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HomeMy WebLinkAboutEvaluation Report i I ' Certificate of Authorization No. 29824 f 17520 Edinburgh Drive CREEK Tampa, FL 33647 (813)480-3421 j TECHNICAL SERVICES, LLC EVALUATION REPORT FLORIDA BUILDING CODE,7'EDITION(2020) j Manufacturer: MID-STATES ASPHALT AND CANT STRIP, INC. Issued October 16,2020 1637 515t Street 7RECRV90 Tuscaloosa,AL 35401(800)489-2391www.msaroof.com Manufacturing Location: Tuscaloosa,AL t,�®Quality Assurance: UL LLC(QUA9625) �� Y�ED F Ltlnq CODE COMPL1 ;.-. i SCOPE ST LUCIE COUNTN j Category: Roofing B®CC Subcategory: Underlayments Code Sections: 1504.3.1, 1507.1.1 Properties: Physical properties REFERENCES i Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) BWR-514-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) BWR-522-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) BWR-534-02-01 ASTM D 1970 2015a ASTM D 4798 2011(2016) PRI Construction Materials Technologies(TST5878) BWR-543-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) WRMI-011-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) MSA-004-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-007-02-01 UL 1897 2012 j PRI Construction Materials Technologies(TST6049) MSA-026-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-047-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-048-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-054-02-01.1 TAS 103 2020 TAS 110 2000 PRI Construction Materials Technologies(TST6049) MSA-056-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-057-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-060-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-060-02-02 TAS 110 2000 PRI Construction Materials Technologies(TST6049) MSA-062-02-01 ASTM D 1623 2017 PRI Construction Materials Technologies(TST6049) 1085T0002 TAS 110 2000 PRI Construction Materials Technologies(TST6049) 1085T0007 ASTM D 1623 2017 PRI Construction Materials Technologies(TST6049) 1085T0011 ASTM D 1623 2017 TAS 103 2020 i I j i . I I MSA17001.2 FL17401-R5 I Page 1 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 doe s es not express nor imply warranty, installation, recommended use, or other product attributes that are not , specifically addressed herein. I I ' I i j I CREEKR E E K MID-STATES ASPHALT AND CANT STRIP,INC 1 1 Self-Adhering Underlayments TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION AND LIMITS OF USE j QUIK-Stick Ice&Water QUIK-Stick Ice & Water Granular is and ASTM D 1970 self-adhesive underlayment Granular constructed from SIBS modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The product is supplied inj 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a nominal thickness of 50 mils. I QUIKStick Ice &Water Granular is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. QUIK-Stick Ice&Water QUIK-Stick Ice & Water Sand is an ASTM D 1970 self-adhesive underlayment Sand constructed from SBS modified asphalt with a fiberglass mat reinforcement and surfaced with sand. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a nominal thickness of 50 mils. QUIK-Stick Ice & Water Sand is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. QUIK-Stick HT Smooth QUIKStick HT Smooth is an ASTM D 1970, TAS 103,and FRSA/TRI Florida High end Concrete and Clay Tile Installation Manual, Sixth Edition compliant self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement and woven poly-fabric surface. The product is supplied in 2-sq.rolls with nominal dimensions of 3-ft x 66.8-ft or 3-ft 3-in x 61-ft and has a nominal thickness of 60 mils. I QUIKStick HT Smooth (Woven Facer) is to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1. QUIK-Stick HT is permitted to be used with mechanically attached or adhered clay or concrete the roofing using either DAP Touch'n Seal® Storm Bond Roof Tile Adhesive or DuPontTm TILE BONDTm Roof Tile Adhesive. Exposure on the roof deck shall be limited to a maximum 180 days. The maximum roof slope shall be 6:12 when used with clay or concrete file installations without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles shall not be stacked greater 10 tiles per stack. QUIK-Stick HT Pro UIK-Stick HT Pro is an ASTM D 1970 self-adhesive underlayment constructed from BS modified asphalt with a fiberglass mat reinforcement and poly-fabric surface. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a nominal thickness of 60 mils. QUIK-Stick HT Pro is permitted to be used(as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days! I I QUIK-Stick FS QUIK-Stick FS is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement and textured film surface. The product is supplied in 2-sq, rolls with nominal dimensions of 3-ft x 66.8-ft and has a i nominal thickness of 45 mils. QUIK-Stick FS is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. I I I I MSA17001.2 FL17401-R5 Page 2 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. I I I CREEKR MID-STATES ASPHALT AND CANT STRIP,INC Self-Adhering Underlayments TECHNICAL SERVICES, LLC j ! PRODUCT APPLICATION I Min.Roof Slope: 2:12 or in accordance in with the FBC I I Application: All underlayments shall be installed in accordance with the FBC. 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. Prior to beginning installation, the underayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. The underlayment shall be installed with the release backer removed and pressed firmly into place to ensure complete contact with the deck.The underlayment shall be installed with the roll length parallel to the eave, starting at the eave, and with minimum 3" side laps and minimum 6"end laps staggered min.6-ft.from preceding course. It is permissible to back nail the underlayment 12-inches on-center as needed(nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the underlayment). Min.Application 40°F; Contact the manufacturer when installing at temperatures below the minimum Temperature: application temperature. i I WIND RESISTANCE i The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underlayment System No.1 —QUIK-Stick HT Smooth only Roof Deck: Min. 15/32-inch CDX attached to wood supports plywood pports spaced a maximum 24°o.c. Underlayment: QUIK-Stick HT Smooth shall be fully adhered to the optionally primed plywood deck. Maximum Design -52.5 psf Pressure: i i . I i I I ' I i I ' MSA17001.2 FL17401-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK I Technical Services,LLC of any product changes or quality assurance changes thioughout 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. j i ' CREEKD E E K I MID-STATES ASPHALT AND CANT STRIP,INC 1 1 Self-Adhering Underlayments TECHNICAL SERVICES, LLC I GENERAL LIMITATIONS I i , 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. 5) The space under the deck area shall be properly ventilated in accordance with the FBC requirements. 6) All side lap seams shall be installed to shed water from the deck. 7) The underlayment may be used as described in other current FBC product approval documents. 8) Design wind load pressures shall be determined for components and cladding in accordance with FBC 1609. 9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind load pressures.for components and cladding. 10) Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads determined for the roof assembly. 11) 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,7t'Edition(2020)as evidenced in the referenced documents submitted by the named manufacturer. R. p RYEN .F , 2020.10. 16 No 74021 � -- 14:26:19 �= 0400' �-33' STATE OF :•44/� i0 <C/. .t� '�•'• P•���•' Zachary R.Priest, P.E. f�S• ' R, �% Florida Registration No.74021. 11#,NAB ��� Organization No.ANE9641 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. i 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 ' I I i END OF REPORT MSA17001.2 FL17401-R5 ' 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. i I i REVISIONS a Irtm Pl t4 RECEIVED---- 0 0 0 o ® o 'MAR 2 5 2021 co ST. Lucie County, Permitting LU ® 0 0 Z CO N _ M �+ c l0 I` N p 'O e ® 0 ® � L t W ROOF ZONES LU Q GABLE/FLAT LU c ROOF SCHEDULE 55 y ROOF SYSTEM BUILDING PRODUCT Q > Zone PRESSURE PRESSURE LV U Deck,Insulation,& Manufacturer Model Florida Product Approval (PSF) (PSF) Attachment m 1,2e SEE NOTE 2 ATLANTIC METAL 24ga 1.0"NAIL STRIP ON FL17796.4 57.8 59.75 II OF VERO BEACH PLYWOOD-METHOD A 2n,2r, ATLANTIC METAL 24ga 1.0"NAIL STRIP ON j 3e SEE NOTE 2 II OF VERO BEACH PLYWOOD-METHOD A FL17796.4 -92.4 -101 313 SEE NOTE 2 ATLANTIC METAL 24ga 1.0"NAIL STRIP ON FL17796.4 -99.3 -101 106 II OF VERO BEACH PLYWOOD-METHOD B LL 0 N d O > to C'p R DESIGN CRITERIA Z FBC 2020 V c a ULTIMATE WIND SPEED, VuuT 160 MPH ° « `o EXPOSURE "C" ® 10 u. INTERNAL PRESSURE COEFFICIENT +/— 0.18 ® o o a) RISK CATEGORY II ROOF PITCH 5/12 °o.M a HEIGHT & EXPOSURE COEFFICIENT 1.00 Q-' sw c ZONE 3 WIDTH, a 5FT 3 N LL z 0 mill NOTES: e�® © .Coo °°m 10 v 1. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS FOR PROPER FIT PRIOR TO o PE#72228 % CONSTRUCTION. ® N0.7222 I p 2. SEE MANUFACTURER'S REQUIREMENTS FOR DECK, INSULATION, AND ROOF COVER REQUIREMENTS, e ° AS APPLICABLE. - o ; 2.1. DECK: MIN. 15/32 INCH THICK PLYWOOD. ^� ° OF 2.2. UNDERLAYMENT: POLYGLASS POLYSTICK MTS (FL5259.1), ATTACH PER MANUFACTURER'S RECOMMENDATIONS. 2.3. FASTENERS: #10 X 1" FASTENER IN PANEL SLOT AT 16" O.C. FOR METHOD A OR 6.75" O.C. °®0po A4 e FOR METHOD B. F o� S®ENE METAL ROOF PANEL FASTENING S-1 03/23/21