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HomeMy WebLinkAboutPROJECT INFORMATIONCONTINENTAL - BUILDING PRODUCTS 2o;7 FILE COPY 1�, o_©ZZI �c R �I CONTINENTAL BUILDING PRODUCTS OPERATING COMPANY General Certificate of Conformity Identification of the product covered by this Certificate: All forms of drywall produced by Continental Building Products Operating Company, LLC 2. Citation to each CPSC product safety regulation to which this product is being certified P.L. 112-266. Limitations on sulfur content in ASTM C1396-14a, "Standard Specification for Gypsum Board" 3. Identification of the US importer or domestic manufacturer certifying compliance of the product Continental Building Products Operating Company, LLC 12950 Worldgate Drive, Suite 700 Herndon, Virginia 20170 4. Contact information for the individual maintaining records of test results Christian Chinsio, Technical Manager Continental Building Products Operating Company, LLC 886 North Highway 171 Palatka, FL 32086 Telephone: 386.227.5893 Email: christian.chinsio@continental-bp.com 5. Date and place where this product was manufactured Date and time of manufacture is identified on the back side of the drywall. Place of manufacture as identified on the backside of the drywall is Buchanan, New York; Palatka, Florida; or Silver Grove, Kentucky. Date and place where this product was tested General Certificate of Conformity, page i of 2 CONTINENTAL" BUILDING PRODUCTS Buchanan, NY plant: October 22, 2014 Palatka, FL plant: October 3, 2014 Silver Grove, KY plant: August 26, 2014 All testing done in Suwannee, Georgia 7. Identification of a third -party laboratory on whom testing the certificate depends MAS, LLC 3945 Lakefield Court Suwanee, GA 30024 77o.866.3200 General Certificate of Conformity, page 2 of 2 _._�-.. ._ -----._ , ......._.. ....... .... ........ ......... ..............��..a..,,,o....�.....c...y�o��i...,....y ..y��,,��.n iiya�u oiwng-ue FALE COPY Icl1,"T—Tr IE-310--co Home (O ) Fastening Systems (fiasteningsyslems/category) ) Collated Screws for the Ouik Drive® System (/collatedscrews fasteningsystems/category) Collated Interior Wood Screws(/collatedinteriomoodscrews_cellatedscrews/category) DWC Drywall Screw (Collated) Key Features • Bugle head • #2 Phillips (driver bit in each box; replacement bit model BIT2P) • Coarse threads • Sharp point • Curved collation Applications 8cq N COdeS�all to wood St 4Uc(8Co�0 V ASTM C1002-04 Type W Related Links • Fastening Systems Technical and Installation Notes (/products/fastening-systems/technical-notes) • Driver Bits (Mriverbits screwsandnails/bit screwbit/p/driver-bits) Catalog Pages • ®C-F-2017 (Fas`ening Svs'ems) page 270 (htto•//embed widencdn neUodf/plus/ssttoolbox/2mgkiwiuun/C-F-2017-a^70 odf?u=gwur7r) Related Literature (/resources/literature/fasteni ng-systems-catalog) s://www.strongtie.com/collatedinteriomoodscrews_collatedscrews/dwc_cscrew/p/dwc-drywall-screw 1/3 P AU1�-: I h SO . rastening Systems Catalog F 2017 A full -color catalog containing Simpson Strong -Tie fastener solutions, including our Strong-DriveO, Deck-Drive(D, Quik Drive@ and stainless -steel product lines. CATALOG Sistemas de Fijaci6n C-F-15SP Informaci6n completa de nuestra Ifnea de tornillos y clavos, grapes y clavos an sorts, tornillos an sarta y sistemas de autoalimentaci6n de tomillos Quik Drive@ para sistemas de sujeci6n. , CATALOG t.� (https://embed.widencdn.net/download/ssttoolbox/6138w36kl d/C-F-15SP odfou=cimvin) Product Information Table Search Table Length !Screw Drive Head Thread Point Packaging Compatible Model No. (in.) ( Size Type Type ' ( Type i Type ' ! Coating/Material 0 Quantity QulToolse@ C UPC DVJC114PS 1 114 I 46 42 Bugle ! Coarse Sharp Gray -Phosphate I ! �— 2500 PR0200 746056015925 Phillips Head Threads Point Coating #2 Bugle Coarse Sharp j Gray -Phosphate DWC158PS 1 5/8 46 2500 PR0200 746056025023 ! Phillips Head Threads ' Point I Coating t #2 Bugle Coarse j Sharp Gray -Phosphate I DWC7 PS 1 E #6 2500 1 PR0200 116056051611 Phillips Head Threads j Point I Coating ( #2 Bugle Coarse I Sharp Gray -Phosphate DWC212PS 2 1/2 #6 ( ( 1500 PR0250DW 746056057796 Phillips Head Threads Point Coating #2 i Bugle ` i Coarse j Sharp i Gray -Phosphate PR0200, DWC2PS 2 #6 • , 2000 746056039488 Phillips i Head j Threads Point Point Coating I I PR0250DW— I -- I s://www.strongtie.com/collatedinteriorwoodscrews_collatedscrews/dwc—cscrew/p/dwc-drywall-screw 213 F 7 4 i i h ` HCKDWC714PS ? 1 1/4 p2 46 Bugle Phillips ,. [ Head HCKDWC158PS 15/8 86 #2 :. Bugle j Phillips Head Related Products Coarse Sharp Gray -Phosphate ( { 1000 PR0200 746056056904 Threads ' Point Coating 7 Quik Drive@ PRO200 Drywall System (/quikdrivesystems_quikdrivesystems/pro200_gdsystem/p/q uik- drive-pro200-drywall-system) Driver Bits (/driverb its_screwsandnails/bit_screwbit/p/driver-bits) Quik Drive@ PRO250DW Drywall Attachment (/quikdriveattachments_quikdrivesystems/pro250dw_gdattach/p/q uik. drive-p ro250dw-drywall-attachment) 3://www.strongtie.com/collatedinteriorwoodscrews collatedscrewsldwc—cscrew/p/dwc-drywall-screw 3/3 yrcircu i r aen-unumy c rvrera, ocrew 1 merai acrews I screws ano.Nans I rasienmg aystems 1 aimpsun among-1 ie t .lhttps://www.stronatie com/1 Search strongue corn g Home (q > Fastening Systems (/fasteningsystems/calegory) ) Screws and Nails(/screwsandnails_fasteningsyslems/categoryl ) Metal Screws (/metalscrews screwsandnails/category) IF5,°°® ILE COPY Self -Drilling E Metal Screw Key Features • Hex -washer head • Clear zinc finish • Recommended for use with certain Simpson Strong -Tie connectors #3 drill point (max. total drilling thickness 0.35") Bit included in each box (replacement driver bit — BITHEXR38-134) Applications • Cold -formed steel framing Codes . ASTM C1513 compliant Related Links Fastening Systems Technical and installation Notes (/products/fastening-systems/technical-notes) Catalog Pages SCANNED BY St. Lucie County Product Information: 0 C-F-2017 (Fastening Systems), page 99 (http://embed.widencdn.net/odf/plus/ssttoolbox/8vnoopvtvuC-F-2017- p09g.pdf?u=gwur7r) Technical Data and Loads: ® C-F-2017 (Fastening Systems) pacts 374 (http://embed.widencdn.net/pdf/plus/ssttoolbox/k2loshh6lw/C-F- 2017-p374.pc f?u=gwur7r) s://www.stronglie.com/metalscrews_screwsandnails/e—screw/p/self-drilling-e-metal-screw 1/4 Related Literature a Fastening Systems Catalog C-F-2017 A full -color catalog containing Simpson Strong -Tie fastener solutions, including our Strong -Drive@, Deck -Drive@, Quik DriveO and stainless -steel product lines. CATALOG (/resources/I iterature/fastening-systems-catalog) Sistemas de Fijaci6n C-F-15SP Informaci6n completa de nuestra linea de tornillos y clavos, grapas y clavos en sarta, tornillos en sarta y sistemas de autoalimentaci6n de tomillos Quik Drive@ para sistemas de sujeci6n. CATALOG {httpsl/embed.widencdn.net/download/Ssttoolbox/6138w36kl d/C-F-15SP odf?u=cimvin) Connectors for Cold -Formed Steel Construction C-CF-2017 A catalog including specifications, load tables and installation illustrations for our cold -formed steel connectors and clips. CATALOG (/resources literature/cold-formed-steel-catalog) Product Information Table )s://www.strongtie.mm/metalscrews_screwsandnailsie_screw/p/self-drilling-e-metal-screw 214 Length Screw Drive Head Point Point Packaging Model No. - (in.) Size ` ' Type at ,,.,rater 0 Type TPI ; Size C p Coe Material C f - � Quantity � ' UPC 3/8 in.Hex s E Drill ElB1414B 1 #14 0.500 Washer 14 ! 3 Coating 2500 746056101604 - Hex i Point -- Head .._. ......._. ..._ �.. .. . _ _ _ _ _.. _... ; _.. _.. __. .. .. _ _,-- Hex - 3/8 m , Drill E761414R700 • ` 1 ,. 414 0.500 Washer. 14 1 3 i ; Clear -Zinc Coating 100 746056119401 Hex ' Point - Head # Load Tables Screw Strength (lb.) #14x1" E1B1414 3,130 5,395 1,565 2,700 1,045 1,800 Cold -Formed Steel Member Connection Loads, Steel to Steel 1. Screws shall extend through the connection with a minimum of three exposed threads per AISI General Provisions Standard Section D1.3. 2. Tabulated loads are based on calculations per AISI S100-07 using the thinner steel member in the connection. A safety factor of D = 3.0 and resistance factor m = 0.5 were used to determine the ASD and LRFD strength values. 3. Loads are based on cold -formed steel members with a minimum yield strength, Fy, of 33 ksi and tensile strength, Fu, of 45 ksi for 43 mil (18 ga.) and thinner, and a minimum yield strength of 50 ksi and tensile strength of 65 ksi for 54 mil (16 ga.) and thicker. 4. For other pertinent information, please refer to the Important Information (/products/connectors/cold-formed-steel-connectors/technical- notes and General Notes (/products/connectors/cold-formed-steel-connectors/technical-notes/general-notes) pages. Related Products os,//www.strongtie.com/metaiscrews_screwsandnails/e_screw/p/self-drilling-e-metal-screw 314 • Driver Bits (/driverbits_screwsandnai Is/bit_screwbit/p/driver-bits) .s://www.slrongtie.comlmetalscrews_screwsandnailsle_screwlp/self-drilling-e-metal-screw 4/4 Marino\WARE@Product SubmittalData ra _•.. 4 °'?�?'.,.r..,,.F _ a •, 5�,., �,'.a;�a�.�-ST�.,�r:�c�s�� a 4«„, PRODUCT NAME: 250S137-33 MARI NO\WARE PART# 212SC20 PROPERTIES: A. Web (in) 2-1/2" B. Flange (in) 1-3/8" C. Lip (in) 3/8" Mils 33 Available Finish G90 SECTION PROPERTIES GROSS SECTION PROPERTIES Cross Sectional Area: A (in2) Weight of Member: (lb/ft) Moment of Inertia: Ix (in) Section Modulus: Sy (in) Radius of Gyration: Rx (in) Gross Moment of Inertia: ly (in") Gross Radius of Gyration: Ry (in) Yield Strength Fy (KSI) 33 Tensile Strength Fu (KSI) 45 Design Thickness (in) 0.0346" Minimum Thickness (in) 0.0329" Gauge 20 EFFEMVE SECTION PROPERTIES Moment of Inertia -Deflection: Ixe (in°) Section Modulus: Sxe(in 3) Allowable Local Bending Moment: Mal (in-k) Allowable Distortional Bending Moment: Mad (in-k) Allowable strong axis shear away from punch: Vag (lb) Allowable strong axis shear at punch: Vanet (lb) TORSIONAL SECTION PROPERTIES. St. Venant Torsional Constant: Jx1000 (in°) Torsional Warping Constant: Cw (ins) Shear Center to Centroid on Principal X-axis: Xo (in) Shear Centerto Mid -Plane of the Web: In (in) Radius of Gyration on the Centroid Principal axis: Ro (in) Torsional Flexural Constant: 01-(xo/Ro)2 CODES & STANDARDS • AISISIM12&ICCESESR-4052 • Framing meetsASTM A 1003, A 653, & C 955 • Meets I13C2015 & 2012 FBC2014, CSS4 code compliant GREENINFO • LEEDv3&LEEDv4creditsavailable • Contact Technical Servicosfor more information. 0.197 F 0.67 0.203 0.163 1.015 0.052 0.515 0.20 0.16 3.11 3.09 975 399 0.079 0.076 -1.141 0.677 1.612 0.499 05.40.00 Cold -Formed Metal Framing ( o-CD z?_9 SCANNED_ BY St. Lucie County 0 For more information, please contact Marina\WARE Technical Services at 866-545-1545. This technical information re0ens the most current information awilable andsupenedes anyand all pubgarionz, effective 1/5/2U17 www.marinoware.com I ®copyright 2017 by ware Industries. Inc. An aghis mered Mal,asQ , POWDER FASTENERS We maintain only the highest standards in the materials, production techniquesand quality control measures used to manufacture our fasteners, assuring consistent, optimum quality in every fastener. FASTENER TERMINOLOGY SUFFIX K=Knurled K=Collated C=100 cunt B=Black SD=Washer M=1000 count E=Ranaguard TH=Tap Nat . SELECTION CHART 1 Designed for use in concrete and structural steel applications. Available in100-pack or 1000-pack per box. 1VR4V.RAAISFT.(OA7 1506E 1 3/4 1 (19.1) 1 Shank diameter =. 145 Heoddiamemr=300 Designed for use in concrete and structural steel applications.100 per box. 5000 1503K 12 Knuded (12.7) - - 5000 1508 1 (25.4) 5000 r 1512 1-1/2(38.1) 1000 l5lq f � s f{$D 8)F#t � BDDryv yµ .£� 53 „ .Z4 C,. .t ,.k-• 3 ,Fu .} Y�Mx 1516 2-1/2 (635) 800 1524 3` k- .� Sad s ., (Z6,2ja; Shankdlametef=345 Headdiameter=300 Washer increases bearing surface against the material tobefastened. - - 100 erbox.l6 a emetal washer. 7/8"diameter washer. P 99 ' ,ART _ NAIdK G6N 271.+:q GK D60 ,A k, 0 ?)TSAO "C OT Nt7artw, a"fton 25 1506SD 3/4 (19.1) - 1000 s 15105D 1 114 (31.8) 1000 75RS0, �' � s �.T 12� r" s-+�3$lj .:`;� ;,.�..� Y � �: a ?a.-h...?n.-d � sa ,. �� x s 1DOb:�e s•"� �- 1514SD 2 s (508) - 1000 ,.,,,'1516$D(t.: ej�1 �;�72;`k (63S)`»:� ri'n s „�3� e.,_ . ,•,y s . i ,i, y:= n- � ,c..::� � ",r �,. �W/ r ^r. 15245DW 13 •(76.2) BOON 'Square nsherindicates3•piahas beeninstafled Shank diameter=. 745 Headdiameter=.300 3 Coated to improve corrosion resistance in treated lumber and other applications. 100 Per box. Recommended for treated luother applications. 15245DE• 1 3 1 (76.2) Shankdiameter=.145 -Square emsherinditates3-pin has been installed Head diameter=.300 s- � 15005enes rooted with Ram6uord 600 BOARDOF BUILDING AND SAFETY COMMISSIONERS VAN AMBATIELOS PRESIDENT E. FELICIA BRANNON VICE PRESIDENT JOSELYN GEAGA-ROSENTHAL GEORGE HOVAGUIMIAN JAVIER NUNEZ ITW Ramset 700 High Grove Blvd Glendale Heights, IL 60139 Attn: Dave Jablonski (800) 848-5611 CITY OF L-OS ANGELES CALIFORNIA DEPARTMENT OF BUILDING AND SAFETY 201 NORTH FIGUEROA STREET LOS ANGELES. CA 90012 FRANK M. BUSH GENERAL MANAGER SUPERINTENDENT OF BUILDING ERIC GARCETTI OSAMA YOUNAN, P.E. MAYOR EXECUTIVE OFFICER RESEARCH REPORT: RR 22668 (CSI # 03 16 00; 05 05 23) BASED UPON ICC ES EVALUATION REPORT NO. ESR-1799 REEVALUATION DUE DATE: September 1, 2018 Issued Date: May 1, 2017 Code: 2014 LABC GENERAL APPROVAL — Reevaluation - Ramset Power -Driven Fasteners DETAILS When in compliance with the use, description, design, installation,_ conditions of use, and identification of Evaluation Report No.1799, reissued June 2016, by the ICC-ES Evaluation Services, Incorporated, the report, in its entirety, is attached and made part of this general approval. The parts of Report No.ESR-1799 which are excluded on the attached copy have been removed by the Los Angeles City Building Department as not being included in this approval. The approval is subject to the following conditions: 1. The fasteners shall not be used to resist seismic loads, except when used with architectural, electrical and mechanical components as described in Section 13.1.4 of ASCE 7-10, and as follows: a) Concrete base materials: The ITW Ramset fasteners installed in concrete base materials may be used to support acoustical tile or lay -in panel suspended ceiling systems, distributed systems and distribution systems where the service load on any individual fastener does not exceed the lesser of 90 lbf or the published allowable load shown in Tables 1, 2, 5, and 6 of the attached ICC-ES ESR-1799 evaluation report, as applicable. RR 22668 Page] of 3 LAOBS G-5(Rev.0810.5R014) AN EQUAL EMPLOYMENT OPPORTUNITY- AFFIRMATIVE ACTION EMPLOYER ITW Ramset RE: Ramset Power -Driven Fasteners, Power Point Fasteners and Angle Clip b) Steel base materials: The ITW Ramset fasteners installed in steel may be used where the service load on any individual fastener does not exceed the lesser of 250 lbf or the published allowable load shown in Table 3 and 4 of the attached ICC-ES ESR-1799 evaluation report, as applicable.. c) For interior, nonstructural walls that are not subject to sustained tension loads and are not a bracing application, the ITW Ramset power -driven fasteners may be used to attach steel track to concrete or steel in all Seismic Design Categories. In Seismic Design Categories D, E and F, the allowable shear load due to transverse pressure shall be no more than 90 pounds when attaching to concrete; or 250 pounds when attaching to steel. Substantiating calculations shall be submitted addressing the fastener- to -base -material capacity and the fastener -to attached -material capacity. Interior nonstructural walls are limited to locations where bearing walls, shear walls or braced walls are not required by the approved plans. The design load on the fastener must not exceed the allowable load shown in Tables 1 through 4 of the attached ICC ES evaluation report, as applicable. The design load on the fastener must not exceed the allowable load shown in Tables 1 through 4 of the attached ICC-ES ESR-1799 evaluation report, as applicable. 2. Shear values for fasteners in concrete are for connections of steel to concrete. Allowable bearing stresses for the steel material being connected shall not be exceeded. 3. The minimum concrete thickness shall be three times the fasteners embedment in concrete, except where noted otherwise in this report. 4. For working values in steel, the fasteners shall have sufficient length so that the entire pointed portion of the shank pierces the steel plate, except where noted otherwise in the tables of the attached evaluation report. 5. The allowable values listed in the attached report and tables are for the fasteners only. Connected members shall be checked for their capacity (which may govem). 6. Use of the low velocity fasteners to the metal deck, the fasteners shall be installed through the metal deck and into the concrete at the upper or lower flute as designated in the table. The fastener must be a minimum of 1 1/8 inches from the edge of the deck web and 4 inches from the end of the deck. The minimum fastener spacing is 4 inches. 7. No increase is permitted in the tabulated allowable load values for short duration loading. 8. The fasteners shall be installed per the manufacturer's instructions, a copy of which shall be available at each job site. RR 22668 Page 2 of 3 ITW Ramset RE: Ramset Power -Driven Fasteners, Power Point Fasteners and Angle Clip 9. The containers of the fasteners shall be labeled with the ITW Ramset company name, the fastener product name, length, catalog number, and quantity, the evaluation report number (ESR-1799); and the manufacturing date and lot number. In addition, all of the fasteners, except the 1600 W series fasteners, shall be identified by the letter "R" stamped into the fastener head. DISCUSSION The report is in compliance with the 2014 Los Angeles City Building Code. The approval is based on tests in accordance with ICC-ES Acceptance Criteria for Fasteners Power -driven in to Concrete, Steel and Masonry Elements (AC70), dated October 2006. This general approval will remain effective provided the Evaluation Report is maintained valid and unrevised with the issuing organization. Any revisions to the report must be submitted to this Department for review with appropriate fee to continue the approval of the revised report. Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with any attachments indicated, to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers and Inspectors. This general approval of an equivalent alternate to the Code is only valid where an engineer and/or inspector of this Department has determined that all conditions of this Approval have been met in the project in which it is to be used. QUAN NGHIEM, Chief Engineering Research Section 201 N. Figueroa St., Room 880 Los Angeles, CA 90012 Phone-213-202-9812 Fax-213-202-9943 QN RR22668/ RO5-11-17 TLB1700201 I001.67I909 Attachment: ICC ES Report No. ESR-1799 (9 Pages) RR 22668 Page 3 of 3