed (V,): (Frederick) Basic Wind Speed (V„,) Deck (HVHZ): Deck (Non-HVHZ): Undedayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ) TAMKO BUILDING PRODUCT: Asphalt Shingle: Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed -min. 15/32-lmppplywood-orwood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . 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. 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 Pattem" detailed below. NAIL ZONFJ COMMONBOND 5° 1° �11"-►�-- 12°�--1° Figure 8. HeritageS Premium (Frederick) 4 Nail Pattern (non-HVHZ only) FASTENERS 5° Figure 9. Heritage@ Premium (Frederick) 6 Nail Pattern ZONE/ 11ON BONG 1 ur'lbuul.4 FL18355-R4 Page 6 of it This evaluation report 1s provided for State of Flonda product approval under Rule 51G20-3. 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 allnbutm that are not specifically addressed herein. CREEK TECHNICAL SERvicFs, LLC Heritage® Woodgate Basic Wind Speed (V„ il): (Frederick) Basic Wind Speed (V, ) Deck (Non-HVHZ): Undedayment Min. slope: Installation (Non-HVHZ) TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturers application instructions -when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either'4 Nail Pattem" or "6 Nail Pattem' delailed below. 5-1}" 1 EXPOSURES 1'=rl �- 11"-.►�12-3/8"� 11" --� �-1" Figure 10. Heritage®Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAILZONE/ FASTENERS COMMON BOND t T S-1/2" EXPOSURE 5' 1"'� � 9.1/2"-►1'•3�9.?/8"�3 "I' 9.1n" � 1_ '" Figure 11. Heritage0 Woodgate (Frederick) 6 Nail Pattern FL18355-R4 7 of 11 I ms 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:: k� S ®, 1 _ TECHNICAL SFRv1CFs. LLC Heritage® Vintage®' - Basic Wind Speed (Vwl)- ILL f ` - (Phillipsburg) . Basic Wind Speed (Val): Me Deck (HVFIZ) , In So nii ,.Deck (Non-HVHZ):In k ne Li d-' d yment Min. slope:', _, 2:1 the ,. shi installation (HVHZ) Ins an, Installation .(Non-HVHZ): Ins rec . ins Pa I v 41 fI .� e. ( I Figure 12. Herite 5 Nall Pattern {no y. iate:m •. - - Figure 13., Heiita 6 Nail Pa TBP15001A FLIB355 ' TAMKO BUILDING PRODUCTS Asphalt Shingles 194 mph-' ' 150 mph,--, cordanoe with FBC requirements; Ily sheathed Min 19132-ini. plywood oiwood plank for :. construction Min. -15/32 In.- ply'i o - existing iruction' - cordancewithFBCregwremenb ly sheathBAtmin 15132 m-plywood o[wootl planKfor-'—"" ^`;� "`—^ � -�- wristructiorr'Mm 7/16 in:OSB existing construction., cordance with FBC requirements and in accordance Will FB(Jrequimrrmntis. Refer to nanufacWreCs application instructions when installing - Iles at slopes greater than 21 12 Iled with 5 in exposure in accordance with RAS 115- manufacturers 'published installation's Instructions.` , 31es shall be"attached using 6 Nait PaUem detailed- V Iled with. 5�-in exposure,' inaccordance with FBC rements and manufacturers published installation, lctions Shingles shall lie attached using either 5 Nall;' im or'6 Nail Pattern detailed below - °" xoxn { s v, erR110 r�—WiY.—PI y'' Vintage® - •HVHZonly)_ ., NMI- , -. —t{W Vintage® am 4 Pape B of l l ` _ This evaluation, report is provided for State of Florida product approval under.R Terhnical'Serrices, LLC of any product rhenges or quality assurance changes ` This evaluation report does not express nor Imply warranty, installation, recom specifically addressed herein. or am not CREEK TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (VmJ: (Frederick & Joplin) Basic Wind Speed (V„e) Deck (HVHZ): Deck (Nan-HVHZ): Underlayment: Min. slope: Installation: TBP15001A TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min715/32"in-plywo6d or wood -plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5-118 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 X—M] \�1�rr► � ��r�y Figure I �Fastener .��tener I `5-M" F „ Figure �N4 Figure3 Figure 14. Hip & Ridge (Frederick & Joplin) Technical Services, LLC of any product This evaluation report does not express specifically addressed herein. FL18355-R4 Page 9 of it ct approval under Rule 61G20-3. The manufacturer shall notify CREEK assurance changes throughout the duration for which this report is valid. installation, recommended use, or other product attributes that are not RAM CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Vintage® Hip & Ridge Basic Wind Speed (V,,ll): Max. 194 mph (Phillipsburg) Basic Wind Speed (V„e): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; — —Solidly sheathed min. 15132 in. plywood or woad plank for new construction; Min. 7/16 in. OSB existing construction. Undedayment: 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 wind Figure 1 Fastener 5r ,JFastener Figure 2 y ` 1 •• ��- Fastener 5-1 /2" /4u Figure 3 Figure 15. Vintage® Hip & Ridge (Phillipsburg) I nis 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 etinbutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC LIMITATIONS TAMKO BUILDING PRODUCTS Asphalt Shingles 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 cclean, dry, and free From any irregulantlen and dehris. All fasteners in the deck shall be checked for protrusion and corrected prior to underiayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shad 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 611320-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6N Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. �`•`,`QG?�'PG E N ti. No 74021 * STATE OF �:�'c`•'•'P4 G P,: �•�Zachary R. Priest, P.E. , Florida Registration No. Organization 21 n 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, not will acquire, a financial interest in any other entity involved in the approval process of the product TBP15001.4 END OF REPORT FL18355-R4 11 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.