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COHM-R003229-021026 Final Letter
Post Office Box 12548, Austin, Texas 78711-2548 • (512) 463-2100 • www.texasattorneygeneral.gov May 4, 2026 Mr. Joseph G. Hays Counsel for the City of Humble Olson & Olson, LLP 2727 Allen Parkway, Suite 600 Houston, Texas 77019 OR2026-018194 Dear Mr. Hays: You ask whether certain information is subject to required public disclosure under the Public Information Act (the “Act”), chapter 552 of the Government Code. Your request was assigned ID# 26-009443 (Ref. No. COHM-R003229-021026). The City of Humble (the “city”), which you represent, received a request for information related to a specified location. You claim the submitted information is excepted from disclosure under section 552.101 of the Government Code. You state release of the submitted information may implicate the proprietary interests of CaptiveAire; Cobb Sign Company; Design Team Sign Company; Environmental Analytical Services, LLC; Environmental Solutions, Inc.; Federal Heath Sign Company; Fred Tolson Architect; Giles Engineering Associates; Golden Corral; National Restaurant Designers; and Sitech Southeast Texas. Accordingly, the city states, and provides documentation showing, it notified each third party of the request for information and of its right to submit arguments to this office as to why the submitted information should not be released. See Gov’t Code § 552.305(d); see also Open Records Decision No. 542 (1990) (statutory predecessor to section 552.305 permits governmental body to rely on interested third party to raise and explain applicability of exception in the Act in certain circumstances). We have considered the submitted arguments and reviewed the submitted information. Initially, we note an interested third party is allowed ten business days after the date of its receipt of the governmental body’s notice under section 552.305(d) to submit its reasons, if any, as to why information relating to that party should be withheld from public disclosure. See Gov’t Code § 552.305(d)(2)(B). As of the date of this letter, we have not received comments from any third party explaining why the submitted information should not be released. Therefore, we have no basis to conclude any third party has a protected proprietary interest in the submitted information. See, e.g., id. § 552.110 (requiring the provision of specific factual evidence demonstrating the applicability of the exception). Mr. Joseph G. Hays - Page 2 Accordingly, the city may not withhold the submitted information on the basis of any proprietary interest any third party may have in the information. Section 552.101 of the Government Code excepts from disclosure “information considered to be confidential by law, either constitutional, statutory, or by judicial decision.” Id. § 552.101. This section encompasses information that is made confidential by other statutes. The city raises section 552.101 in conjunction with section 418.181 of the Homeland Security Act (the “HSA”). Sections 418.176 through 418.182 were added to chapter 418 of the Government Code as part of the HSA. Section 418.181 provides “[t]hose documents or portions of documents in the possession of a governmental entity are confidential if they identify the technical details of particular vulnerabilities of critical infrastructure to an act of terrorism or a hostile act by a foreign adversary of the United States.” Id. § 418.181. The fact that information may relate to a governmental body’s security concerns does not make the information per se confidential under the HSA. See Open Records Decision No. 649 at 3 (1996) (language of confidentiality provision controls scope of its protection). Furthermore, the mere recitation by a governmental body of a statute’s key terms is not sufficient to demonstrate the applicability of a claimed provision. As with any confidentiality provision, a governmental body asserting one of the confidentiality provisions of the HSA must adequately explain how the responsive information falls within the scope of the claimed provision. See Gov’t Code § 552.301(e)(1)(A) (governmental body must explain how claimed exception to disclosure applies). Upon review, we find the city has failed to demonstrate any portion of the submitted information identifies the technical details of particular vulnerabilities of critical infrastructure to an act of terrorism. See Open Records Decision Nos. 542 (1990) (stating that governmental body has burden of establishing that exception applies to requested information), 532 (1989), 515 (1988), 252 (1980). Consequently, the city may not withhold any of the submitted information under section 552.101 of the Government Code in conjunction with section 418.181 of the Government Code. We note some of the submitted information may be protected by copyright. A custodian of public records must comply with the copyright law and is not required to furnish copies of records that are copyrighted. Open Records Decision No. 180 at 3 (1977). A governmental body must allow inspection of copyrighted materials unless an exception applies to the information. Id.; see Open Records Decision No. 109 (1975). If a member of the public wishes to make copies of copyrighted materials, the person must do so unassisted by the governmental body. In making copies, the member of the public assumes the duty of compliance with the copyright law and the risk of a copyright infringement suit. The city must release the submitted information; however, any information protected by copyright may only be released in accordance with copyright law. This letter ruling is limited to the particular information at issue in this request and limited to the facts as presented to us; therefore, this ruling must not be relied upon as a previous determination regarding any other information or any other circumstances. This ruling triggers important deadlines regarding the rights and responsibilities of the governmental body and of the requestor. For more information concerning those rights and responsibilities, please visit our website at https://www.texasattorneygeneral.gov/open- government/members-public/what-expect-after-ruling-issued or call the OAG’s Open Mr. Joseph G. Hays - Page 3 Government Hotline, toll free, at (877) 673-6839. Questions concerning the allowable charges for providing public information under the Public Information Act may be directed to the Cost Rules Administrator of the OAG, toll free, at (888) 672-6787. Sincerely, Garon Hunt Assistant Attorney General Open Records Division GH/pt Ref: ID# 26-009443 c: Requestor c: 11 Third Parties N i Left Elevation Rev 1:10-3-17MEB revised canopy colorBla-xIOOW Left Welcome Canopy D 12“x193''«24"Canopyf|i2'’x213*x12''Cenopy Rev 2:10-13-17 CM Added Canopies Rev 3 Rev 4 'RevB Rev 6 N —p W fw I »WBW»»IOlllpiT«n»9r»CovnM Mm n*arM IdD8te:08-2417 Option #1 •CM □Proof Is Approved.Proceed With Production Of Order Signature:- □Proof Is Approved With Corrections.Make Corrections p,jp, As Indicated And Proceed With Production Of Order -A'SSSX.Client:GoldenCorral -HumbleTX Old than endtay—icdyoigr.or UM or VIM*pm U eondnM •pMud eMd IS 0 °File Path:Z/restaurant/GoldenCorrallHumbleTX Date:. i Canopy 100" FRONT VIEW IVeCcome12-6.6" Existing Wali to Remain MaterialsDesignTeamto Provide Turnbuckles 1 Aluminum Tube Framework 2 .090 Aluminum Skin Routed Aluminum Letters Painted WNte3 Colors &Finishes [Letters Painted WNte 12"RevO 1 •103-17MEBfavised color of canopy Rbv<I2- Revi»3- ReviFA-24" RevijiB- SiPEVIEW Notes Note: Gutter System Drains to Front Font to be Approved end Provided by Golden Corral ■*1IB your Mnwanjr iDT ftw Ml*--r ■Date:4/7/17 O Proof Is Approved.Proceed With Production Df Drder Signature: □Proof Is Approved With Corrections.Make Corrections p^tl^'e'As Indicated And Proceed With Production Df Drder odyMo^^iwiiy^b^^Oiielgn^Tyil^CQiynir ji@-g-Client:Golden Corral MMMiartedflwwiBnetB totFilsPath:t/Restaurant/GoldenCorral/Canopy IS ®iTiDate:.C9 ■raandsArti '■ncrwUrtgVxMsplm. ^2^ Canopy 88" FflPWIjtlEffl T yVeCcome6.6'12" 1 Existing Wall to Remain / MaterialsiDesignTeamto Provide Turnbuckles 1 Alumimim Tube Framework 2 ■090 Aluminum Skin 3 Routed Aluminum letters Painted White Colors &Finishes irs Painted White 12"Rev <>1 ■10-3-17 MEB ervised color ot canopy Revi|l2-I Revl3- 24"Rev£4^ ReviB- RevlUB-SIDE VIEW Note: Gutter System Drains to Front Font to be Approved and Provided by Golden Corral •M piM M tw MdMhM praoMr Mg*Twm ttgnjComp^y M ert^nat **”2,*^^Date:4/7/17 □Proof Is Approved.Proceed With Production Of Order Signature:. □Proof Is Approved With Corrections.Make Corrections p As Indicated And Proceed With Production Of Order sszsjs:::Client:Golden Corral Print Name:File Path:z/Restaurant/GoldenCorral/Canopy N.0Date:.OlONCOMMNirUa Canopy I t I193" it FRQNTVIKW i 1GRILLBAKERYBUFFET12" Existing Wall to Remain I MaterialsIDesignTeamto Provide Tumbuckles Aluminum Tube Framawork1i.090 Aluminum Skin2 3 Routed Aluminum Letters Painted White i Colors &Finishes □Tletters Painted White Rev <11 ■10 3 )7 MEB revised colef of canopy Revi»2-— M 12" Revii>3- RevijiA- Rev <1S ■ 24" Rev Hie-SIDEYLEW Notes Note: Gutter System Drains to Front Font to be Approved and Provided by Golden Corral Date:4/7/17Designer:CM □Proof Is Approved.Proceed With Production Of Order Signature: □Proof Is Approved With Corrections.Make Corrections As Indicated And Proceed With Production Of Order 0 ay puyhgoWw DtxtC!31j!eficeno.oynWab.andtaM (•«Client:Golden Corral aiMMNneftha^wtatDWtpwM otNrPrintName:IFile Path:z/Restaurant/GoldenCorral/Canopy »0 •Oats:.MiON COMMMY LLG. PLAN #:'^7 RECEIVED BY:DATE:/9~'¥~/7 JOB ADDRESS:/>y /97>z^/' NAME &PHONE:OO-CITY SET HUMBLE Drawing#000-17-1A Approved By: •if Michelle Bush 9/14/2017 12:47 PM MNC. 528 Elmira St.Burlingtoa N.C.27216GC10PEHumbleTX(Front &Left Elevation ).dwg »E5.Drawing#000-17-2B Approved By: Michelle Bush 9/14/2017 1:20 PM 528 Elmira St.BurJingtpryN.C.27216GC10PEHumbleTX(Right «&Rear Elevation ).dwg Golden Corral -32"Building Elevation Letters Scale 1/2"-I'-O' Drawing# 059-17-1 Approved By: Michelle Bush 9/15/2017 3:09 PM 059-17-1 Golden Corral -32in.Building Elevation Letters.dwg PLAN#:/7-' RECEIVED BY: JOB ADDRESS: NAME &PHONE:A/!»ajn CZ^? DATE:9^-%B^/7 s/>CITY SE HUMBLE Golden Corral -Gateway Sign Design -Nov.10,2016 14’3'-3"All Clear Acrylic Lighted By MaxBrite Polar Waterproof Pure White 7000k LED Modules 3‘13'-2” 2’-9'8’ 2'-6’1 i I = ‘VO y Top Sign Face Painted Red PMS 107c -28 3/4"G 20 3/4"C w/3"Channel Letter 1/2"Push Thru Clear Acrylic w/White Backing Faux Neon 1/ 5d corral R os 4^1/2-Push Thru Clear Acrylic w/White Backihg Faux Neon Strip ^I ^11 5/8"Buffet &Grill''1/2"Push Thru Clear Acrylic w/White Backing \Buffet &Grill "\ -Bottom Sign Face Painted Bronze I PMS 411c \ ISOI I X "Main ID Approximate 120Volts 12Amps\o (T) Changeable Copy Cabinet Painted Bronze PMS 411c *f —CHANGEABLE COPY so I 0\Cn CN I V, Changeable Copy Approximate 120Volts 2.32Amps Sign Pole Painted Bronze PMS 411c Main ID Sign;125.99 Sq.Ft. Changeable Copy Sign:40.00 Sq.Ft Total:165.99 Sq.Ft.■ni Power From Building Approximate One 120Volts 20Amp Circuit\I signecT^DATE_g^22 lAIfI1 -I'-IO"-APTO ■lO"- Drawing #000-00-1A Approved By: Michelle Bush 11/10/2016 12:04 PM 528 Elmira St.Buriington,N.C 27216GoldenCorral-Gateway Sign Desien.dws Existing Proposed 14'3*-3"All Clear Acrylic UghtedBy MaxBrite Polar Waterproof Pure White 7000k LED Modules 3'13’-2" 2'-9-8’2'-6- i i i t >o, Top Sign Face Painted Red PMS 107cgolden,corral "28 3/4'G 20 3/4'C/w/3*Channel L^er 1/2-Push Thru Clear Acrylic w/White Backing Faux Neon R os Os - 1/2*Push Thru Clear Acrylic w/White Backing Faux Neon StripI '11 5/B'Buffet &Grill '1/2*Push Thru Clear Acrylic w/White Backing Steaks,Buffet &Bakery Buffet &GrillN I Bottom Sign FaceIPaintedBronzeIPMS411c \j I X 'Main ID Approximate 120Volt8 12Amp8 I Changeat^e Copy Cabinet Painted Bronze PMS 411c 1-*=*CHANGEABLE COPY CHANGEABLE COPY - e I '9 9 bs iA nrM Changeable Copy Approximate 120Volt8 2.32Amp8 Sign Pole Painted Bronze PMS 411cbs Main ID Sign:12S.99Sq.Ft. Changeable Copy Sign:40.00 Sq.Ft. Total:165.99 Sq.Ft. C)1♦ Power From Building Approximate One 120Volts 20Amp Circwt1/ IILsJ.?f I1 1r -r- -r-io"►-IMO"- 1 Drawing# 061-17-1 Approved By: JWichelle Bush 9/19/2017 11:02 AM 528 Elmira St.Burlington,N.C.27216,061-17-1 Golden Corral - 9'x 14'Existing Proposed Road Sign.dwg i PLAN #: RECEIVED BY: JOB ADDRESS: NAME &PHONE:^O^jo-S^S^3<d// HATF:CITY SET HUMBLE Environmental Solutions, Inc.Ms.Joanne Williams,National Restaurant Designers Golden Corral Restaurant,9663 FM 1960 Bypass,Humble,Texas Page 2 of 4 Friable/Non-Friable Materials:A Friable Asbestos-Containing Material (ACM)is a material that when dry, may be crumbled,pulverized,or reduced to powder by hand pressure,and includes non-friable material after such material becomes damaged to the extent that when dry it may be crumbled,pulverized,or reduced to powder by hand pressure (40 CFR 763.83). Analytical Procedures Bulk samples were analyzed by Environmental Analytical Services,LLC (EAS)in Houston,Texas,utilizing the Environmental Protection Agency’s Polarized Light Microscopy (PLM)Method for the Detection of Asbestos in Bulk Insulation Samples,(EPA 600/R-93/116),and the McCrone Research Institute’s The Asbestos Particle Atlas as method references.EAS is accredited by the National Voluntary Laboratory Accreditation Program (NVLAP),participates in the NVLAP Bulk Asbestos Sample Quality Assurance Programs, and is licensed to analyze bulk asbestos samples collected in the State of Texas (TDSHS #30- 0373). Analytical results:Of the materials collected and analyzed from Golden Corral Restaurant located at 9663 FM 1960 Bypass in Humble,Texas,none were found to contain asbestos (greater than 1%).The following table describes materials sampled,location(s),analytical results,friability,condition and quantity estimates of materials sampled. Sample Number Friability / Condition Estimated Quantity 3,500 sq.ft. Sample Description /Location Laboratory Results 01, 02,2’x2’Ceiling panels Dining room and restroom foyer Friable/ GoodNoneDetected03 04, 05,Yellow carpet glue Dining room in areas throughout Non-Friable/6,000 GoodNoneDetected06 sq.ft. 07, 08,Sheetrock and joint compound Throughout Non-Friable/ Good 14,500 sq.ft.None Detected09 10,11 2’x4’White (sheetrock)ceiling panels Kitchen areas throughout Non-Friable/ Good 2,200NoneDetected12sq.ft. Yellow fiberglass reinforced paneling (FRP) Kitchen areas throughout 13,14,Non-Friable/ Good 3,400 sq.ft.None Detected15 Rolled shingle roof Throughout lower flat roof Non-Friable/ Good 2,600 sq.ft.16 None Detected Gray tar on HVAC pads Areas on roof top Non-Friable/ Good 1217NoneDetectedIn.ft. Shingle Throughout sloped roof Non-Friable/7,500 Good18NoneDetected lin.ft. 19, 20,Pressed wood roofing Dining room,under sloped roof Non-Friable/7,500 GoodNoneDetected21 lin.ft. ESI Project No.:M13.31 Environmental Solutions, Inc.Ms.Joanne Williams,National Restaurant Designers Golden Corral Restaurant,9663 FM 1960 Bypass,Humble,Texas Page 3 of 4 Conclusion Of the materials sampled and analyzed from Golden Corral Restaurant located at 9663 FM 1960 Bypass in Humble,Texas,none were determined to contain asbestos by laboratory analysis.Due to the sometimes- difficult analysis of non-friable or resinously bound materials,most laboratories recommend that these types of materials,which were not found to contain asbestos,be analyzed using alternative methods of identification,such as Transmission Electron Microscopy, Please note that asbestos is regulated under Occupational Safety and Health Administration (OSHA); Environmental Protection Agency (EPA),National Emission Standards for Hazardous Air Pollutants (NESHAP);and Texas Department of State Health Services (TDSHS),Asbestos Health Protection Rules (TAHPR). You should also be aware that the EPA has not prohibited the manufacture of non-friable asbestos- containing materials,such as vinyl floorings,mastics,and roofing materials,joint compound as well as materials arriving from other countries. In addition,House Bill 1927 and the TDSHS TAHPR,prohibits the installation of asbestos-containing materials in public and commercial building,unless there is not an alternative material or part.Material Safety Data Sheets (MSDS)must be obtained for building materials or replacement parts.As a result,any future replacement materials should be checked for the presence of asbestos,or a certification from a licensed engineer or architect stating that the MSDS have been reviewed and in their professional opinion all parts of the building affected by the planned renovation or demolition do not contain asbestos. Limitations This report has been prepared to assist National Restaurant Designers in evaluating suspect ACMs at the Golden Corral Restaurant located at 9663 FM 1960 Bypass in Humble,Texas.Our objective was to perform our work with care,exercising the customary skill and competence of consulting professionals in the relevant disciplines in this region.The conclusions presented in this report are professional opinions based solely upon visual observations of the site,at the time of our investigation,and the results of laboratory analysis. The opinions presented herein apply to site conditions existing at the time of our investigation and those reasonably foreseeable.Quantities are preliminary quantities based on observations made during our survey.ESI cannot act as insurers,and no expressed or implied representation or warrant is included or intended in our report except that our work was performed,within the limits prescribed by our client,with the customary thoroughness and competence of our profession.Un-sampled asbestos-containing construction materials may be located in un-sampled exterior materials,and within walls,ceiling cavities,below flooring or grade,and other non-accessible areas.Precaution should be used in relation to these un-sampled materials until proper sampling and analysis have determined their asbestos content. ESI Project No.:M13.31 Environmental Solutions, Inc.Ms.Joanne Williams,National Restaurant Designers Golden Corral Restaurant,9663 FM 1960 Bypass,Humble,Texas Page 4 of 4 We appreciate the opportunity to provide environmental consulting services to National Restaurant Designers and look forward to assisting you with future projects.If you have any questions or need additional assistance,please call 713-934-9944. Sincerely, Environmental Solutions,Inc. Todd Guillory Project Manager Manager of Environmental Services CMC (M13 31 svy) Enclosure:Laboratory Analysis Report ESI Project No.:Ml3.31 environmental /\Anal'jtiealgdf)ervites,LLC f-r 13201 Northwest Freeway Suite 520 Houston,Texas 77040 Phone:713-343-4017 /Fax:713-934-9942 E-Mail:easlabs@aol.com i Polarized Light Microscopy Analysis (EPA-600/M4-82-020;600/R-93/116) Environmental Solutions Inc, 13201 Northwest Freeway Suite # 503 Houston,Texas 77040 Project: Golden Corral Date Analyzed:March 13,2013 Date Received.March 8,2013 Microscope:Olympus-CH-40 Analysis Time Requested:3-Days ESI Project #M13.31 Job:ESI13.60 Attn-Jerry HeardPhone-713-934-9944 Fax:713-934-9942 Asbestos Detected’ Yes/No Hotno- Geneous Asbestos Mineral Percent Non-Asbestos Fibers Non-Fibrous MaterialSample#Layer Sample Description (Y/N) 01 A White/Gray Ceiling Tile YES NO None Detected 40%Cellulose 20%Other 40%Fiberglass 02 A White/Gray Ceiling Tile YES NO None Detected 40%Cellulose 20%Other 40%Fiberglass 03 A White/Gray Ceiling Tile YES NO None Detected 40%Cellulose 20%Other 40%Fiberglass 04 A Yellow Mastic YES NO None Detected 2%Cellulose 98%Other 05 A Yellow Mastic YES NO None Detected 2%Cellulose 98%Other 06 A Yellow Mastic YES NO None Detected 2%Cellulose 98%Othei 07 A White Joint Compound YES NO None Detected 2%Cellulose 98%Other B White Tape YES NO None Detected 100%Cellulose C White/Brown Sheetrock YES NO None Detected 30%Cellulose 70%Other NVLAP #200784-0 DSHS #300373 Control #95392 Page 1 of 4Noies calibralcd visual cslimatcs traceabloo NIST sundardrfor'TOutacd'^lsios'lTOcr'XnalvsS "'dlcnal is recommended m this case All asbestos percentages are based on reports relates onij to the items tested Neither NXT-AP nor EPA accreditation implies endorsement bv am US Go 1"“tlspending on the actual concentration of asbestos This testEnvironmentalAnalyticalServices^'°^Government agency This repoit may not be reproduced except in ftill without wntteiipermissionfrom m™c:Twhrh 'hcTc'lLtTrcrVo"!mefrS^'standard wamanty and limitation ofhability provisions and no responsihilitv or liahihiy is assumed for therangesreponedareestimatesandno.abso^^rSmtalige value,®(’<»before discarding Pcrctnl Analyzed by:Approved Signatory:Arthur Hernandez Arthur Hernandez environmental Anal>(tital ■^-211 Services.L!X 13201 Northwest Freeway Suite 520 Houston,Texas 77040 Phone:713-343-4017 /Fax:713-934-9942 E-Mail:easlabs@aol.coni Polarized Light Microscopy Analysis (EPA-600/M4-82-020;600/R-93/116) r H i Environmental Solutions Inc, 13201 Northwest Freeway Suite #503 Houston,Texas 77040 Project. Golden Corral Date Analyzed-March 13,2013 Date Received.March 8,2013 Microscope.Olympus-CH-40 Analysis Time Requested-3-Days ESI Project #M13.31 Job-ESI13.60 Attn:Jerrv HeardPhone: 713-934-9944 Fax:713-934-9942 Asbestos Detected’ Yes/No Homo- Gen eous Asbestos Mineral Percent Non-Asbestos Fibers Non-Fibrous Material 98%Other Sampletl Layer Sample Description (Y/N)8 A White Joint Compound YES NO None Detected 2%Cellulose B White Tape YES NO None Detected 100%Cellulose C White/Brown Sheetrock YES NO None Detected 30%Cellulose 70%Other 9 A White Joint Compound YES NO None Detected 2%Cellulose 98%Other B White Tape YES NO None Detected 100%Cellulose C White/Brown Sheetrock YES NO None Detected 30%Cellulose 70%Other 10 A White Vinyl Face YES NO None Detected 100%Other B White/Brown Ceiling Tile YES NO None Detected 30%Cellulose 70%Other II A White Vuiyl Face YES NO None Detected 100%Other NVLAP #200784-0 DSHS #300373 Control #95392 Page 2 of 4Nous calibrated usual esuniatu.Iraccablc’^lo NIST a^a^S"fo?r^u'taed"Kbesws typS pcrccraMa mS**"bl"^"“'asbesios perutnlages are based on reports relates only to Ihe items tested Neither NVTAP nor E?,\accrednSonTwlies'^ndorser^ent bi a^nv rl el 7°P“«"l=ac!depending on the actual conceniralion of asbestos This testEnvironmentalAnalyticalSemcesaccteoiiationimpliesendorsementbjanyUS Gosetnmem agency This tepott may not be reptoduced except in full without written petmission from ™:r:“i;mhi^rn&:iit^r;3-ursst.:.i:d*::rini?o'::rrrangesreponedareesunntesandnotabsolutepercentrangevalues ^^"'"'‘r P”)days belore discarding Percent Analyzed by:Approved Signatory;Arthur Hernandez Arthur Hernandez 6nvironmental / \Ana^fital LLC 13201 Northwest Freeway Suite 520 Houston,Texas 77040 Phone:713-343-4017 /Fax:713-934-9942 E-Mail:easIabs@aol.com Polarized Light Microscopy Analysis (EPA-600/M4-82-020;600/R-93/116) Environmental Solutions fnc, 13201 Northwest Freeway Suite #503 Houston,Texas 77040 Project' Golden Corral Date Analyzed;March 13,2013 Date Received:March 8,2013ESIProject#M 13.31 Job:ESI13.60 Attn.Jerry Heard Microscope:Olympus-CH-40 Analysis Time Requested-3-DaysPhone:713-934-9944 Fax-713-934-9942 Asbestos Detected? Yes/No Homo- Geneous Asbestos Mineral Percent Non-Asbestos Fibers Non-Fibrous MaterialSample#Layer Sample Description 11 B White/Brown YES NO None Detected 30%Cellulose 70%Other Ceiling Tile 12 Wliite Vinyl FaceA YES NO None Detected 100%Other B White/Brown Ceiling Tile YES NO None Detected 30%Cellulose 70%Other A Yellow Mastic YES NO None Detected 2%Cellulose 98%OtherJ B White Material YES NO None Detected 40%Fiberglass 60%Other 14 A Yellow Mastic YES NO None Detected 2%Cellulose 98%Other B White Material YES NO None Detected 40%Fiberglass 60%Other 15 A Yellow Mastic YES NO None Detected 2%Cellulose 98%Other B White Material YES NO None Detected 40%Fiberglass 60%Other NVLAP U 200784-0 DSHS #300373 Contiol #95392 Page 3 of 4Notes Some samples (floor tiles surfacing etc)may contain fibers loo small loo be delectable by PLM TEM Chatlield analysts of bulk material is recommended in this case All asbestos percentages are based on..alibrated visual estimates traceable to NIST standards for regulated asbestos tj-pcs Analysts paceniages fall within a range of acceptable percentages,depending on the actual concentration of asbustos This testsportsrelatesonlyto the items tested Neither N\T.AP nor EPA accreditation implies endorsement bv any US Government agency This report may not be reproduced except in full without wTitten permission troinEnvironmentalAnalyticalServicesrrk These results are submitted pursuant to EAS current terms and com' manner tn which the results art used or interpreted Unless notified ranges reponul are estimates and not absolute percent range values ditton of sale,including the company s standard warranty and limitation of liability provisions and no responsibility or liability isassumul for the1mwritingto return the samples covered by this report EAS will store the sample^for a penod of ninety (90)days before discarding Percent Analyzed by:Approved Signatory; Arthur Hernandez Arthur Hernandez Environmental / A Anal'fti^al/j—24^ervi6es 13201 Northwest Freeway Suite 520 Houston,Texas 77040 Phone:713-343-4017 /Fax:713-934-9942 E-Mail:easlabs@aoLconiLIX Polarized Light Microscopy Analysis (EPA-600/M4-82-020;600/R-93/116) Environmental Solutions Inc, 13201 Northwest Freeway Suite # 503 Houston,Texas 77040 Project: Golden Corral Date Analyzed:March 13,2013 Date Received-March 8,2013ESIProject#M13.31 Job-ESI13.60 Attn: Jerry Heard Microscope:OIympus-CH-40 Analysis Time Requested:3-DaysPhone:713-934-9944 Fax.713-934-9942 Asbestos Detected’ Yes/No Homo- Geneous Asbestos Mineral Percent Non-Asbestos Fibers Non-Fibrous MaterialSample#Layer Sample Description (V/N) 16 A Gray/Black Rolled Roofing YES NO None Detected 30%Cellulose 60%Other 10%Fiberglass 17 A Black/Gray Tar YES None Detected '20%Cellulose 80%OtherNO 18 A Gray/Black Roofing Shingle YES NO None Detected 10%Fiberglass 90%Other 19 A Tan/White Material YES NO None Detected 80%Cellulose 20%Other 20 A Tan/White Material YES NO None Detected 80%Cellulose 20%Other 21 A Tan/White Material YES NO None Defected 80%Cellulose 20%Other NVLAP #200784-0 DSHS #300373 Control #95392 Page 4 of 4Noies EConUl veered..,.,on .mpi.es endorsomen.by nnv US Go.-=n.n,cn.agency Th„repon may no. bn reproduced eecep.,n fi.ll „„bou.rvm.en perm,,s,on from on Percent Analyzed by:Approved Signatory: Arthur Hernandez Arthur Hernandez ■ivironmental Solutions,13201 Northwest Free Bulk Sample Chain-Of-Custodv /,Suite 503 Houston,Texas 77040Phone:713-934-9944 Fax:713-934-9942Inc. ESI Project No Project I.D. 6old Coffr'l 3 rkiyrDateRequested Date Collected 3/S /f ^1Page Friable (F)/ Non-Friable (NF) Of Sample No.Material Sampled Estimated Quantity Sample Location Material Location{s)and any Damage Condition <o/.OZ o!-J RQ F y/NF 350°-yv J\ -OZ ^Goggypair /PoorSig^amagedo3' oh F /(nfJo-y ooooo'.?- ^Fair /PoorDamaged F / ^00^Fair /Poor Sig Damaged 06 \' Q7j£)?-)o7 - eP- Og t>>JirWvr^ lO -12'JxhA'y^ TC Q-7 :!JOj D;2 ^ji^ydchr-NF 2200©h'k \}Z-%$pody Fair /Poor Sig.Damaged SFiQ-'%» 13 'KAJL lr>,dlhyy-CWKjc^F /(NF 3Voo>£?6/-7 Fair /Poor splizlSig.DamanjyiJUcio/oL?>v^^F /(^NFH zboo/6' Gooy/Fair /PoorSig'Damaged 5P SAMPLES COLLECTED BY; Name: NOTES: Todbl 6;;l)ilihiDate:^LAB -Analyze to FIRST POSITIVE Email results to JHeard@esi-texas.com RELINQUISHED TO: Name:Date: .ivironmental Solutions, Inc. 13201 Northwest Free...y,Suite 503 Houston,Texas 77040 Phone:713-934-9944 Fax:713-934-9942 EIZ //Go Bulk Sample Chain-Of-Custody 3 d^Date Requested ESI Project No Project I D.P\j Date Collectedslalts ^ofrAi3.?)1 Page Friable (F)/ Non-Friable (NF)Estimated QuantitySampleNo.Material Sampled Sample Location Material Location(s)and any Damage Condition F9^n f2 [go^/Fair /PoorSlg"^Damaged Lf ^) -/y 1X0 GoodJjFair /Poor"Sig-t^nna^ p)r>JlooeA l1 -Cu/r.A^-iSoo.20-Goq^I Fair /Poor Sig Damaged ^AZ^1-V I F /NF Good /Fair /Poor Sig.Damaged F /NF Good /Fair /Poor Sig.Damaged F /NF Good /Fair /Poor Sig.Damaged NOTES:SAMPLES COLLECTED BY: Name Date;^LAB -Analyze to FIRST POSITIVE Email results to JHeard@esi-texas.com RELINQUISHED TO: Name Date P/n jjpt>BF Bi<: 41T-*‘tKm -■• ft.■.'M-i-'fLNa /fy 2/■" r'Fine .y' //it■HATCH INDICATES LANDAREA TO BE AOUIRED /44%5 ZZ)'/y<zz:A 7Z//■/n Hy Revisions: Mark Dote ByyiyfyifAiyy.I y'’4 X 4I7^-/,4.4y:44 i«ark Date Byi. A-X !7V ■7 } etri.yZM i■7 9 ■y///h ^ork Dote ByJ*r,-4 4'./'—y./•.4/U y Ar44..'■7 irrh-,-r <i .fha{{r-t IyA Seali'-l SCT i/V «C .Kt.^m.0 t(ate.r•>/GOlDei CORRAL£&/iU>8AKRCSTAURANT I1 Ii/ /I C-R-H-0I/ RCSTAURAHT |‘f.I 7.aeoi*./»M-a>»i 5?^V ©> jr J*1 !a:r:2 1 1 H 3E V.A'H5 t I®••• 04-2r2r w f 59.1LJL H H M It PROPOSai Srre TABULATION J .ROLOei CORRAL PARCEL AREA:^B/S RESTAURANT PARCS.AREA: TOTAL PARCa AREA: ft ©Io ADDRESS76580SP. 69363 S5.»k k/r K-6' EXfSTMG PARCa AREA: REQURS)AOOmONAL AREA: TOTAL PARCa AREA: 973BS5. 62.050 &F.r.M.I960 NEAR TOWNSEN BLVD. HUM9l£.7X o©ft SHEET TITLE PREUMINARY SITE PLANPROPOSEDBUEDWE GOiD»CORRAL BUEDME AREA. B/5 RESTAURANT BUUIME AREA: iII 10391 SP. 7390 SF.|f _ 7 F»»/r *1 ISSUE DATE:- GOLDBl CORRAL BJS RESTAURANT: TOTAL PARKME PROVDe> 171 STALLS 62 STAUS*□”•0TS8^i JoD No.:14=2St Stwe Dote Drown By :_n: Checked By:=; FJi.1900 (.iKf lUXW.)323 STAUS 10-12-IS<¥ PR61MNARY SIT€PLAN PSP-2AV-fI H > .izrt\ Environmental Solutions, Inc.Ms.Joanne Williams,National Restaurant Designers Golden Corral Restaurant,9663 FM 1960 Bypass,Humble,Texas Page 2 of 4 Friable/Non-Friable Materials:A Friable Asbestos-Containing Material (ACM)is a material that when dry, may be crumbled,pulverized,or reduced to powder by hand pressure,and includes non-friable material after such material becomes damaged to the extent that when dry it may be crumbled,pulverized,or reduced to powder by hand pressure (40 CFR 763.83). Analytical Procedures Bulk samples were analyzed by Environmental Analytical Services,LLC (EAS)in Houston,Texas,utilizing the Environmental Protection Agency’s Polarized Light Microscopy (PLM)Method for the Detection of Asbestos in Bulk Insulation Samples,(EPA 600/R-93/116),and the McCrone Research Institute’s The Asbestos Particle Atlas as method references.EAS is accredited by the National Voluntary Laboratory Accreditation Program (NVLAP),participates in the NVLAP Bulk Asbestos Sample Quality Assurance Programs, and is licensed to analyze bulk asbestos samples collected in the State of Texas (TDSHS #30- 0373). Analytical results:Of the materials collected and analyzed from Golden Corral Restaurant located at 9663 FM 1960 Bypass in Humble,Texas,none were found to contain asbestos (greater than 1%).The following table describes materials sampled,location(s),analytical results,friability,condition and quantity estimates of materials sampled. Sample Number Friability / Condition Estimated QuantitySampleDescription/Location 2’x2’Ceiiing paneis Dining room and restroom foyer Laboratory Results None Detected01,02,Friable/ Good 3,500 sq.ft.03 04,05,Yellow carpet glue Dining room in areas throughout Sheetrock and joint compound Throughout 2’x4’White (sheetrock)ceiiing paneis Kitchen areas throughout Yeiiow fibergiass reinforced paneiing (FRP) Kitchen areas throughout Rolled shingle roof Throughout lower flat roof Gray tar on HVAC pads Areas on roof top Shingle Throughout sloped roof Non-Friable/ Good 6,000 sq.ft. 14,500 sq.ft. None Detected06 Non-Friable/ Good 07,08,None Detected09 2,20010, 11,Non-Friable/ GoodNoneDetected sq.ft.12 13, 14,Non-Friable/ Good 3,400 sq.ft.None Detected15 Non-Friable/ Good 2,600 sq.ft.None Detected16 Non-Friable/ Good 12NoneDetected17In.ft. Non-Friable/ Good 7,500 lin.ft.None Detected18 19, 20,Pressed wood roofing Dining room,under sloped roof Non-Friable/ Good 7,500 lin.ft.None Detected21 ESI Project No.:Ml3.31 Environmental Solutions, Inc.Ms.Joanne Williams,National Restaurant Designers Golden Corral Restaurant,9663 FM 1960 Bypass, Humble,Texas Page 3 of 4 Conclusion Of the materials sampled and analyzed from Golden Corral Restaurant located at 9663 FM 1960 Bypass in Humble,Texas,none were determined to contain asbestos by laboratory analysis.Due to the sometimes- difficult analysis of non-friable or resinously bound materials,most laboratories recommend that these types of materials,which were not found to contain asbestos,be analyzed using alternative methods of identification,such as Transmission Electron Microscopy. Please note that asbestos is regulated under Occupational Safety and Health Administration (OSHA); Environmental Protection Agency (EPA),National Emission Standards for Hazardous Air Pollutants (NESHAP):and Texas Department of State Health Services (TDSHS),Asbestos Health Protection Rules (TAHPR). You should also be aware that the EPA has not prohibited the manufacture of non-friable asbestos- containing materials,such as vinyl floorings,mastics,and roofing materials,joint compound as well as materials arriving from other countries. In addition.House Bill 1927 and the TDSHS TAHPR,prohibits the installation of asbestos-containing materials in public and commercial building,unless there is not an alternative material or part.Material Safety Data Sheets (MSDS)must be obtained for building materials or replacement parts.As a result,any future replacement materials should be checked for the presence of asbestos,or a certification from a licensed engineer or architect stating that the MSDS have been reviewed and in their professional opinion all parts of the building affected by the planned renovation or demolition do not contain asbestos. Limitations This report has been prepared to assist National Restaurant Designers in evaluating suspect ACMs at the Golden Corral Restaurant located at 9663 FM 1960 Bypass in Humble,Texas.Our objective was to perform our work with care,exercising the customary skill and competence of consulting professionals in the relevant disciplines in this region.The conclusions presented in this report are professional opinions based solely upon visual observations of the site,at the time of our investigation,and the results of laboratory analysis. The opinions presented herein apply to site conditions existing at the time of our investigation and those reasonably foreseeable.Quantities are preliminary quantities based on observations made during our survey.ESI cannot act as insurers,and no expressed or implied representation or warrant is included or intended in our report except that our work was performed,within the limits prescribed by our client,with the customary thoroughness and competence of our profession.Un-sampled asbestos-containing construction materials may be located in un-sampled exterior materials,and within walls,ceiling cavities,below flooring or grade,and other non-accessible areas.Precaution should be used in relation to these un-sampled materials until proper sampling and analysis have determined their asbestos content. ESI Project No.:M13.31 Environmental Solutions, Inc.Ms.Joanne Williams,National Restaurant Designers Golden Corral Restaurant,9663 FM 1960 Bypass,Humble,Texas Page 4 of 4 We appreciate the opportunity to provide environmental consulting services to National Restaurant Designers and look forward to assisting you with future projects.If you have any questions or need additional assistance,please call 713-934-9944. Sincerely, Environmental Solutions,Inc. Todd Guillory Project Manager Manager of Environmental Services CMC (M13.31 svy) Enclosure:Laboratory Analysis Report ESI Project No.:Ml3.31 ,rq £>nvironme^ntalIAnal>(ti6al^M^>ervi6e6,UX 13201 Northwest Freeway Suite 520 Houston,Texas 77040 Phone:713-343-4017 /Fax:713-934-9942 £-Mail:easlabs@aol.coni i. Polarized Light Microscopy Analysis (EPA-600/M4-82-020;600/R-93/116) Environmental Solutions Inc, 13201 Northwest Freeway Suite #503 Houston,Texas 77040 Project: Golden Corral Date Analyzed:March 13,2013 Date Received:March 8,2013 Microscope:Olympus-CH-40 Analysis Time Requested:3-Days ESI Project#M 13.31 Job: ESI13.60 Attn:Jerry HeardPhone:713-934-9944 Fax-713-934-9942 Asbestos Detected? Yes/No Homo- Geneous Asbestos Mineral Percent Non-Asbestos Fibers Non-Fibrous MaterialSample#Layer Sample Description 01 A White/Gray Ceiling Tile YES NO None Detected 40%Cellulose 20%Other 40%Fiberglass 02 A White/Gray Ceiling Tile YES NO None Detected 40%Cellulose 20%Other 40%Fiberglass 03 A White/Gray Ceiling Tile YES NO None Detected 40%Cellulose 20%Other 40%Fiberglass 04 A Yellow Mastic YES NO None Detected 2%Cellulose 98%Other 05 A Yellow Mastic YES NO None Detected 2%Cellulose 98%Other 06 A Yellow Mastic YES NO None Detected 2%Cellulose 98%Other 07 A White Joint Compound YES NO None Detected 2%Cellulose 98%Other B White Tape YES NO None Detected 100%Cellulose C White/Brown Sheetrock YES iNONoneDetected30%Cellulose 70%Other j NVLAP #200784-0 DSHS #300373 Control #95392 Page 1 of 4 li Notes recommended m th.s case All asbestos pereemages are based on reports relates only to the tiems tested Nctthcr N\'LAP norWA^K^nanon P“'^‘“Ses fall within a range of acceptable percentages,depending on the actual concenltation of asbestos This testEnvironmentalAMlyticalSemces^accreditation implies endorsement by any US Government agency This repon may not be reproduced excepl rn foil wilhoul wnllen permission from I !Percent Analyzed by:Approved Signatory:iiArthurHernandezArthurHernandez I EnvironmentalMAnal>(ti6al ^>ervices.Ltd .r"13201 Northwest Freeway Suite 520 Houston,Texas 77040 Phone: 713-343-4017 /Fax:713-934-9942 E-Mail:easlabs@aoLcom Polarized Light Microscopy Analysis (EPA-600/M4-82-020;600/R-93/116) U-.-M Environmental Solutions Inc, 13201 Northwest Freeway Suite #503 Houston,Texas 77040 Project: Golden Corral Date Analyzed;March 13,2013 Date Received;March 8,2013 Microscope:Olympus-CH-40 Analysis Time Requested:3-Days ESI Project #M13.31 Job:ESI13.60 Attn: Jerry HeardPhone:713-934-9944 Fax:713-934-9942 Asbestos Detected? Yes/No Homo- Geneous (Y^White Jomt Compound YES Asbestos Mineral Percent Non-Asbestos Fibers Non-Fibrous MaterialSample#Laver Sample Description 8 A NO None Detected 2%Cellulose 98%Other B White Tape YES NO None Detected 100%Cellulose C White/Brown Sheetrock YES NO None Detected 30%Cellulose 70%Other 9 A .White Jomt Compound YES NO None Detected 2%Cellulose 98%Other B White Tape YES NO None Detected 100%Cellulose C White/Brown Sheetrock YES NO None Detected 30%Cellulose 70%Other 10 A White Vmyl Face YES NO None Detected 100%Other B White/Brown Ceiling Tile YES NO None Detected 30%Cellulose 70%Other 11 A White Vmyl Face YES NO None Detected 100%Other j I. 4 NVLAP #200784-0 DSHS #300373 Control #95392 Page 2 of 4Notes ™So'NIsrLXrfo?r^'S’J'^b.r ™“atncld analysts of bulk ma.enal ,s recommendad m .b,a case Ail asbestos peteenuges are based Jon testagencyThisreportmaynotbereproducedexceptmfiilJwithoutwnnenpermissionfrom '1 I 'i IAnalyzedby:ItApprovedSignatory: Arthur Hernandez Arthur Hernandez i: 4 j 16iivironmental L>ervi6es,LIX 13201 Northwest Freeway Suite 520 Houston,Texas 77040 Phone: 713-343-4017 /Fax:713-934-9942 E-Mail:easlabs@aol.coni Polarized Light Microscopy Analysis (EPA-600/M4-82-020;600/R-93/116) Environmental Solutions Inc, 13201 Northwest Freeway Suite #503 Houston,Texas 77040 Project: Golden Corral Date Analyzed:March 13,2013 Date Received:March 8,2013ESIProject#M13.31 Job: ESI13.60 Attn: Jerry Heard Microscope:Olympus-CH-40 Analysis Time Requested:3-DaysPhone:713-934-9944 Fax:713-934-9942 Asbestos Detected? Yes/No Homo- Geneous Asbestos Mineral Percent Non-Asbestos Fibers Non-Fibrous MaterialSample#Layer Sample Description 11 B White/Brown YES NO 30%Cellulose 70%OtherNoneDetected Ceiling Tile 12 A White Vmyl Face YES NO None Detected 100%Other B White/Brown Ceiling Tile YES NO None Detected 30%Cellulose 70%Other 13 A Yellow Mastic YES NO None Detected 2%Cellulose 98%Other B White Matenal YES NO None Detected 40%Fiberglass 60%Other 14 A Yellow Mastic YES NO None Detected 2%Cellulose 98%Other B White Material YES NO None Detected 40%Fiberglass 60%Other 15 A Yellow Mastic YES NO None Detected 2%Cellulose 98%Other B White Matenal YES NO None Detected 40%Fiberglass 60%Other NVLAP #200784-0 DSHS #300373 Control #95392 Page 3 of 4Notes Some samples (floor tiles,surfacing,etc)may contain fibers too small too be detectable by PLM TEM Chatfleld analysis of bulk matenal is recommended in this case All asbestos percentages are based oncalibratedvisualestimatestraceabletoNISTstandardsforregulatedasbestostypesAnalysispercentagesfallwithinarangeofacceptablepercentages,dependingon the actual concentration of asbestos This testreportsrelatesonlyto the items tested NeiUier NVLAP norEPA accreditation implies endorsement by any US Government agency This report may not be reproduced except in full without written permission fromEnvironmentalAnalyticalServices These results are submitted pursuant to EAS current terms and condition of sale including the company s standard warramy and limitation of liability provisions and no responsibility or liability is assumed for themannerinwhichthe results are used or interpreted Unless notified in writing to return the samples covered by this report EAS will store the samples for a period of ninety (90) days before discarding Percentrangesreportedareestimatesandnotabsolutepercentrangevalues ! jAnalyzedby;Approved Signatory: Arthur Hernandez Arthur Hernandez ,1 Environmental (jk Anal>(ti6al Services.LLE 13201 Northwest Freeway Suite 520 Houston,Texas 77040 Phone:713-343-4017 /Fax:713-934-9942 E-MaiI:easIabs@aol.com Polarized Light Microscopy Analysis (EPA-600/M4-82-020;600/R-93/116) ©• Environmental Solutions Inc, 13201 Northwest Freeway Suite #503 Houston,Texas 77040 Project: Golden Corral Date Analyzed:March 13,2013 Date Received:March 8,2013 Microscope:Olympus-CH-40 Analysis Time Requested:3-Days ESI Project #M13.31 Job: ESI13.60 Attn: Jerry HeardPhone:713-934-9944 Fax:713-934-9942 Asbestos Detected? Yes/No Homo- Geneous Asbestos Mineral Percent Non-Asbestos Fibers Non-Fibrous MaterialSample#Layer Sample Description iMl16AGray/Black Rolled Roofing YES NO None Detected 30%Cellulose 60%Other 10%Fiberglass 17 A Black/Gray Tar YES NO None Detected 20%Cellulose 80%Other 18 A Gray/Black Roofing Shingle YES NO None Detected 10%Fiberglass 90%Other 19 A Tan/White Material YES NO None Detected 80%Cellulose 20%Other 20 A Tan/White Material YES NO None Detected 80%Cellulose 20%Other 21 A Tan/White Material YES NO None Detected 80%Cellulose 20%Other i ii NVLAP #200784-0 DSHS #300373 Control #95392 Page 4 of 4 i Notes ■«>>>'=>»'■’‘-M TEM Cl.a.fid<i a,uly.s,s of bulk malend ,s ercommended .n th,s case All asbestos percentages are based onelrtsSationW rthe X S “pctcemases,dependtng on the actual coneentreL of asbestos Tins testEnCnme“ml ^1“accredttatton tmpl.es endorsement by any US Government agency This report may not be erproduced except ,n full without wntten perm,ss,on from ft ma^nerTwh^IheTrliX me uT ''“'""‘y ««l»'«'l>.l.>y or babihty ,s assumed for therg^rlportcll't;““VS before d.searthng Percent Analyzed by;Approved Signatory:I Arthur Hernandez Arthur Hernandez i -ivironmental Solutions,13201 Northwest Free Bulk Sample Chain-Of-Custodv /,Suite 503 Houston,Texas 77040Phone:713-934-9944 Fax:713-934-9942 Inc. ESI Project No.Project I.D. 6old .ehJ Co<Tr'3 Date Requested Date Collected 3/8/l ^Page Friable (F)/ Non-Friable (NF) of Sample No.Material Sampled Estimated Quantity Sample Location Material Location(s)and any Damage Condition 3.x Z urfA CPW O!F y/ NF 35cPo9OZ Goo^Fair /PoorSijfDamagedo3- CKnrMj>ji^ o-/3 F Vh o'!?-gdoq Goom Fair /Poor '■Srg^amaged F / ^Go^Fair / Sig Damaged 00 \' Q7j£)?’j)oi -ea og --SR*t JC 22 Poor 2^H (T-SitJcPV 7^lO -/24^.^c^,'v^NF M -*\>Z-vjpod^Fair /Poor Sig.Damaged.5Fla'\* )3 -'■K F /(NF 3Vcoiw-'/Fair /Poor sp»»\ill Sig.Dama^UyibA o/oLAv^^)<y R-oy (^o^/Fair/PoorSig.Damaged F /(^NF/O'ZtPD 5P SAMPLES COLLECTED BY:NOTES: Tndbl B,:i\ikhMName:Date:^lab-Analyze to FIRST POSITIVE Email results to JHeard@esi-texas.com RELINQUISHED TO: Name:Date:54 nvironmental Solutions, 13201 Northwest Free.Suite 503 Houston,Texas 77040 Phone:713-934-9944 Fax:713-934-9942 E SI /j(oo Bulk Sample Chain-Of-Custody Inc. 3 - Date Rec uested ESI Project No.Project I D,CdE r!>\j Date Collected3/>//3rAl3.?)1 Page Friable (F)/ Non-Friable (NF)Estimated QuantitySampleNo.Material Sampled Sample Location Material Location(s)and any Damage Condition F /^jsIF^12n Gootjfl Fair /Poor Damaged Lf r - F NF 1X0 GoodJ)Fair /Poor'Sig.uamaoed TpnJlcOeAl1-I F Nl -f^oOI^O->■>Goojy/Fair /PoorSig'^DamagedVI F !NF Good /Fair /Poor Sig.Damaged F /NF Good /Fair /Poor Sig Damaged F /NF Good /Fair /Poor Sig.Damaged NOTES:SAMPLES COLLECTED BY: Name:Date:^LAB -Analyze to FIRST POSITIVE Email results to JHeard@esi-texas.com RELINQUISHED TO: Name:Date. 4 4 NON-STANDARD Fao*Badcgroimd • PiiirM R«d Akzo NoM #SIQMeC77 wNh QIOM CtoarCoal Gk>ldMi Corral-r OMpChannel -ClMtf MItipteTub*Hm-13rnm PatniMJ Yellow Akzo Nobel #SIGN40062 with Qloee Clear Coat 3”Bonier Channel wd Sign Filler Bronze Akzo Nobel #AKZ012ALU-43313 (a*er Coal -Matte FMsh) r face border -Clear Red Single TUb*Neon-15mm Painted Yellow Akzo Nobel #SIGN40062 wNh Gloas Clear Coat REPLACE AND REPAIMT ' SUPPORT &SECONDARY CABINET PER NOTES■ak.ti I f-1 3/*8’-€-~I FDESII SFIi11COITOi 1'-1 3/4 r-10-BufM&QrW- 1 ’/4"Rev.Pan Ch«in«lw/Houled Copy and Whll«Poty Back-op H.O.FhiorMcent Internal IRumlnaHon24’-«’ 5'-rPHOTOSimVETOFEXKTMeD/F PYLON SKIN /REPLACE MAIN CAMET AND REPMMT U MQlflRED i Existing Sign Cabinet - Repaint Bronze #AKZ012AUM3313 (Cleer Ceet •Matte FMah) Faces to be White Poly Formed vrith 3"Planked Bkg’d10"on 11”Flat Chang^le Copy (EWnWey Letters) H.O.Fhjoreeenl Munlnetion Existing Pole Cover Rop (Shorwm WNMmo -SpoeM Mix) 120 Amp 8 Position Panel 4 Breakers 120 Volls APPROVED SUBJECT TO FIELD VERIFICATION SIGNED O REPLACE EXISTING D/F PYLON SIGN W/NEW D/F CUSTOM FEDERAL HEATH (MH)Change from refacr ot Replaca as shown This original dr^iwing ii pmvkM /K piaa nf j planned project and IS nor lo be enhiMted. copied or fefwoduced withoLit (he written p e r m I s $I o Federal Heath Sign Company LLC or irs authtvtTcd agent.©FHSC Pw^/tocaiion:DEEWALUCEAcoouwHep:23-15616-10-R2(MM)ghsck pigiynajopg QAtLmak.?i-.6-JobNurreer MARY McKenziePrfl)ea Manager:No»tmbr9>2012ewe:MICHAEL HARRIS SIGN COMPANY www.FedeTalHeath.com SlDre#567 9663 FM1960 West Hunbk,Texas77338-0000 ofCeiMtMpitiMPtfNsInkierirvAUyNMAAauh/UciiMFMWiniMMMb ile«ei«>PiodMtSam0inFwEsaccC(MiA(aKh.1 Of 1yurtNtmbPT. event/V’pfowa^te; LavAord Appraval/Date;.Bufidfng Ouafi^Signage SUnee 1901 ZSMMaeWHI^HMiFtXf Mnt.Design NLfTfccr 23-15616-10-R2iBiTtoe-eg??mainrews arifti7)MS.9te3 attiesf see mr ri tapaees. Msesvpews Golden Corral 96S3 FM 1960 Bypass Rd W t}^--ii;■.»!m lolM^rkel ■:t2i : .1 PLAN#:I received BY: J0BADDRESS:^mg3name&PHONE.-^S^ DAii;.-CITY SET HUMBLEL!MS I2S I i \Yl'‘r'** !’^1 «‘•v.r -* MtiirtwWIIIfeW[,ihT"5 '►•‘'j=T'^iF.:'fpr'i 115!£0JUL-ei2-1.3?i2 Series 770 DOUBLE CHECK VALVE I BACKFLOW preventerbizes:4", 6",8” I I ! I c a • I The 770 Sprip-5 Double Check Valve BucktowPfevenierisdesignedlopreventIhoinwaterlinebandtoprevprltpol!i;lfcdenteringintothepoiohiewpte^sysin^nranbeappliedtoavarietyofinritallihio..^-v^h■^■dSrVe oThazard is considered ro b?ow to -^teimediate and where approved (or $pe«V-'■'•''V?'^utions770senesfeaturesahiodoi.V fpr'ng loaJ jd |dSio’n which facilitates vertical or horriO'MuJ in.-.iJ'S'S Check with local authority Mavirty jort-odre-tor installation retiuirements. if>c c .5''<\rJ ••if ii I 'vh>‘-«vtion lion mf ClSID •V RamovahlB bronzo seatsStamlosssteelinternsiMaximumflowatlow w,ih'.L-r'orrrarr-Compact for ©comomy comhiriod «i'l p.r orman^gDes.qr>simplicity for easy mainten^nc<'Oiicile irnn bodies for maximiiir' 1 ..rtViAO"f'*1^.i^:w/1 ti¥y-'/•I ,--- 'I r y¥)V./-4c¥t- (Opeontenn br (.olnhOmON f-Suffix nrs^rw Ii'^,wiin 'Qi..iieni seaino r^Ji-^-« ih lUl ‘FM)rfS'll'^nt JOiM'-'f b.OT-FOA -epozy rOAlnfl Orjar^r'i -vn bi.i ' QT ."rtrlll Ou^rlff t.in1,tr.-, bliyl'utf!. LF -without Chut dH vnivric-'S -with strainer (FDA 4rif«u'-t ,1 I r '/!Ii% I"os&y-ftw * rii 1/'—j ■..l,r-'1 '.C>H vili"yr> V. !ASSEWRi y ^yior-Vi-C ►'0 770 ‘?-ri'i‘-;features a .,,inoiilifiios cc-nplcie rnaintenano-L‘,''.ru-ms.'yvd."l-'r fiiSt ci-'d iev-C «vk ^v"-and can be IrrtBrebanged,i 9^I 'Ai * t /-Kn*■dylOr dcr-g"c?rr.''r__uForDoubleCheckVa»vc Dttcktl'ow 5AdoublecheckvalveassemblyshtiH| "1C '.he ‘iKvi "?W\ referenced cross cormectionsbe«.r-kflow of polluted water into fhe pot.:?bk-water■uoply The assembly shall consist,ct ^'^9'deoendently operating center stem guided checkSuterkLh^chock module sh«r;capturedspring,replaceable seal r^m^n-r'i.^ea z ^disc The assembly shall also include h ^end two resilient seated .soki'o..va-zp - nafirtOfn V//rrt' ^1?''RlSGliLATOj-»»»-nvr ->• _-frt74,„-.HDOTP.S.S15 ChdslnulSt I Ahdovri "'■A W'/;MAIL Bu’62.'}I fwrenM Mf OiBW Tn.';*T«l l5ah)&:MBll Fa/.>06) 79'i-'r/Inmrnztlnniil^SiiWlfl'Jirles Wjr.wlu''Kalo?wlderbid)b'''I"!'-'''’'’^6:, test cocks The assembly shaH oe ''I-of ASSE Gtci.1015;AW/Vt-Std.OjIi..Wens iKec/iilanv-Serieo V- requirementseSA&64..5 and shall be a 770. ■jt^2hZE6£TZ-din03 Tiatld SEiBT 26/hi 130dS/h i I r o o 8738October27,1992 tollioltIwimiM uiltoTOO CO 1800 Mr.Robert L-Boyles Building Official City of Humble 114 West Higgins P.O.Box 1627 Humble,TX 77338 Golden Corral Restaurant 9663 FM 1960 Bypass Humble,TX Project No: Re: TX-103 Dear Mr.Boyles: This letter and attached sketch are documentation of our October 19,1992 discussion,relative to the placement of underfloor electrical conduits (for the above referenced project). Our mutual agreement is that ^electrical conduits are to be longitudinally located within (or beneath)the pour of any perimeter lug foundation. Rather,all conduits are to be secured to the inside face of the excavation, and the lug foundation poured against the conduit/earth (per the attached sketch). Please contact me if there are any questions. Sincerely, V ✓ Gerry W.Wichmann,Architect,AIA ARCHITECT FRED TOLSON GWV/mg/GC lrbll092 Tom Morrison,Morrison &Sullivan Engineerscc: v .-2X6 STUDS AT 16’O.C. /--CONT.2X6 SOLE PL -FASTEN TOCONG. W/1/3*DIA X I'-Cr ♦3*MOOK ANCHOR BOLTS AT 2*-0‘0.0 V SLAB-ON-GRAIDE -SEE PLAN NOTES -r^n / / EXTERIOR SLAB.PAVNG ORFKGRADE-SEE OVL g ARCH.OWG*&\52, 1 V> CM i (2)tt 5 CONT.TOP e BOTT. tt 4 AT 48'O.C. 1.r ■3*CLEAR mrpicAu'.L_ .|•-4• 4' SECTION3 SIS4/ AflCHnrECT OWNER: QCX-DB<CORRAL CORPORATION RALBQH NORTH CAROLINA JOB NUMBER:-TX.-lO'^^UA^rry T0L8ON 200 6736 Fdto •!t>M M«a«RgoORMgh,Harth OnOna 27615616046-1600 ^DATE:|g--2^>^I SHEET:~Of ENGINEERING CORP. THE SITE TECHNOLOGY GROUP •SITE ENGINEERS •PUBLIC WORKS •ENVIRONMENTAL ENGINEERS •STRUCTURAL ENGINEERS •PLANNERS »SURVEYORS • July 16,1992 ATTN:Mr.James Baker,City Manger CITY OF HUMBLE 114 West Higgins Humble,Texas 77338 WaterlWastewater Capacity Requirements for proposed Golden Corral Restaurant F.M. 1960 Bypass,Job No.236-125 RE: Dear James; As outlined in our telephone conversation on July 15,1992,Sitech Engineering Corporation believes that the Water Supply and Wastewater Discharge Requirements for the above proposed Golden Corral Restaurant in Humble Texas is 12,000 gallons per day.This basis is the same gallonage that the City of Houston has allocated to similar restaurants within its Corporate Limits.Furthermore,historical data from Golden Corral stores in the Houston area has indicated that the water usage measured at the water meters is less than the 12,000 gallons per day figure.Therefore, a request is hereby made to the City of Humble for an allocation for 12,000 gallons per day in the Water and Wastewater System for use at the subject restaurant.There will also be a 1 1/2 inch Imgation Meter,but that will not provide any discharge into the Wastewater System and will be used strictly for Landscaping Irrigation only.The above request is made only for the 2-inch potable Water Meter and connection to Humble Sewage System. In order to provide you with some historical data,attached are copies of pnor waterbiUs that have been occurred at Golden Corral Restaurants in the Greater Houston Area for restaurants of the same size. If the above meets with the City of Humble’s approval for Water/Wastewater allocation of 12,000 gallons per day for the Golden Corral Restaurant’s use,please sign in the space provided below and return the executed copy to Sitech Engineenng Corporation.Once we receive your approval,a check will be provided by Golden Corral Restaurants based at $1.80 per gallon of allocated capacity. ON'INEWNiSITEC B^P’^^iSd'XTSaikowski,P.E./President Attachment:Prior Water Bills Bud Clement,Golden Corralcc lER (allocation is ACCEPTABLE TO^E CITY OF HUMBLE;;OYE WASTE ^1Jame^Baker,City Manager OFF #(713)363-4039 Date FAX #(713)292-68512202TIMBERLOCHPLACESUITE100 THE WOODLANDS,TEXAS 77380 \ V ETTER OF TRANSMITTALENGINEERINGCORE. "\V CIVIC CNGINECRS •PLANNERS •SURVEYORS ATTENHON I jDanjr)o^ 2202 TIMOERCOCM PLACE SUITE lOO THE WOODLANDS.TEXAS 77300 (7t3)3G3-4039 DATE JOG NO. •jiTO rfQ l/hn n'tfGoIRE. 11 G ml Tx '7/553 itx lAuyy.Ikjvqs Ll FKOM Ronald A.Saikowski ^SAAflcinU Ci□Instructions □Other Attached Specifications □Record Drawings O Under Separate Cover Review &c Comment Drawings □For Your Use □Revised Rians □Approval aJ:i DESCRIPnONCOPESDATEMO.n-Ahfvttdhm tl fc;wi,ht'pi^7 7 / ; 3 <T nj Jr^yj for ^»-7 Acc<B^)o/lrTy <’1 t^KJ n'di<sdhL.,^...St/LdlJdltpJ:2..El.iLi'i f Slot^>^<fyAc»KJni J/y^A\/\P P Cq /ji V?P^Y|i^^nTs shpJA REMARKS Cdj LL<r f]Qt/e-V^orv^gi-Coyi^/^P^^Zi MAP^ taSs. B^d *Q^yH.ty't^GC.9^^^^<• COPY TO ; SIGNED : ETTER OF TRANSMITTALENGINEERINGCORP. CIVIL CNCINCCRS •PLANNERS •SURVEYORS C/^sh^.I-""”-2?.C~42S ^QcyCC.'Cnrr^l S-h-h Fh hid Mf/ JkzOZ TIMBCRLOCH PLACE SUITE 100 THE WOODLANDS.TEXAS 77360 <7131 363-4030 OATC ATTENTION I^h'yyy o’-^AherXi'kc.'hHJByiJ^h/j 1 Rfl Offl £<^'jr/OK ^XO G<>hir<idoAushnjTe^^^1810/ tFROMRonaldA.Saikowski ^VIA PpMr^l□Instructions ^ □For Your Use □Revised Rians □Approval □Under Separate Cover Review &Comment Drawings Attached □Specifications □Record Drawings □Other. COPES DATE NO.,DESCRIPTION Plan A ...,■...W /W ^gycc,Urj 1 A^HUklR fIGjL 1./ REMARKS Anc/>cu ^g/CkjneXt~G C D^vJpi^/y^COPY TO^ ftnii I 7 SIGNED : G C DEVELOPMENT CORP. PO BOX 29511 •RALEIGH,NORTH CAROLINA 27626 •TELEPHONE (919)781-8952 Developers of GOLDEN CORRAL FAMILY STEAK HOUSES June 19,1992 VIA FEDERAL EXPRESS Mr.Jim Boyce Texas Department of Licensing and Regulation Elimination of Architectural Barriers Section 920 Colorado Austin,TX 78701 Golden Corral Restaurant State Road FM 1960 Humble,Texas Re: Dear Jim: Enclosed is one set of building plans for a new proposed Golden Corral Restaurant in Humble, Texas.Also enclosed is a completed Accessibility Statement of Intent for this building,and a check for review fees in the amount of $350.00. Site plans for this location are being developed by Ron Saikowski at Sitech Engineering Corp 2202 Timberloch Place,The Woodlands,TX 77380,telephone (713)363-4039.By copy of this letter,we are requesting that Mr.Saikowski send to you a set of site plans for your review. These building plans have been revised to meet the new ADA requirements. If there are questions,please call me at 1-800-284-5673 Sincerely, Andrew L.Clement Manager of Construction Enel. Ron Marino Gerry Wichmann Ron Saikowski cc: I GEOTECHNICAL ENGINEERING EXPLORATION AND ANALYSIS AND LIMITED VOLATILE ORGANIC COMPOUND VAPOR SCAN PROPOSED GOLDEN CORRAL RESTAURANT STATE HIGHWAY FM 1960 HUMBLE,TEXAS GEA PROJECT NO.lG-920439 FOR G.C.DEVELOPMENT CORPORATION RALEIGH,NORTH CAROLINA ILGS SSOCIWGS,IhC.hGIhGGRIhG G GI€OT€CHMIC/^L GOenVlIROMMeiNT/^L c YImDoh™cTioM Amm OM9ULT/^f1T9 Recycled Paper I Z■OKjajnBtj^•oossyBuiwisauTBu3sai.13 •OUJ 26-T-Sisq-'sa ^.uaujdoisr^aQ‘O'S :q-UstiD IPwiwiDOuapiof)rt^oafowicl 6EV026-9T:'OKJ q-oafojj saxax'a[quinH :s^ia-auiay R®IDRpuesFiE>J3puBumOwig'psy•1-30TBuiJOB# N0iidia353andiasibw NoiidDon3"idwys TTse 0-BE L'Z 060'00T'0 0Ea09a 0Ta nnWN3dIdD 0-091 0'0 •Bt’B'2E 3DB'BT 3SS1 33AUyDSZ+?J ONtiB%13IB AW3D BDSn OlHSWy T00- 3 idOdDdiS3iNOiifieidisiadzisNioas I GRftIN SIZE DISTRIBUTION TEST REPORT c c —c (VJ c c \cc (S ISWCD \Xm(VJ ^rn th m (VJTIX 100 VO 90 p -■ I 80I 70 QC Ld 60 I z;50 UJ u U 40 0- 30 20 I 101 0.01 0.0010.11.010.0200100 GROIN SIZE mm APiSHTOusesSILTCLAYSANDGRA^/ELZ+75Test 23.7 CL31.744.60.0 0.015 Cc CuDl0Sp.Gr ^60 ^30PIPLNMLL 0.0082.7 0.0937.04912 SAMPLE LOCATIONMATERIALDESCRIPTION •Boring 2 @ 4-5 ft•Red,Broujn &Gray Sandy Clay Remarks:Project No.:16-920439 Project: Golden Corral Client:G.C.De'-'e 1 opment Humble,Texas Date:5-1-92IGiles Engineering flssoc.,Inc.Figure No.3I FIGURE 1 BORING LOCATION PLAN Proposed Golden Corral Restaurant FM 1960 Humble,Texas GEA Project No.lG-920439 Giles G nGineeBinc SSOaWGS.IMC C G coTccHnioii ^riD GriGiriecK onsuLTino GeaG rwiRonMeriMi fUor4-f.V 'S <>0 I o *y—112^+rTT>tbo h. sn.®:rt ©I g nl134’a_)CSD,t0d nt M c } ??■ni in JD d fa dPon7 b T V ©o Il/l II I in (0)1drpm!30 I m t Pg J lO-cS,ciope efM ti.4.14 P 4 5 S<rG«r'r d PI HC I(Ht zniITw> c»'ll2 I •if.I II m 5 A ,Me In'fcsfesa f—u. HC 1 o t?t ©0 Ul.1 •_»>»^3T ’hUmHU<5"Ct>MCJ JL ^9 5D120 ! I d)I !• ((5?8'53’'56”50 "474-74-Y—O. J 3 0 |l 4o' I IH It III nil llJtldMIMlPi.iill.tillI I•Ml 1 T-?.cg' Benchmark:Edge of Pavement Assumed EL.100± Dimensions indicate approximate method of locating test borings in the field with respect to existing site features. Adapted from Site Plan provided by client.—^.SM50’Scale:1 RECORD OF SUBSURFACE EXPLORATION BORING NO &LOCATION.1-Northwest Building SURFACE elevation"'"'T' 99.0 COMPLEtiON DATE 4/23/92 fIeLd REPRESENTATiVE' Shelley Hildebrandt PROJECT Proposed Golden Corral Restaurant— PROJECT LOCAIlONvI i GILES ENGINEERING ASSOCIATES,INC. State Highway FM 1960 Humble,Texas Milwaukee Los Angeles Washington,D C.GEA PROJECT NUMBER 1G-920439 Feet Below Surface Sample No & Type q q,N wMATERIALDESCRIPTION PID NOTESu Itsf) Itsfl (tsf)(%)(per 6”) ~\2"+/-Root Mat _Brown Silty fine Sand to fine Sandy Silt -Moist 1-AU 2-SS 4 + 7 18 BDL L _ -3-SS 5 +6 1 5 0 9 21 BDLRed-Brown,Yellow-Brown and Gray mottled Silty Clay,little to some fine Sand -Moist 4-ST 4 5 17 BDL5- 5-ST 4.5 +12 BDL LL =39,PL=n Red-Brown and Gray mottled Clayey fine Sand -Moist 6-ST 4.5 +11 BDL 10 _Gray Clayey fine Sand,Possible Cobbles and-^Boulders -Moist Boring Terminated at 14.5' 7-SS 30 + 26 3 5 BDL14 ! I WATER OBSERVATION DATA REMARKSISWATERENCOUNTEREDDURINGDRILLING.None WATER LEVEL AFTER REMOVAL.None CAVE DEPTH AFTER REMOVAL;None WATER LEVEL AFTER HOURS CAVE DEPTH AFTER HOURS. 2 I I I ChangeB in strata indicated by the lines are approximate boundary between soil types The actual transition may be gradual and may vary considerably betweenbonngs.Location of Test Boring is shown on tna Bonng Location Plan RECORD OF SUBSURFACE EXPLORATIONIBORINGNO &LOCATION-2-Southeast Build PROJECT mg Proposed Golden Corral Restaurant PR0JECt'lldcATION ]'ll”"'''"j;HVl'H'JISURFACEELEVATION GILES EIMGIIMEERING ASSOCIATES,INC. State Highway FM 1960100.5 COMPLEtiON DATE 4/23/92 fIeId REPRESENTAtiVE. Shelley Hildebrandt Humble,Texas Milwaukee Los Angeles Washington,D.C.GEA PROJECT NUMBER;!G-920439 Feet Sample No & Type q qN wMATERIALDESCRIPTION PID NOTESBelow Surface u s (%1(pet 6")(tsf)(tsf) (tsf) ^2"+/-Root Mat 1-AU Brown Silty fine Sand -Damp 2-SS 4 + 4 15 BDL Red-Brown,Yellow-Brown and Gray mottled Silty Clay,some fine Sand -Moist 3-ST 4.5-1- 4.5-1- 16 BDL LL =49,PL=1254-ST BDL 13 _Gray,Yellow-Brown and Red-Brown mottledSiltyClay,some fine Sand -Moist 5-ST 4.5-f 19 BDL 10- _Gray,Yellow-Brown and Red-Brown mottled—.fine Sandy Clay to Clayey fine Sand, \Possible Cobbles and Boulders -Moist Boring Terminated at 14 5' 6-SS 36 + 20 4.2 4.5-f 9 BDL f 1 WATER OBSERVATION DATA REMARKSI^WATER ENCOUNTERED DURING DRILLING:None ^WATER LEVEL AFTER REMOVAL- —CAVE DEPTH AFTER REMOVAL:None WATER LEVEL AFTER HOURS; CAVE DEPTH AFTER HOURS. Changes In strata Indicated by the lines are approximate boundary between soil types.The actual transition may be gradual and may vary considarably betweenbonngs.Location of Test Bonng is shown on the Bonng Location Plan. None I iwruiliI RECORD OF SUBSURFACE EXPLORATION BORING NO &LOCATION3-Sign PROJECT Proposed Golden Corral Restaurant SURFACE ELEVATION 100.0 COMPLETiON DATE- 4/23/92 F'ieL’d REPRESENTAtiVE- Shelley Hildebrandt PROJECT LOCATION GILES ENGINEERING ASSOCIATES,INC. State Highway FM 1960 Humble,Texas Milwaukee Los Angeles Washington.D.C.GEA PROJECT NUMBER 1G-920439 Feet Below Surface Sample No.&qN wMATERIALDESCRIPTION PID NOTESu (tsf)(tsf)(%l(per 6")(tsf)Type ~)2"+/-Root Mat 1-SS 3 + 2 16 BDL Brown Silty fine Sand to Sandy Silt -Moist 2-SS 1 +2 23 BDL Red-Brown,Yellow-Brown and Gray mottled Silty Clay to Clayey Silt,some fine Sand - ”Moist 3-ST 2.5 14 BDL5- 4-ST 4.5 +12 BDL 5-ST 19 BDL +0-Boring Terminated at 10' WATER OBSERVATION DATA REMARKS 2 WATER ENCOUNTERED DURING DRILLING;None WATER LEVEL AFTER REMOVAL. CAVE DEPTH AFTER REMOVAL WATER LEVEL AFTER CAVE DEPTH AFTER 2 None I NoneT! HOURS: HOURS. 2 0325IChanges in strata indicated by the lines are approximate boundary between soil typesbonngsLocationofTestBonngisshownontlieBonngLocationPlan.The actual transition may be gradual and may vary considerably between RECORD OF SUBSURFACE EXPLORATIONIBORINGNO &LOCATION4-Southwest Parking Lot surface'elevation PROJECT Proposed Golden Corral Restaurant PROJECT LOCATION GILES ENGINEERING ASSOCIATES,INC. State Hjghway FM 196099.5 COMPLEtiON DATE 4/23/92 F'IELd REPRESENTAtiVE Shelley Hildebrandt Humble,Texas-Milwaukee Los Angeles Washington,D.C.GEA PROJECT NUMBER 1G-920439 Feet Below Surface Sample No.&q %qN wMATERIALDESCRIPTION NOTESPIDus (tsf)(tsf)Itsf)(%)(per 6")Type ~\2"+/-Root Mat _Dark Brown Silty fine Sand to fine SandySilt-Moist 1-SS 1+1 18 BDL 2-SS 2.3 26+11 21 BDL Red-Brown,Yellow-Brown and Gray mottled Silty Clay,some fine Sand -Moist 3-ST 4.5 16 BDL5-Boring Terminated at 5' I WATER OBSERVATION DATA REMARKSI2WATERENCOUNTEREDDURINGDRILLING:None WATER LEVEL AFTER REMOVAL CAVE DEPTH AFTER REMOVAL:None WATER LEVEL AFTER CAVE DEPTH AFTER a None HOURS. HOURS. T fTOUS I Changes in strata indicated tn the lines are apnroumate boundary between soD types.The actual transition nray be gradual and may vary considerably betweenbonngs.Location of Tost Boring is shown on the Bonng Location Plan RECORD OF SUBSURFACE EXPLORATION BORING NO &LOCATION5-West Side Parking Lot PROJECT Proposed Golden Corral Restaurant SURFACE ELEVATION.PROJECT LOCATION GILES ENGINEERING ASSOCIATES,INC. 99 0 COMPL^iON DATE 4/23/92 FI ELD R EPRES ENTAtiVE: Shelley Hildebrandt .St??.®.1 .ssQ I Humble, Texas Milwaukee Los Angeles Washington.D.C.GEA PROJECT NUMBER.1G-920439 Feet Below Surface Sample No & Type q qN wMATERIALDESCRIPTION PID NOTESus (tsf)(tsf) (tsf)(%l(per 0") ~\2"+/-Root Mat 1-SS 2 +3 16 BDL Brown Silty fine Sand -Moist 2-SS 12 + 22 4 5 +13 BDL Red-Brown,Yellow-Brown and Gray mottled“Silty Clay -Moist 3-ST 45 +13 BDL Boring Terminated at 5' WATER OBSERVATION DATA REMARKS 2 WATER ENCOUNTERED DURING DRILLING:None WATER LEVEL AFTER REMOVAL;None CAVE DEPTH AFTER REMOVAL:None WATER LEVEL AFTER HOURS: CAVE DEPTH AFTER HOURS. 2 I I I Changes in strata indicated by the lines are appro^mate boundary between soil types The actual transition may be gradual and may vary considerably betweenboringsLocationofTestBonngisshownontheBonngLocationPlanrerrr v*en GENERAL NOTES SAMPLE IDENTIFICATION All samples are visually classified in general accordance \A/ith the Unified Soil Classification System (ASTM D-2487-75 or D-2488-75)G lies OncmeeRinc issociwes,me. PARTICLE SIZE (DIAMETER) Boulders: 8 in and larger Cobbles:3 in to 8 in Gravel: DESCRIPTIVE TERM (% BY DRY WEIGHT) 1-10% 11-20% 21-35% 36-50% Trace: Little: Some: And/Adjective 3/4 to 3 in No.4 (4,76mm)to 3/4 in No.4 (4.76mm)to No.10 (2.0mm) coarse- fine- coarse- medium-No.10 (2.0mm)to No.40 (0.42mm) fine- No. 200 (0.074mm)and smaller (Non-plastic) No, 200 (0.074mm)and smaller (Plastic) Sand: No.40 (0.42mm)to No.200 (0.074mm) Silt: Clay: SOIL PROPERTY SYMBOLS Dry Density (pcf) Liquid Limit,percent Plastic Limit,percent Plasticity Index (LL-PL) Loss on Ignition,percent Specific Gravity Coefficient of Permeability Moisture content,percent Calibrated Penetrometer Resistance,tsf Vane-Shear Strength,tsf Unconfined Compressive Strength,tsf Static Cone Penetrometer Resistance. Correlated to Unconfined Compressive Strength,tsf Results of vapor analysis conducted on representative samples utilizing a Photoionization Detector calibrated to a benzene standard.Results expressed in HNU-units (BDL=Below Detection Limits) Penetration Resistance per 6 inch interval,or fraction thereof,for a standard 2 inch O.D.(1-3/8 inch I.D.)split spoon sampler driven with a 140 pound weight free-falling 30 inches.Performed in genral accordance with Standard Penetration Test Specifications (ASTM D-1586).N in blows per foot equals sum of N'values where plus sign is shown. Penetration Resistance per 1 -3/4 inches of Dynamic Cone Penetrometer.Approximately equivalent to Standard Penetration Test N-Value in blows per foot. Penetration Resistance per 6 inch interval,or fraction thereof,for California Ring Sampler driven with a 140 pound weight free-falling 30 inches perASTM D-3550.Not equivalent to Standard Penetration Test N-Value. DRILLING AND SAMPLING SYMBOLS SS:Split-Spoon ST:Shelby Tube -3"O.D.(except where noted) CS:3’O.D.California Ring Sampler DC:Dynamic Cone Penetrometer per ASTM Special Technical Publication No. 399 AU:Auger Sample DB:Diamond Bit CB:Carbide Bit WS:Wash Sample, RB:Rock-Roller Bit BS:Bulk Sample Note:Depth intervals for sampling shown on Record of Subsurface Exploration are not indicative of sample recovery, but position where sampling initiated. Dd LL PL PI LOI 0S K w qp qs qu qc PID: N': Nc: Nr': SOIL STRENGTH CHARACTERISTICS COHESIVE (CLAYEY)SOILS NON-COHESIVE (GRANULAR)SOILS UNCONFINED COMPRESSIVE STRENGTH aSF) 0-0.25 0.25 -0.50 0.50-1.00 1.00-2.00 2.00 -4.00 4.00+ COMPARATIVE BLOWS PER FOOT (N) RELATIVE DENSITY Very Loose Loose Firm Dense Very Dense BLOWS PER FOOT (N)CONSISTENCY Very Soft 0-2 0-4 Soft 3-4 5-10 Medium Stiff 5-8 11-30 31-50Stiff9-15 Very Stiff Hard 16-30 51 + 31 + DEGREE OF PLASTICITY None to Slight Slight Medium High to Very High DEGREE OF EXPANSIVE POTENTIAL Low Medium High PI PI 0-4 0-15 5-10 15-25 11-30 25+ 31 + Recycled PaperGEA446/kah 1GCDEVELOPMENT CORP.J PO Box 29511 RALEIGH,NORTH CAROLINA 27626 L[ETrTr[E[H] DAfi 7 ^ Phone (919)781-8952 FAX (919)881-4654 R£ TO X'.the following items^WE ARE SENDING YOU □Shop drawings □Copy of letter Attached □Under separate cover via □Prints □Change order □Plans □Samples □Specifications □ DESCRIPTIONCOPIESDATENO 1/'¥/ J THESE ARE TRANSMITTED as checked below □Approved as submitted □Approved as noted □Returned for corrections □Resubmit.□For approval .copies for approval .copies for distribution corrected prints yoiJ''use ^^J^As requested □For review and comment □Submit □Return.> □ 19□FOR BIDS DUE □PRINTS RETURNED AFTER LOAN TO US REMARKS <-<- CM9,k COPY TO. SIGNED If enclosures are not as noted,kindly notify us at oncePRODUCT24l)-3 INebsI Ini.Smttn Mas 01471 I f 4 P Ihp/c 1 II /) I /GpH-61 I 1 .v / ij I I [ .\II\\^7 t 1I / !I IjL ItI J I t I 1 I(! i) I!!tflpu'Jli•w1 IoXII L \ n building OFFICIM \ 4 4 X I h s\ wiprirt sfr”I TSI liliI ©U^-‘'o{I «\I I \ Irur-rL^■gj-— M0tr 8I0> .1©2V|i SsiS-i15?^(gHjL_J Pi®' tfSS^1 I i6rt?.\4'f\fe ca 5<^.514F ,|»-»S PBOVi t>6P .sv'\TVt ^6S1.. \I(S)1 ni:us Is;eo is©g iip'iii l^- W^t£W/£a/5J6/V i» 1STe</ir FftfcAc;ite<^ AiJ^f«r'ivs.6.i> ShCff^o SH}PP£D -R/N<3 S W ftACf.1 IM .PiPS \JltH fi khip 66i,\p ^:jLV«^pe«?,.’lDr okf rt(U64,“Jl « t silllf I <lHi IM oIvtII fMtrNQ i I wgywiowft7l-rr.c»«*nog » o*ti FNC^PSMPeC"$op<eo6 fAiiuweo Ti>ei-mw 5\06 CP Pipe.'; I *0 PWNT tUoUzH. Ir R?u»Anp <£<5,we<i&rfi -TB service.b II I )I 1j t I \I f'II 0(0•^1tl' f !!?<S'29K12:|BY ei« f '■rofi.I I v*'!oa«SSis-j'®I 9 f ; /{tr -fI 1. « i© CW^'I6iw«d f^-riOEA. 1(0 fWiie Whs(J tfHtFPSP,'•'u". IgR-sg^uAYafccg:I I t V iMnr<Kill 9tMo ^aP/X/A -• I e- m -H i TI 7 ' 01 4 — M 1- ‘* i i j- .■ ^ .H J L uy 2^ ir ^ TO 7t ^ ' ^ 27 Ul .1 71 4 10 a Cr - o- T1 /? /{ n a n n A n Oo \n f\ » == : £ ro Uj L n ^ ,- ^ t )L 4 n IN ) r' > >P s CO 7T tS |< j o i K U Lt L XT vi / 'S ? CD . Ca > .: 3 lA l E • 4b r »• - d •■ ' • UT T o P X? I> 3> o> .^ : i t9 ■ .F cT _ •< » i C? St 3? »<7 7^ rr + • ✓ ‘ %' f 7 / \ (S > - i- ) . It 4^ VT T LP fX > «1 er r c m ^ -Q - C ■' V /\ ib » 'N o 4 y; c 7 v i 4. 4 > 4 •x o' lo ?> r VS 7 fN J ¥- ^ . : > CD * ! #8 o ■ — •> o IW l i e ? /s ? ' •a t- 0 _ a? j> j 7“ VP '< / !t . e: U7 (F J .. c rO (j o G> - .. . u : a> D> I > 4 <r -C v Oo A GOLDEN CORRAL NEON LETTERS OPEN SIGN SPECIFICATIONS If31 5.5 II 00 yumi/mA, 12mm clear red exposed neon mounted to 8"high by 5.5"deep by 31" wide raceway Racevyay painted to match wall Cord set to exterior weather proof 1 lOv plug. 3 required. American AMERICAN SIGN AND MARKETING 7430 Industrial Road,Florence,KY 41042 (606)371-2880 Fax (606)371-0892 \ LA I i;ilil jL IInB2/V i: i\.wS3) 11 i Vk\1 O I \h\ &^-rer(/^Xi-r jew<r_d>>'<^ti.N/oi,-T’(2Ac.t^(-^6si^;efPifeo^ji^twsau>J6..\\ATrt--^4"M<&\D pun* 4 Fif’k.^UNt'S PWviTedrRuMlBiAifiiZ L PART NO REVISIONS CHANGE 4 DATELET i-l3Z"4t \\\ V\\\\\\\ p,\ LJ'«)Wm s!3Z T:i2AMiPoe.M6e._S^OMP jvw-u oiz.“SSove c:?eil^iK)ia. i/l £=?>\'\ \ ' ^^glg:^c^{£jd^Jg..geG--t4'eojA__s.Lfci6_Tb-±p_fiJ6p'ef?wve.i2.-Se^sa- -oesAMERICANSIGNANDMARKETINGSERVICES,INC.orr FINISHMATERIAL•OMtUAU MM n tmtRSioiis Mr use tvtRiMENiAi.mrV8»Mr w Aesfiia or part k;wb»iahiss oiKtnnst SPECiFiU)(nucNSioiis tn m woks uo lOifiMas un two PiAS nciuAis 1010 thru rua RcnuLs «on aaois scr 15 iRACiiONS *t/s4 THIS csrmpaiD luuiui n WJPUITT W AirtfcCM 5«yi W lUAKETnrt StRwaS WC AMIRUTeiOl K RLPMOvetO WITHOUT WfDTttH WMtSSlOH 0«AWNBY/CM-0BY IDATE ISCALE ,"~3 TWeM^«. EXP NO ONLY TITLE PARTNO \NiTeeii3a.Q s GOLDEN CORRAL NEON LETTERS ENTRY,EXIT,RESTROOMS &PHONES SIGN SPECS CEILINGCll—iId i!iL jLJLilW 5"24 tt 24 If Single face,self contained,exposed neon signs.3"I 3" Aluminum cabinet painted flat black. CM Voltrac Classic red neon in glass housings'V s CD Signs hung with 75"rigid conduit & pipe mounts painted flat black o If REMOVABLE BACK FOR SERVICEI ILJI 1 each required 4.5 If32II Single face exposed neon sign vv Aluminum cabinet painted flat black.■\',N sia''P,Voltrac Classic red neon in glass housings.lO ma z Mounted flush to wall LEADS TO REMOTE TRANSFORMER BEYOND WALL OR ABOVE CEILING Remote transformerlOw\\ ( si o 1 required. American AMERICAN SIGN AND MARKETING 7430 Industrial Road,Florence,KY 41042 (606)371-2880 Fax (606)371-0892 ■=r GOLDEN CORRAL NEON LETTERS SPECIFICATIONS 6'6 I? “S' LO CM TO REMOTE TRANSFORMER CDI CO LO CM I WALL PAPER PATTERN ON CABINET TO ALIGN WITH PATTERN ON WALL COUNTERSUNK SCREWS PAINTED TO MATCH WALL PAPER BACKGROUND Single face interior wall sign -1 required CABINET -.060 aluminum covered with wall paper supplied by others GOLDEN CORRAL -Voltarc Classic red exposed neon Neon mounts in glass housings All wiring inside cabinet Remote transformer STEAKS,etc -cut out of 75"Plex,sand edges and paint black Glue to background American AMERICAN SIGN AND MARKETING Mount sign 3"above opening in wall,centered on menu board 7430 Industrial Road,Florence.KY 41042 (606)371-2880 Fax (606)371-0892 r / 1500500 FLOW RATE (cfm) 1000 0.00 0 0.50 PR E S S U R E D R O P ( i n . H 2 0 ) PRESSURE DROP VS. FLOW RATE FR A C T I O N A L E F F I C I E N C Y ( % ) 0 0.1 20 40 1.0 PARTICLE DIAMETER (um) 10.0 EFFICIENCY VS. PARTICLE DIAMETER 60 80 100 1.00 1.50 2.00 2.50 3.00 3.50 HVAC DISTRIBUTION NOTE ɸ SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS ww w . c a p t i v e a i r e . c o m MASTER DRAWING Na t i o n a l A c c o u n t s 46 4 1 P a r a g o n P a r k , R a l e i g h , N C , 2 7 6 1 6 P H O N E : ( 9 1 9 ) 8 8 2 - 2 4 1 0 F A X : ( 9 1 9 ) 2 2 7 - 5 9 4 8 E M A I L : r e g 1 5 @ c a p t i v e a i r e . c o m H1 SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS ww w . c a p t i v e a i r e . c o m MASTER DRAWING Na t i o n a l A c c o u n t s 46 4 1 P a r a g o n P a r k , R a l e i g h , N C , 2 7 6 1 6 P H O N E : ( 9 1 9 ) 8 8 2 - 2 4 1 0 F A X : ( 9 1 9 ) 2 2 7 - 5 9 4 8 E M A I L : r e g 1 5 @ c a p t i v e a i r e . c o m VERIFY ROOF PITCH. PITCHED CURBS TO BE PROVIDED IF HEIGHT DIFFERENCE IS GREATER THAN 3 4". OTHERWISE, CONTRACTOR SHALL SHIM AS NEEDED. FIRE SYSTEM NOTES: - AN ADDITIONAL DEDICATED MICROSWITCH TO BE ADDED TO THE FIRE SYSTEM FOR WIRING THROUGH C1/AR1 IN THE NEW CONTROL PANEL AS SHOWN IN SCHEMATIC ON SHEET 1. - OTHER EXISTING MICROSWITCH WIRING TO REMAIN. H2 SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS ww w . c a p t i v e a i r e . c o m MASTER DRAWING Na t i o n a l A c c o u n t s 46 4 1 P a r a g o n P a r k , R a l e i g h , N C , 2 7 6 1 6 P H O N E : ( 9 1 9 ) 8 8 2 - 2 4 1 0 F A X : ( 9 1 9 ) 2 2 7 - 5 9 4 8 E M A I L : r e g 1 5 @ c a p t i v e a i r e . c o m This fan is furnished with 4 factory installed eyebolts for guy line tie-down by others. Verify existing combination curb dimensions so adapter size can be confirmed. H3 SHEET NO. SCALE: DWG.#: DRAWN DATE: BY: REVISIONS ww w . c a p t i v e a i r e . c o m MASTER DRAWING Na t i o n a l A c c o u n t s 46 4 1 P a r a g o n P a r k , R a l e i g h , N C , 2 7 6 1 6 P H O N E : ( 9 1 9 ) 8 8 2 - 2 4 1 0 F A X : ( 9 1 9 ) 2 2 7 - 5 9 4 8 E M A I L : r e g 1 5 @ c a p t i v e a i r e . c o m ROOF DECK HEIGHT, TRUSS LOCATION and DUCT RUN MUST BE VERIFIED. GREASE DUCT LENGTH AND DESIGN TO ADAPT TO MEET SPECIFIC NEEDS. H4 1I JWILLIAMS - 1:10UHNtMUUIH - ZWU1313143kHUMBLEIXFHtM - 3/19/2013 - 11:U1 123 A E C E F H 10iniiLMHTProjectNo. 13143.00 ABBREVIATIONS 34 LISTOFDRAWINr%m, ArRrRr7rnre10iniiLMHTProjectNo. 13143.00 ABBREVIATIONS 34 LISTOFDRAWINr%m, AAMPERESJBJUNCTIONBOXTITITLESHEET A/CAIRCONDITIONINGJTJOINT 9101112 ADD'LADDITIONALLAVLAVATORYAlFLOORPLAN & FINISHPLAN AFFABOVEFINISHFLOORUNLINEAR ASFABOVESUBFLOORLPLOWPOINTA2REFLECTEDCEILINGPLAN ATSABOVETOPOFSLABLTLIGHTALTALTERNATELTGLIGHTINGDETAILS &WALLS ALUMALUMINUM APPROXAPPROXIMATE LVL MAX LAMINATEDVENEERLUMBER MAXIMUMA4SOFFITANDGRAPHICPLAN BDBOARDMCMECH. CONTRACTORCITYOFlNNrIBLEREVOOBY, BLDGBUILDINGMCBMAINCIRCUITBREAKER BLKBLOCK BLKGBLOCKING MECH MFRMECHANICALDMqMANUFACTURE (R) (IVIG) iTOFI: F1EQUIPMENTPLAN BMBEAM BOTTBOTTOM MIN MLO MINIMUM MISCELLANEOUS 01 PATE:- F2HOTBARSHOPDRAWINGS BRGBEARING BBOTTOMOF MLO MO MAINLUGSONLY MASONRYOPENING j'(JELECTRICAL. N19PECTOR: 3- 2f - F3HOTBARSHOPDRAWINGS CCONDUIT CBCIRCUITBREAKER MT MTD MOUNT MOUNTED DATE: F4COLD/BAKERYBARSHOPDRAWINGS C/CCENTERTOCENTER CJCONSTRUCTIONJOINT MTGHT MTL MOUNTINGHEIGHT METAL orXtPIUNHX31 ZL , I DATE: F5SERVINGUNESHOPDRAWINGS CKTCIRCUIT CLGCEILING N NEC NORTHORNEUTRAL NATIONALELECTRICCODEPLANSAPPROVEDFIRE F8TOGOCOUNTERSHOPDRAWINGS CLRCLEAR CNTRCENTER NIC N° or NOM NOTINCONTRACT NUMBER NOMINALSUBJECTDATE: I F7CASHIERSTATIONSHOPDRAWINGS L/x CMUCONCRETEMASONRYUNIT COCLEANOUTNTSNOTTOSCALETOv HVAC. Mr18PEC1Ok O` tA a COLCOLUMNOCONCENTERFIELD31 ' CONCCONCRETEOD OPNG OUTSIDEDIAMETERDATE. 2S OPENING CONSTRCONSTRUCTION CONTRCONTRACTOROPPOPPOSITEVERIFICATIONKaleWORKSDIRECTOR: 1ELECTRICALPOWERPLAN CONTCONTINUOUSPCPLUMB. CONTRACTORATIOINDATE: essesB g DETDETAILPLMBPLUMBING F DIADIAMETER DIMDIMENSION ONDOWN DSDOWNSPOUT PLYWD PNL PREFAB PROJ PLYWOOD PANEL ANLA PREFABRICATEDDw PROJECT ANYADITIONALCODE SPECIFICALLYCOVE RECIUIREME EDBYTHIS 1PLUMBINGFLOORPIAN NOT2PLUMBINGDETAILSANDSCHEDULES PLAN DRYWALL DWGDRAWINGPVCCHLORIDEREVIEWDUETOLACKFINFORMANON EAEACHRADIUSTHESEPLANSORTHERWISERISER, HALL1SPECIFICATIONS ECELEC. CONTRACTOR EFEXHAUSTFANRDROOFDRAINADHERETOTHEL NEC, NOTANDaA'NYADDITWONA.. t.ODEREQUIIIEM'°EWi3 ELELEVATIONRECEPTRECEPTACLETHECITYOFHUMBLEDEOFORDI2SPECIFICATIONSNCESSPECIFICALLYCOVERED9YTHIS ELECELECTRIC (AL) ELEV REINF REQ'D REINFORCING REQUIREDOWNERARCHITECT /ENGINEERSANDSHALLBEFIELDVERIFIEDFOCODEREVIEWDUETOLACKOFINFORMATIO ELEVATOR EMEMERGENCYRESRESILIENTCOMPLIANCEANDCONCODEaBIYETHSTORMANCE. T,HESPPLANSOROTHERWISE, S EPSEXPANDEDPOLYSTYRENE EQUIPEQUIPMENT REV RM REVISION ROOMSPECIFICALLYANYCOVEREDEREDPLANGOLDENCORRALCORPORATIONREVIEWDUETOLACKOFNATIONALRESTAURANTDESIGNERSADHERETOTHE . 2IMC, NOTES THECsTY'3FHUMBLECODEOFORDt€JA EWEACHWAYROROUGHOPENINGINFORMATIONON EWCELECTRICWATERCOOLER EWHELECTRICWATERHEATER RTU SAC ROOFTOPUNIT SUSPENDEDACOUSTICALCEILING THESEPLANSOROTHERWISE, SHALL 5151GLENWOODAVENUEADHERETOTHEZ00IPC, NOTESAND2805MERIDIANPARKWAY ANDSHALLREFIE: DVERIFIEDFOP' r '° CZAND -,"ONFOPIANrF, EXISTEXISTINGSAC -1 SECT SAC -1HOURRATED SECTIONTHECITYOFHUMBLECODEOFORDINANCES EXPJTEXPANSIONJOINT EXTEXTERIORSHTSHEETRALEIGH, NORTHCAROLINA27612ANDSHALLBEFIELDVERIFIEDFORCODEDURHAMNORTHCAROLINA27713 FAFIREALARMSIMSIMILARCOMPLIANCEANDCONFORMANCE. FDFLUORDRAINSPEC STL SPECIFICATIONS STEEL p 919) 781-8952919) L-87NEWHVACSPLITSYSTEMUNIT FEINFOUNDATION FINFINISH FLRFLOOR STRUCT STRL. STRUCTURAL STRUCTURALSELECTION, EXHAUSTHOOD FTFEETTELTELEPHONE FTGFOOTINGTdoBTOPANDBOTTOMIMAGEUPGRADE" DESIGNERSOFRECORDANDEXHAUSTFANPLACEMENT, GALVGALVANIZED GCGENERALCONTRACTOR TdoG T TONGUEANDGROOVE TREADOFJOBSITE: DISCIPLINENAMELICENSE / TEL. NUMBERROOFPENETRATIONSAND INTERIORUPGRADETOEXISTINGGOLDENCORRAL GNIGND GROUNDFAULTINIERUPTER GROUND T4TTYPICAL GYPGYPSUMUONUNLESSOTHERWISENOTED V9663FM1960BYPASS ARCHITECT: GLENR. LEHMANN15068 (919) 544-0087 ELECTRICAL: N. RAYTHORNTON80962 (919) 544-0087FLASHING/COUNTERFLASHING, HDwHARDWARE HMHOLLOWMETAL HORIZHORIZONTAL VERTVVOLTSINYLCOMPOSITIONTILE VERTICALRESTAURANT. REVISEDFOODBARLAYOUT, MECHANICAL: N/A PLUMBING: N. RAYTHORNTON80962 (919) 544-0087DIFFUSER/DUCTLAYOUTCODE HPHIGHPOINTORHORSEPOWER VWC WG VINYLWALLCOVERING WATERCLOSETHUMBLETXUPGRADEINTERIORFINISHES. NOCHANGEINSTRUCTURE: N/A HEIGHTWOOD CIVIL: N/AHTCOMPLIANCEANDSTRUCTURAL HVACHATING/VENTILATION/AIRCONDITIONINGUSE. NOCHANGETOFOOTPRINTOFBUILDING. SPRINKLER: N/A IDINSIDEDIAMETER WH WP HEATER WATERPROOFFIREALARM: N/AINTEGRITYBYMECHANICAL ININCH INFOINFORMATION WRWATERRESISTANT WITHCONTRACTORANDOWNER. C3R&RIrELMOXFMR 111 / 1371m2130TI(OT7213 INSULINSULATIONW%0WITHOUT IINTNVINVERTORWWFWELDEDWAREFABRIC TRANSFORMER ENERGYCODESUMMARYGENERALNOTESSCOPEOFWORKCODESUMMARY 1. ALLWORKSHALLBEPERFORMEDBYALICENSEDCONTRACTORPERLOCALANDSTATECODES, 1. KITCHENEQUIPMENTISEXISTINGTOREMAINUNLESSNOTEDOTHERWISE. ALLEXIST. HOODSARETOREMAIN. BUILDING: 2003INTERNATIONALBUILDING/RESIDENTIALCODE THERMALENVELOPE2- CONTRACTORISRESPONSIBLEFOROBTAININGALLPERMITSOINSPECTIONSREQUIREDFORCERTIFICATEOFOCCUPANCY. 2. GENERALCONTRACTORTOPROVIDEDUMPSTERADEQUATETORECEIVEDEBRIS, DISCARDBARCOMPONENTSANDDEMOLITIONMATERIAL PLUMBING: 2003INTERNATIONALPLUMBINGCODE ELECTRICAL2005NATIONALELECTRICALCODEW/ AMENDMENTS EXIST. TOREMAIN - NOCHANGE) 3. ALLWORKSHALLCONFORMTOTHEREQUIREMENT$ OFFEDERAL. STATE, ANDLOCALCODES, LAWS, RULES, & REGULATIONSOFALLLEGALLYCONSTITUTEDPUBLICAUTHORITIES HAVINGJURISDICTION, INCASEOFCONFLICTBETWEENREQUIREMENTS, THEMOSTRESTRICTIVESHALLAPPLY. 3. STOREWALLFURNISHWIPEDOWNANDCLEANFOROPENINGDAILY. NODEBRISOREQUIPMENTCOMPONENTSREMOVEDFROMTHESTOREARETOBE SITE. TABLEANDCHAIRSTOBEPROPERLYARRANGEDDAILYPRIORTOSTORE'SOPERATINGHOURS. LEFTON HVAC: 2003INTERNATIONALMECHANICALCODE HEALTHDEPT: HARRISCOUNTY - REUBANMARTINEZ (713) 439-6270 FIREPROTECTION: 2003INTERNATIONALFIRECODE 4. THECONTRACTORISRESPONSIBLETOPROVIDETEMPORARYSHORINGANDBRACINGFORALLSTRUCTURALELEMENTSASREQUIREDUNTILNEWSTRUCTURALMEMBERSARE PERMANENTLYINSTALLED, WHETHERINDICATEDONTHEDRAWWNGSORNOT. IFTHECONTRACTORISUNSUREWHETHERORNOTTOPROVIDETEMPORARYSHORINGANDBRACINGHE 4. GENERALCONTRACTORTOPROVIDESTORAGECONTAINERONSITEFORRECEIVINGEQUIPMENT/SMALLWARES. BUILDINGDATA MECHANICALSYSTEMS, SERVICESYSTEMSSHALLASKTHEARCHITECTORSTRUCTURALENGINEER, INWRITING, PRIORTOCOMMENCEMENTOFWORK. 5. ALLNEWWORKTOCOMPLYWITHADAREQUIREMENTS. OCCUPANCY: GROUPAz -ASSEMBLY (RESTAURANT) (EXIST. - NOCHANGE) 5. CONTRACTORSHALLERIFALLPRIORFIELDEXTMTINNGGRCONDITIONSANDCRITICALDIMENSIONSPRIORTOCOMMENCEMENTOFWORK, ANDSHALLNOTIFYOWNER & ARCHITECTOFANY6. NEWEXTERIORLE.D. BUILDINGACCENTLIGHTINGUNDERSEPARATECONTRACT. OCCUPANTLOAD: (EXIST. - NOCHANGE) ANDEQUIPMENTPROCEEDING 7. FURNITUREBYCEC-RECIEVING, SWAPPINGANDINSTALLBYSTOREOPERATIONS. ALLEXIST. TOREMAIN, (1) NEWSPLITSYSTEMACBYOWNER/CONTRACTOR) 6. CONTRACTORTOVERIFYFIT & FINISHREQUIREMENTSFORALLPROJECTCOMPONENTS, WITHOWNER, PRIORTOORDERINGMATERIALS. REPORTCONFLICTINGINFORMATIONTOOWNERMIXEDOCCUPANCY? NO PRIORTOPROCEEDINGWITHWORK. 8. USENEWGCDFINISHESANDSPECIFICATIONSPERFEBRUARY6, 2009. NEWBRANDDECORINTERIORPACKAGETOBEINSTALLED. YES 7. CONTRACTORSHALLDISPOSEOFALLDEMOLITIONhCONSTRUCTIONDEBRISASREQUIREDBYFEDERAL, STATE, ANDLOCALORDINANCES. 9. EXTENDDIVIDERWALLSAT4' HIGHAPPROX. 24' TOACCOMMODATEBOOTHPACKAGEINIFRONTDININGAREAS. MATCHADJACENTFINISHES. CONSTRUCTIONTYPE: V -B (WOOD - UNPROTECTED) (EXIST. - NOCHANGE) ELECTRICALSYSTEMANDEQUIPMENT8. ALLTILEFLOORINGINWETAREASTOBEOVERWATERPROOFMEMBRANEW/ EPDXYGROUT, -TYPICAL10. DEMOEXISTINGKITCHENWALLPERPLANTOACCOMMODATESEAFOODBARAREA. SPRINKLED? YES ---NO (PERSECT. 903.3.11) EXIST. TOREMAIN - NOCHANGE) 9. BYTHEUSEOFTHEDRAWINGSFORCONSTRUCTIONOFTHEPROJECT, THEOWNERREPRESENTSTHATHEHASREVIEWEDANDAPPROVEDTHEDRAWINGS, ANDTHATTHE11. PROVIDENEWNON-COMBUSTIBLEWALLPERPLANFORNEWWOKCOOKSTATION - TOINCLUDEDECORATIVETILEFINISHONFOODBARSIDES. FIREDISTRICT? CONSTRUCTIONDOCUMENTPHASEOFTHEPROJECTISCOMPLETE. YES --,-/-NO 10. CONTRACTORSHALLCOORDINATEHISWORKWITH .ALLOTHERCONTRACTORSFURNISHINGTHELABOR, MATERIALS, ANDALLWORK, SOTHATTHEWORKASAWHOLESHALLBE 12. LAMINATE2BATHROOM, iCLOSET, AND2NEWDOORSFORCBTROOMANDCLOSETPERSPEC. BUILDINGHEIGHT. (EXIST. - NOCHANGE) EXECUTEDANDCOMPLETEDWITHOUTCONFLICTORDELAY. 13. LOWERBARHARBORPANELINGONALLWALLSTOCHAIRRAILHEIGHTTHROUGHOUTTHE41NINGANDENTRYAREASANDPAINTPERSPEC. ADDCHJRRAIL FIRERESISTANCERATINGSWHERE 11. CONTRACTORSHALLCOORDINATETHEREQUIREMENTSOFALLDRAWINGS. ANYCONFlJCTSSHALLBEBROUGHTTOTHEATTENTIONOFTHEOWNER •ARCHITECTPRIORTOANYWORK. NEEDED. NUMBEROFSTORIES: 1 14. ENCLOSEEXISTINGEXPRESSUNEAREAPROVIDINGANEWTRAININGROOMANDCLOSETPERPLAN. MEZZANINE: EXIST. TOREMAIN - NOCHANGE) 12. ITSHALLBETHERESPONSIBILITYOFTHECONTRACTORTOACQUAINTHIMSELFWITHTHEDIMENSIONSOFALLEQUIPMENTINCLUDEDINTHISPROJECTSOTHATPREPARATIONSCANBEYES _iLNO MADETOPROVIDEENTRYINTOTHEFACILITYWITHSUFFICIENTCLEARANCE, ANDTOENSURETHATADEQUATEFLOORSPACEISAVAILABLE. 15. INSTALLNEWCHAIRBUMPERGUARDONCHAIRRAILATDININGROOMWALLSTOPREVENTWALLSFROMBEINGDAMAGEDBYCHAIRS. BOOTHWALLSWILLNOTROSSBUILDINGAREA: G 13. CONTRACTORSHALLNEVERSCALEDRAWINGS. LOCATIONSFORALLPARTITIONS. WALLS, CEILINGS, ETC. WALLBEDETERMINEDBYDIMENSIONSONTHEDRAWINGS. ANYSUCH RECEIVECHAIRGUARD. GROUNDFLOOR: 10,970S.F. (EXIST. - NOCHANGE) 14. DIMENSIONSMISSINGFROMTHEPLANSMUSTBEBIHOUGHTTOTHEATTENTIONOFTHEOWNER • ARCHITECTIMMEDIATELY. THECONTRACTORSHALLADHERETOTHEDRAWWN(GSANDSPECIFICATIONS. SHWLDANYERRORORINCONSISTENCYAPPEARREGARDINGTHETRUEMEANINGAND/ORINTENTOFTHE 16. DEMOANDREBUILDWALLBEHINDSERVINGUNEAREAPERPLAN. REWORKCEILINGGRIDASREQ'D. WHEREWALLISREMOVED/RELCATED. 17. PAINTPERSPECINTERIORDININGROOMANDENTRYAREAWALLS. TRIMTOINCLUDEWINDOWTRIM, CHAIRRAILS, WALLCAPSANDCOLUMNS. (KNDOWN MEZZANINES: 0 TOTAL10,970S.F. (EXIST. - NOCHANGE) GENERALHEALTHNOTESDRAWINGSORSPECIFICATIONS, THETHECONTRACTORSHALLIMMEDIATELYREPORTSAMETOTHEARCHITECTWHOWILLMAKEANYNECESSARYCLARIFICATION, INTERPRETATION, OR REVISIONASREQUIRED. PAINTONALLWALLSANDBULKHEADSABOVECHAIRRAIL). ALLOWABLEAREA: TABLE503 - 6000S.F. 18. PAINTPERSPECITEMSCOVEREDINf00DBARSDETAILSFORBUILDER. AREAINCREASE? L_YES _NO 15. IFTHECONTRACTORDISCOVERSANERRORORINCONSISTENCYANDPROCEEDSWITHWORT( WITHOUTNOTIFYINGTHEOWNEREARCHITECTOFANYSUCHDISCREPANCIES, HESHALLCODEREFERENCE: 508.3 ASSUMEALLCHARGESANDMAKEANYCHANGESTOHISWORKMADENECESSARYBYHISFAILURETOOBSERVEAND/ORREPORTTHECONDITION. 19. STRIPANDPAINTPERSPECQUEUINGRAILS. CALCULATIONS: 1. ANYANDALLCHANGESTOAPPROVEDSUBMITTALPLANWILLBESUBMITTEDTOTHEHEALTH16. IFTHEINTENTOFTHEDRAWINGSESPECIFICATIONSAREUNCLEAR, THECONTRACTORSHALLASKTHEARCHITECTFORCLARIFICATION, PRIORTOPROCEEDINGWWTHWORK, INTHE FORMOFAWRITTENR.F.I. (REQUESTFORINFORMATION). THEARCHITECTSHALLTHENRESPONDINWRITINGTOALLAPPROPRIATEPARTIES 20. PAINTPERSPECBATHROOMTRIM, ANDEXPOSEDWALLSABOVEWALLTILE. SEERCPFORCEILINGFINISHES. 300% INCREASEFORSPRINKLERS 3) (8000) - 18,000S.F. INCREASE DEPARTMENTFORREVIEW. 21. INSTALLPERPLANAPPROX. 5'-6' HIGHTHIRSTFIRSTMURALABOVECHAIRRAILSONQUEUINGWALLSWITHTRIMANDKNOCKDOWNPAINTPERSPIC. TOALLOWABLE - 8,000t18,000 - 24,000 &f. 17. CONTRACTORSHALLPROVIDEADEQUATEPROTECTIONOFWORK, MATERIALS, FIXTURES, ETC. INLEASEDSPACEFROMLOSS, DAMAGE, FIRE, THEFT, ETC. CEILING. MURALWILLRUNAPPROX. 3' HIGHONBULKHEADBEHINDEXIST, UNEAREA. 2. ALLEQUIPMENTWILLBELISTEDOREQUIVALENTANDINSTALLEDPERNSFSTANDARDS. ONLY ERS, TOASTERS, WATERHEATERSANDHOODSAREEXEMPTFROMNSF MICROWAVEOVENS, MIXERS, 18. YWEVERHERTHETERM 'OREQUALISUSED, ITSHALLMEANEQUALPRODUCTASAPPROVEDINWRITINGBYARCHITECT. 22. DEMOTILEINUNEAREASTARTINGATSERVINGUNETHROUGHREGISTERSINALLCUSTOMERWALKAREA'SINTODINING. INSTALLNEWCARPETTILETHROUGHLIFESAFETYSYSTEM (EXIST. - NOCHANGE) REQUIREMENTS. 19. IFTHECONTRACTORPROPOSESAMATERIALOREQUIPMENTSUBSTITUTIONHESHALLPROVIDEALLAPPROPRIATEDOCUMENTATIONANDINFORMATIONREWIREDFORTHEARCHITECTTO LINE/REGISTERAREAINTOCUSTOMERAREAOFALLFOODBARS. EMERGENCYLIGHTING: YESSAO 3. ATANYTRACKLIGHTINGOVEREXPOSEDFOOD, DRINK, ORICEAREASTHECASINGWILLBEDETERMINEWHETHERORNOTTHESUBSTITUTIONISEQUALTOTHESPECIFICATION. 23. NEWPAVILIONCARPETTOBARS. NEWCARPETINDININGAREAS. EXITSIGNS: YES ENTIRELYENCLOSED, WASHABLE, ANDEXTENDBEYONDTHEFACEOFTHEBULB. THEBULBSWILL20. CONTRACTORSHALLPROVIDEANDINSTALLALLNECESSARYINWALLFRAMINGREQUIREDTOCARRYSHELF, HANGING, ANDVALANCELOADS, RAIUNGS, ETC. ASPERPLANS. 24. NEWSERVINGLINECABINETWITHNEWTRAYRAILS, ANDNEW3' REGISTERCABINETS. SEE' DWGF1ANDBARMANUFACTURER'SSHOPDRAWINGS. AVO BESHATTERPROOF. FIREALARM/SMOKEDETECTIONSYSTEM: PROVIDESILICONESEALANTATALLJOINTSANDINTERFACESOFALLCOUNTERTOPS, EQUIPMENTANDWALLS25. REMOVEEXISTINGMENU80ARD. REINSTALL (1) MENUBOARD (STRATA/PAVIWON) AT7'-4' PERPLAN, APPLYGRIWHOUSEMURALTOBACKSIDE. NLYES ---No21. 4. ALLCONDUIT, PIPES, LINES, ETCWILLBESTUBBEDATTHEPOINTOFUSEOROTHERWISEMOUNTED ORCONCEALEDSOASNOTTOBEADETERRENTTOCLEANING. SURFACEMOUNTEDCONDUIT22. PROJECTSHALLBELEFTCLEANEDANDPOLISHEDAFTERCOMPLETIONOFWORK. 26. INSTALLNEWMINIBUNDS. PANICHARDWARE: YES _-NO SHOULDBEAVOIDED, BUTWHERENECESSARYMUSTBEHELD11/2. OFFOFTHEWALLAND6" ABOVETHEFLOOR. THISINCLUDESBEVERAGELINES. 23. THECONTRACTORSHALLVERIFYLOCATIONSOFAILLFOODSERVICEEQUIPMENTANDCOORDINATELOCATIONOFFLOORSINKS, FLOORDRAINS, SLOPES/SLABDEPRESSIONSANDRAISED CURBS, ELECTRICALANDPLUMBINGSTUBOUTS, ANDALLOTHERWORKUNDERTHISSCOPEOFRESPONSIBILITYRELATEDTOTHISEQUIPMENT. REFERTOOWNERSFOODSERVICE 27. DEMOEXISTINGPASSTHROUGHASSHOWONPLANS. EXITREQUIREMENTSEXIST. - NOCHANGE) EQUIPMENTSUPPLERFORSPECIFICREQUIREMENT$ OREFERENCES28. (2) NEWHANDSINKS. SEEPLUMB. ANDEQUIP. DWG. F1 - REUSEEXIST. HANDSINKATNEWWALL. 5. FIFTYFOOT-CANDLESOFLIGHTWILLBEPROVIDEDATALLWORKSURFACES. TENFOOT-CANDLES OFLIGHTATTHIRTYINCHESABOVETHEFLOORWILLBEPROVIDEDINSTORAGEAREASANDIN24. CONTRACTORISRESPONSIBLEFORRECEIVING, UNLOADING, UNCRATING, INSTALLATIONANDCONNECTIONOFALLFOODSERVICEEQUIPMENTANDOTHEROWNERFURNISHEDITEMS. 29. REMOVEEXIST. VEGGIEBARPERPLANS. DEADENDLIMIT - MAX. CONDITION: WALK-INCOOLERSANDFREEZERS.20 25. CONTRACTORSHALLREFERTOTHESEDOCUMENTS, ASWELL. ASSPECIFICATIONS, FORIDENTIFICATIONOFALLOWNERSUPPLIEDITEMSCONTRACTORSHALLVERIFYWITIHOWNER, PRIOR30. COMBO. OFNEWANDEXIST. FOODBARCUSTOMCASEWORK -rSEEBARMANFR'SSHOPDRAWINGSFOREXACTDIMENSIONS, UTILITIESkDETAILSOfNEWVS. FEETALLOWED TRAVELDISTANCETOEXIT - MAX. CONDITION: 6. ALLSINKS, EXCEPTHANDWASHINGLAVATORIESMUSTBEINDIRECTLYDRAINEDINTOAFLOOR TOORDERING, WHICHITEMSTHEOWNERSHALLSUPPLY. ALLITEMSNOTMARKEDAS '01SUPPUED' ARETOBESUPPLIEDBYTHECONTRACTOR. UNLESSNOTEDOTHERWISEALL ITEMSARETOBEINSTALLEDBYGENERALCONTRACTOR. RETROFITTEDBARSECTIONS. 250FEETALLOWED DRAIN. 31. NEWHOODINCLUDINGFIRECONTROL "(HOODSELECTIONANDLOCATIONBYOWNER). M(gDIFY/EXTENDGASPIPINGASREQUIREDFORRELOCATED 26. MINIMUMFLAMESPREADCLASSIFICATIONOFINTERIORFINISHESSHALLCONFORMTOTHEBUILDINGCODEANDLOCALGOVERNINGBUILDINGCODES/ORDINANCES, EQUIPMENTBELOW. NOHVACWORKREQUIRED, EXCEPTFORADDITIONOFNEW10TONSPLITSYSTEM (UNITSELECTIONANDPLACEMENTANDDESIGNLOADS 7. ALLCOUNTERSWILLBEPROPERLYCONSTRUCTEDWITHNON-ABSORBENTWASHABLEFINISHESDIFFUSER/OUCTLAYOUTBYMECHANICALCONTRACTOR). REWORKCEILINGGRIDFORNEWHOQD - REFERTOSHEETF1ANDHOODDIGSNEWMETALCEILINGPEL, MIN. FRONTANDBACKNTHNOCRACKSORCREVICES. 27, CONTRACTORSHALLCONTACTTHELOCALFIREMARSHALL, ANDPROVIDEANDINSTALLFIREEXTINGUISHERSPERTHEFIREMARSHALSDIRECTION, INCLUDING: TYPE, QUANTITY, AND LOCATIONS. ASAMINIMUM, CONTRACTORSHALLPROVIDEFIREEXTINGUISHERSHAVINGARATINGOF2 -AID -BCFOREVERY3,000SF. OFFLOORAREAANDTRAVELDISTANCETOAN 18' BEYONDHOOD EXIST. TOREMAIN - NOCHANGE) B. AMINIMUMOF18INCHESOFSPACEBETWEENHANDWASHINGSINKSANDADJACENTEQUIPMENTEXTINGUISHERSHALLNOTEXCEED75FEET. 32. CONTRACTORSHAL`L00040ANSULRE -WORKTOENSUREALLEQUIPMENTISPROPERLYCOVEREDUNDEREXIST. HOODS. REWORKEXISTINGHOODREContactPublic ORHANDWASHINGSINKSWITHSPLASHGUARDSWILLBEPROVIDED. 28. FORCONSTRUCTIONDETAILSNOTSHOWN, USETHEMANUFACTURER'SSTANDARDDETAILSORAPPROVEDSHOPDRAWINGS/bATASHEETSINACCORDANCEWITHTHEPROJECT SUPPRESSIONFIREN13TLLESFORNEW/RELOCATEDEQUIPMENTASREQUIRED. PARKINGSPACES 9. STAINLESSSTEELPANELWALLFINISHORANON-ABSORBENTWASHABLEWALLFINISHWILLBE SPECIFICATIONS. 33. BATHROOMCEILINGTOREMAIN - PAINTPERFINISHSCHEDULE. OnWater & SeweEXIST. TOREMAIN - NOCHANGE) PROVIDEDONWALLBEHINDTHECOOKINGEQUIPMENTUNDERMAINCOOKINGHOODS. 29, CONTRACTORSHALLCONTACTALLUTILITYCOMPANIESPRIORTOCOMMENCEMENTOFWORKTOVERIFYLOCATIONSOFALLUNDERGROUNDUTILITIES. NOTIFYARCHITECTIMMEDIATELYIF CONFLICTSEXISTBETWEENEXISTINGUTILITIESANDNEWCONSTRUCTION. PATCH, REPAIR, AND/ORREPLACEALLAItVERSELYAFFECTEDFINISHESANDSURFACESASREQ'D. 34. CEILINGTECTUM, BEAMS, SLOPEDLVLTOREMAIN - PAINTPERFINISHSCHEDULE. 35, FILLINBAFFLEWHEREWALLISREMOVEDANDRELOCATED - MATCHEXIST. HEIGHT. PH # 281446 30. MATERIALANDCOLORSPECIFICATIONSHALLBEASIDENTIFIEDBYOWNER, CONTRACTORSHALLVERIFYCOLORANDMATERIALWITHOWNER, PRIORTOBIDDINGORCONSTRUCTION. 36. REPLACEALLDININGROOM, FOODBAR, ANDSERVERSTATIONAREACEILINGTILE - CLEANEXISTINGGRIP, MATCHEXISTINGHEIGHT. 37. INSTALL (7) NEWMEDALLIONSOFACADES. DEMOEXIST. CEILINGGRIDASREVD. (MEDALLIONSBYCEC). NOTE: WOK, SEAFOOD, HACIENDA, ANDPIAllA, AREUNDER9' CEIUIIIGS. PAINT PERFOODBARFACADESPEC. CONNECTTOEXIST. SUPERSTRUCTURE. CcMO) 0) ItnM r, 0 Wf'V WMm Z Uu') ° Zp u0 N f„ LxQ AWo x T F ` cco V ° `no Lo V rnQ rn LO OF 11,% N. R. ivbv- N L0i AL 12 0 D o O a Eao v3 J0 46 FO Revisions THRUADDENDUM Q PROJECTDATE 3-19-13 DrawnBy R LmKr CbeckedBy3g'GFL, P. WOOD SheetNo. T1 1234S6789101112 1 2 3 4 5 8 7 9 12 LMHT Prolect No. 13143.00 Kn Q t` M i' FF1r- Kn W C*4 ¢ N 62 W2 18 18 W262" 6 18 D5 DS MEN A3 A3 I 12 W10 63 Ir Z NO WORK ATHISEWOMENI RESTROOMS: DEFERRED URINALS W 0. « Z v e z o, W z s o a 5 5 12 W10 B3 IL 1. RETROFIT WITH NEW FLOOR AND WALL A W5- _ 15 7 15 7 E E TILE, NEW PARTITIONS (EXIST. FOOTPRINT T NEW ¢ TO REMAIN), VANITIES, RECESSED HAND DIM 9 9 A3 LE Iff CAR T NEW TILE' DRYERS (2 PER RESTROOM), MIRRORS, AND HANDS FREE FAUCETS. Cc Y ° r ca 18 5 15 Ft 62 W4 B2 I 11V4 62 H5 W2 A3 2. URINAL PIPING TO BE REPLACED. V N W v - 2 ¢ oAM7 9 82 1\ 3. PAINT TRIM, CEILINGS, AND WALLS ABOVE WALL TILE PER SPEC. rn a 9-did V W2 W2 W2 15 DN VG DN NNC 15 2 REW ED FLOOR 82 Z5. 4. LAMINATE DOORS PER SPEC. EXISTING WATER CLOSETS AND URINALS LO C" t 00 E 5 7 5 7 CAR ET NO WORK NO WORK THIS AREA THIS AREA TO REMAIN. NO CHANGE. 9 9 NEW EXIST. ROLLED FLOOR B C,y 13 i B2 W2 EW OLLED ARPET EW......................................... ARPET NEW 62 W4 ROLLED B2 W4 CARPET NEW CARPET NEW CARPET ROLLED HS CARPET A3 NEW gC X44y {i C O gyp. Leh Z .. d z NEW CARPET 5 B2 W4 LE 15 TILE 23 15 CARPET :1: 1 TILE :I: I SEAFOOD I. I LINE OF NEW :1: 1 FOOD BIRO O A TCGENERALNONOTES 7a1H +der TILE A3 1. iO , 4,It EXIST. FLOOR r -=----====Z------- I, NEW CARPET TILE EXIST. r N r- o -------Z----------- - 2 2 ; : % 19 O i r — — EXIST HOOD ABOVE r'7I 1. REFER TO DRAWING TT FOR GENERAL NOTES, HEALTH NOTES, AND COMPLETE SCOPE OF WORK. i FLOOR I f b -------p f ..... I I -- I r----- - --- ---------JaL---------- Z_ J HACIENDA I 1111 I 2 UNLESS NOTED ENT07HIS EXISTING TO REMAIN l J I I II¢ I 1 LINE OF EXISTING FOOD BAR 10 j LINE OF EXISTING I FOOD BAR - N I 1 1 I Ij I1 f 1 UNE OF EXISTING I I I I FOOD BAR 1 1 0 L —— 3. 4. ALL EXIST. HOODS ARE TO REMAIN. GENERAL CONTRACTOR TO PROVIDE DUMPSTER ADEQUATE TO RECEIVE DEBRIS, DISCARD BAR C 1 G 1511 FAA 1 15 BAKERY p I I I I I I EXIST HOOD I r., 10 1 I I ABOVE rlCr15II NEW HOOD — ABOVE — z AREA7 5. COMPONENTS AND DEMOLITION MATERIAL STORE WILL FURNISH WIPE DOWN AND CLEM 6f # I o; I- - - - I-- - 0 I-- I---1 P - - - - - - - - - - - - - I 1 I PIAZZAi I ' 11 I -------- ---- ------ I L - - - - - - - - I I I r --- L I I THIS FCOMPONENTSOPENINGDAILY. NO REMOVED FROM DEBRISOR TOR EQUIPMENT ARE TO BE LEFT ON SITE. TABLE AND CHAIRS TO BE F Fo EXIST. FL L _ _ 1 I I FLOOR L _ _ _ _ J _ - - NEW CARPET TILE 1 i _ - I I — — J i° I i L------- - - f - - - - - - - - - - - - - - - - - - - f f 1 Pli CA I' VV9 I EXIST HOOD I, I EXIST HOOD (ABOVE I 1 I (ABOVE 11 H I I 11 I I I I - 5. PROPERLY ARRANGED DAILY PRIOR TO STORE'S OPERATING HOURS. GENERAL CONTRACTOR TO PROVIDE STORAGE CONTAINER ON SITE FOR RECEIVING m NEW H5 A3 15 15 I I 20 I I I I I: 3 c I 6. EQUIPMENT/SMALLWARES. ALL NEW WORK TO COMPLY WITH ADA AND DSI DSI I I II I J H i + TEXAS ACCESSIBILITY REQUIREMENTS.ROLLE 5 CARPEDT NEW A3 A3 W2 B2 I i CARPET TILE 7. NEW EXTERIOR LE.D. BUILDING ACCENT LIGHTING UNDER SEPARATE CONTRACT. DNEW ROLLED 1 F 1 1 F W2 B2 8 C C a I W1 S. FURNITUREBY CEC-RECIEVING, SWAPPING AND CARPET MNGDINNC3 21 1 ¢ I +/- 16'-4" ir---- 7'-4' 9. STORE OPERATIONS. USE NEW GCD FINISHES AND SPECIFICATIONS PER FEBRUARY 6, 2009. NEW BRAND DECOR INTERIOR PACKAGE TO BE INSTALLED. DINING SERVRVG: 3 r CSCE CONSTRUCTION NOTES x 1&, 1 B2 5 9 B2 B2 5 7 9 5 7 B2 B2 9 L - - - - - - - - 1 I 16 16LJDINING 62 B2 17 WTCI_1ER ZNO WORK7 THIS AREA OEXTEND DIVIDER WALLS AT 4' HIGH APPROX. 24' TO ACCOMMODATE BOOTH PACKAGE IN FRONT AREAS. MATCH ADJACENT FINISHES. xli W2 W4 W4 W4 W4 W4 W4 B2 14 5 9 13 7 O DEMO EXISTING KITCHEN WALL PER PLAN TO ACCOMMODATE SEAFOOD BAR AREA. 18 5 F11 V -Y 15 F 15 W2 6 _ _ 4 C I 1 16 W OUEUM Ez O PROVIDE NEW NON-COMBUSTIBLE WALL PER PLANFORNEWWOKCOOKSTATIONTOINCLUDE DECORATIVE TILE FINISH ON FOOD BAR SIDES. SEE DWG. A3 FOR WALL TYPES. E p 0 LL C 3 11 W6 W7 O LAMINATE 2 BATHROOM, 1 CLOSET, AND 2 NEWDOORSFORCBTROOMANDCLOSETPERSPEC. V J p 18 1$ 02 B2 W2 NEW 01 5 9 CCM 1 g 5 9 13 CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND BRACING AS REQ'D PRIOR TO DEMO. OR CONSTRUCTION O LOWER BAR HARBOR PANELING ON ALL WALLS TOCHAIRRAILHEIGHTTHROUGHOUTTHEDININGAND ENTRY AREAS AND PAINT PER SPEC. ADD CHAIR JIM62 W2 B2 W2 B2 W2 n CARPET RAIL WHERE NEEDED. NEWT CARPET EXIST. EXIST. FLOOR T FLOOR F1 FLOOR PLAN ALL INTERIOR WALL( AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASS IN ACCORDANCE WITH THEIR FLAME O Oj ANCLOSE NEW TRAIISTING EXPRESS LINE NING ROOM AND CLOSETEPER PLANING INSTALL NEW CHAIR BUMPER GUARD ON CHAIR RAIL AT DINING ROOM WALLS TO PREVENT WALLS FROM BEING DAMAGED BY CHAIRS. BOOTH WALLS Mm By c;e, Cowmc'm o Wm A3 A3 SPREAD AND SMOKE DEVELOPED INDEXES: WILL NOT RECEIVE CHAIR GUARD. INTERIOR FINISH SCHEDULE ALL F1 E8 w/Q ppWMTE PFIOR Tp pip MgT+g Al SCALE: 3/16" = 1'-0" CLASS B -FLAME SPREAD 26-75; DEMO AND REBUILD WALL BEHIND LINE AREA PERENTRYSMOKE ',DEVELOPED 0-450 PLAN. SEE DWG. A3 FOR WALL TYPES. BABE MATEWL GYPWtQW 12' CONC. BACKER W. FROM FLR.) F f%W MATEFIAL REPLACE EIGST. FRP OR ADD NEW - BASE TO O.G.NUDo MANUFACTUFIER COLOR/momiPATTEFN Aim Q O CARPET INSTALLER SHALL REMOVE ALL EXISTING DINING FLOORING DOWN TO EXIST. CONC. SLAB IN AREAS WHERE NEW FLOORING IS TO BE VERIFY ALL FINISHES W OWNER PRIOR TO ORDERING O PREP. AND PAINT PER SPEC INTERIOR DININGROOMANDENTRYAREAWALLS. TRIM TO INCLUDE WINDOW TRIM, CHAIR RAILS, WALL CAPS AND COLUMNS, (KNOCKDOWN PAINT ON ALL WALLS F O KNOCK DOWN PAINT -FROM T/CHAIRRNL TO CEILING SHERWIN WILLIAMS (SEE SPEC) SW 8113 INTERACTIVE CREAM - SATIN INSTALLED. SCRAPE, GRIND & PREPARE SLAB AS REQUIRED BY NEW MATERIALS. ALL ITEMS FURNISHED BY GENERAL AND BULKHEADS ABOVE CHAIR RAIL). O GYP. SO' PAINTED WOOD CHAIR RAIL SHERWIN WILLIAMS SPEC) SW 8117 SMOKEY 'MPAZ FLOORING MANUFACTURER TO ASSURE SMOOTH, (LEVEL INSTALLATIONS OF CONTRACTOR UNLESS OTHERWISE NOTED. WOOD GRAIN PANELING WAINSCOT SFE _ DTI,( Kxoss MARIJTE (ATLANTECH DISTRIBUTORS INC) MPLK715S4 MAH04my SOLVENT - C37535G NEW FLOORING. INCL. SUBFLOOR UNDER NEW CARPET AS REQ'D, FEATHER 10 PAINT PER SPEC ITEMS COVERED IN FOOD BARS W3 STEEL COLUMN PAINT SHERWIN WILLIAMS (SEE SPEC) SW 8387 COMPATIBLE FOR SMOOTH FINISHED WALKING SURFACE W/NO "HIDDEN TRIP HAZARDS'. DETAILS FOR BUILDER. W4 Gm. SO. (Low wAIls) PAINT TRIM 8: CAP SHERWIN WILLIAMS (SEE SPEC) CREAM - D7M GLOSS SW 8117 SMOKEY TOPAZ - DTM GLOSS FOOD BAR CUSTOMCASEWORK IS PROVIDED SO AS TO 11 STRIP AND PAINT PER SPEC QUEUING RAILS. O p WOOD GRAN PANELING WAINSCOT FROM T/9ASE TO B/CHNRRAIL MURAL GRAPHICS (NTH TRIM ALONG TOP OF WINDOW VERIFYExT1NTs W/ OWNER)AKI MARUTE (ATLA NTECH DISTRIBUTORS, INC MI MAHOI 704-391-0811) SOLVENT - C37535G DOOR VIEWER CORP. STORE BY OWNER, FRANCHISEE STORES BY GENERAL CONTRACTORVARIES 2• 2' GRAPHICALLY CONVEY THE APPROPRIATE DESIGN REQUIREMENTS. THEY SHOULD NOT, HOWEVER, BE INTERPRETED AS SHOP DRAWINGS. 12 PAINT PER SPEC BATHROOM TRIM, AND EXPOSED WALLS ABOVE WALL TILE. SEE RCP FOR CEILING FINISHES. Revisions 3 KNOCKDOWN PAINT - FROM TOP OF WINDOW TRIM SHERVN WILLIAMS (SEE SPEC) SW 8113 INTERACTIVE CREAM - SALIN BRIGHT 4• 13O INSTALL THIRST FIRST MURAL WITH TRIM AND THRU ADDENDUM PAINT -CHAIR RAIL SHERWIN WILLIAMS (SEE SPEC) SW 8117 SMOKEY YOPAZ _ DTm GLOSS KNOCKDOWN PAINT PER SPEC. TO CEILING. MURAL WOOD GRAIN PANELING WAINSCOT FROM T/BASE TO B/ AIRRAIL MARLITE (ATLANTECN DISTRIBUTORS. INC MPLK715S4 MAHOh AIHY 704-391_0611 SOLVENT - c37538c USTARD SIGHT 1 p EXISTING CONDITIONS AND EQUIPMENT LOCATIONS ARE WILL RUN APPROX. 3' HIGH ON BULKHEAD BEHIND EXIST. UNE AREA. VERIFY EXTENTS WITH OWNER. W6 QUEUING RAIL PAINT TIXE CLADLECLAD HIU'i SO UDS ao HARDE7HPERTP K5B SOLVENT BLEND B SHERWIN WILLIAMS (SEE SPEC) SW 8334 FLOWER POT _ CL BASED GLASS- ALUM. BASED ON OWNER PROVIDED AS -BUILT INFORMATION, CONTRACTOR SHALT. VERIFY ALL CONDITIONS PRIOR TO 14 DEMO TILE IN LINE AREA STARTING AT SERVING Q W7 QUEUING RIAI PIPE PAINT SHERWIN WILLIAMS (SEE SPEC) TRICORN BLACK -GLOSS SW 8258 KHAKI BRIGHT i AAMC/ m 1 IMPACT H.M. I FRAME STARTING WORK. MAKE ADJUSTMENTS AS REQUIRED BASED ON ACTUAL, BUILDING EQUIPMENT CONFIGURATION. UNE THROUGH REGISTERS IN ALL CUSTOMER WALK ARFJC'S INTO DINING. INSTALL NEW CARPET TILE W' FROM 18" ABOVE HOOD (MIN.) CERAMIC IU GROUT EVANSVILIi 71LE DISIRIBU7KNNS JESSE BOWLING 815-390-0514 KHAKI BRIGHT 4x4 MUSTARD BRIGHT 4x4 CRQUT: UNSAFOED WF87E DOOR THROUGH UNE/REGISTER AREA INTO CUSTOMER AREA OF ALL FOOD BARS. OMC: 812-473-84531111111 15 NEW PAVILION CARPET TO BARS. NEW CARPET IN WALL PANT FINISH ABOVE TILE SHERWIN WILLIAMS KNOCKDOVIN 7DITURE, ,TEM CREAM - SATIN /8379 W9 p -e F1 SAW CUT AND REMOVE EXIST. INTERIOR CONC. SLAB AS DINING AREAS. D-8 W10 WATER RESIST. GYP. BO. (GREEN BO.) 12' BACKER . FROM FIR.) 3X12 BULL NOSE 2X12 WALL „ E'VANSVILLE TILE DISTRIBUTIONS EVAIRSIILLE TILE DISTRIBUTIONS RIVERBANK SURFACE BULLNOSE, BNFL -3x12 RIVERBANK F,ELLD » FL-1 K,2 REQUIRED FOR NEW PLUMBING LINES AND ELEC. CONDUIT. BACKFILL & COMPACT AROUND NEW UTILITY AND Hs WALL FINISH DIAGRAM Hs DOOR AND FRAME ELEVATIONS REINSTALL CONCRETE SLAB, BASE, AND VAPOR BARRIER 16 NEW SERVING LINE CABINET WITH NEW TRAY RAILS. AND NEW 3' REGISTER CABINETS SEE DWG PROJECT DATE GROUT TRIM EYANSNU.E TILE DISTRIBUTIONS CHOCOLATE SANDED cRaur, BPOG-1n F1 AND BAR MANUFACTURER'S SHOP DRAWINGS. sH xI AMS SMOKEY TOPAZ - TM 117 SCALE: 1 4 = 1'-0 SCALE: 1 4' = 1 -0" TO MATCH EXISTING. Aw Al / " Al / , 17 REMOVE EXISTING MENUBOARD. REINSTALL (1) CONC. SLAB CARPET (FLAME SPREAD PF 25 OR LESS REKYD) CONTACT COASTAL EQUIPMENT BuwSIH 12' ooODs CplpR PATTERN REPEAT 2`Wx3'L W/ ACTION MENU BOARD (STRATA/PAVIWON) AT 7'-4' PER 3-19-13 CARPET CONC. SLAB FLAME SPREAD PF 25 OR LESS REO) PATCRAFT (DESIGN WEAVE) PROVIDED BY COASTAL EOUIPLIENT LOCK BACKING SYSjEy COLOR 0443P-0, STYLE /42782, 24'x24' CARPET TILES DOOR SCHEDULE WALL LEGEND 18 PLAN. APPLY GRILLHOUSE MURAL TO BACKSIDE. INSTALL NEW MINI BLINDS. Drawn By J ® LLLL CONG SAB 8x8 SIP RESISTANT TME GMT EVANSVILLE TILE DISTRIBUTIONS (JESSE BARDIGUO 8x8 SUP RESISTANT TILE (BPKE-8x8-SRA) BOWLING - 815.390.051 4/812 473.8433) ET DOOR FPAME EXISTING TO BE REMOVED 19 DEMO EXISTING PASS THROUGH (ABOVE) LMHT CONIC sae WALK OFF MAT/CARPET MAFNB BLACK SANQIED GROUT (BMG-DB-25S)mw RUFFIAN N - 1508 EBONY EARTH DOM WE TYPE MATER& FW*i I'IAWWAFE TYPE MATEFL4L FOW FEIMAFM NEW NON-COMBUSTIBLE WALL REQUIRED 18' BEYOND AND ABOVE TYPE 1 HOODS: (3- 5/8" MTL. STUD WALL W/ 1/2" 20 NEW HAND SINK. SEE PLUMB. AND EQUIP. DWG. F1 H Checked ByC01)NGTON t) 2'- 8' x B'-Eiz 1 3/ 4' D-8 SOLID WOOD CORE STAINED HW -6 F-1 HOLLOW METAL PAINT ® CONC. BACKER BD. BOTH SIDES TO ROOF DECK OR 18' 21 REUSE EXIST. HAND SINK AT NEW WALL QRL, P. WOOD BIL CONIC. BACKER BARD COVE BASE GROUT QUARRY TILE MATCH EXISTING 02 (t) 2'-10' x 8'-8'x 1 3/4' D-8 SOLD WOOD CORE STAINED HW -8 F-1 HOLLOW METAL PAINT ® MIN. ABOVE HOOD BRACED TO STRUCTURE) 22 EXIST. DOOR TO BE REPLACED WITH NEW. g2 GYP. BOARD 4' VINYL COVE BASE JOFINSOMIE 800-899-8918 131 CAMEL 03 (1) x 8'-x 1 3 D-8 SATIN ANODIZED ALUM. F-1 HOLLOW METAL INSTALLS FOR SINGE SWING OPERATION; STANDARD FRAME NEW FULL WALL O EXISTING WALL NEW LOW WALL EXISTING LOW WALL Q REMOVE EXIST. VEGGIE BAR Sheet No. 83 W. BOARD 4X12 SIT IN COVE BASE 1x4 OUTSIDE COVE CORNER EVARSVNIE TILE DISTRIBUTIONS BARDIGUO DPKE-4XI2CB BARDIGUO BPKE-1X4C8t NOTES ® MATTMATCH ADJACENT PAINTEDNTED WALL COLOR FOR DOOR HARDWARE SPEC. SEE DWG. SP1. 1 2 3 4 5 1 6 1 7 1 8 1 9 1 10 if 12 2 3 4 5 6 7 8 9 10 1 1I 1 12 A.U. IEEE OE 6 111imupSu"01 111111re; "Im J 1 1::` fir II`:.lJl .., C 5 I 14)sIml 5 5 `° 6 y II II II II II <7}-' II II II (7Y II II U7 \t-1 II (4 2 2 2 81RANG 3 3 3 3 3 3 3 3 3 3 3 3 3 33 DIVING n n n n DINING n n DINNG 2 H CEILING PLAN A2 SCALE: 3/16" = 1'-0" CEILING FINISH SCHEDULE FOR IGHTS SEE PLAN o) MARC BUSE MA7E1AL FIM MAM RAL MANIFACnM OOLOWI 101)"AT' M FftMW SUPERSTRUCTURE. FC__ll 2x2 ACT FIBERGLASS ARMSTRONG ORTEGA WHITE N q C2 2x2 OR 2x4 ACT PREFINISHED GYP. BD. w/ VINYL CELOTEX WHITE CEILING PANEL, MIN. 18" BEYOND NEW HOOD. REPLACE CEILING TILE IN ALL FOOD BAR AND WAIT AREAS, FC27 OR C8 . CLEAN EXISTING GRID. FC531 EXISTING GYP. BD. PAINT SHERWIN WILLIAMS (SEE PEC) #7005 PURE WHITE - HIGH GLOSS USE PRO BLOCK & 2 COATS OF PAINT Z C4 EXISTING CEMENTITIOUS ROOF DECK PAINT SHERWIN WILLIAMS (SEEPEC) 7005 PURE WHITE - FLAT USE Ph0 BLOCK & 2 COATS OF PAINT C5 EXISTING EXPOSED LVL BEAM PAINT SHERWIN WILLIAMS (SEE PEC) /7005 PURE WHITE - HIGH GLOSS USE PRO BLOCK & 2 COATS OF PAINT W C6 EXISTING GYP. BD. PAINT SHERWIN WILUAMS (SEE PEC) #6113 INTERACTIVE CREAM - SATIN KNOCK DOWN' FINISH C7 EXISTING 1x6 OPEN GRID PAINT SHERWIN WILLIAMS (SEE PEC) #6117 SMOKEY TOPAZ - DTM GLOSS CS1 1 24"x 24' MTL CLG. PANEL PRE -FINISHED (FACTORY POWDERCOAT) 2 1 ARMSTRONG METALWORK 3 TEGULAR - "WHITE" 4 17 8 ER r MG 1 7 3 _I C3 J p ZEXISTING TO REMAIN 7 92 / 92 3K X 01 to 6 1 7 8 i EXIST HOOC Ilion 0 loss I mrl' o' i mml-_ imC10 WORN 1 ZNO WORK THIS AREA WALL LEGEND NEW NON-COMBUSTIBLE WALL REQUIRED 18" BEYOND AND ABOVE TYPE 1 HOODS: (3-5/ 8" MTL STUD WALL W/ 1/2" CONC. BACKER BD. BOTH SIDES TO ROOF DECK OR 18" MIN. ABOVE HOOD BRACED TO STRUCTURE) NEW FULL WALL EXISTING WALL CEILING LEGEND 1=1 IND ED ALL EXISTING CEILING ITEMS TO REMAIN UNLESS OTHERWISE 3K NOTED DEMO. EXIST. GRID/CEILING C8 // PRE -FINISHED (FACTORY POWDERCOAT) 0 CEC). NOTE: WOK/PAGODA, SEAFOOD, HACIENDA, AND PIAllA, ARE UNDER 9' CEILINGS, PAINT PER FOOD BAR FACADE SPEC. CONNECT TO EXIST. o) VERIFY ALL FINISHES W/OWNER PRIOR TO ORDERING Ic o MATERIALS. ALL ITEMS FURNISHED BY GENERAL SUPERSTRUCTURE. r%, 0) CONTRACTOR UNLESS OTHERWISE NOTED. O7 EXIST. GYP. BD. BAFFLE TO REMAIN - PAINT C6 O8 REWORK CEILING GRID FOR NEW HOOD - REFER TO SHEET F1 AND HOOD DWGS. NEW METAL W N q XISTI EMAI TO FOOD BAR CUSTOM CASEWORK IS PROVIDED SO AS TO GRAPHICALLY CONVEY THE APPROPRIATE DESIGNOREQUIREMENTS. THEY SHOULD NOT, HOWEVER, BE INTERPRETED AS SHOP DRAWINGS. u CEILING PANEL, MIN. 18" BEYOND NEW HOOD. REPLACE CEILING TILE IN ALL FOOD BAR AND WAIT AREAS, FC27 OR C8 . CLEAN EXISTING GRID. ZEXISTITO REMAI o 10 REWORK CEILING GRID AS REQ'D. WHERE WALL IS REMOVED/RELOCATED. H Z Z U EXISTING CONDITIONS AND EQUIPMENT LOCATIONS ARE BASED ON OWNER4PROVIDED AS -BUILT INFORMATION. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO M Oh Sheet No. Zc xo m 4 0 A2 W EXIST] REMAI E N, EXIST HOOD J o E C'4 s W C n EXIST HOOD OOUNG o EXISI REMAIN ING T L O w 2 rn V Lo IC IFI G TO EXISTING R BU IER TO MAIN WALL LEGEND NEW NON-COMBUSTIBLE WALL REQUIRED 18" BEYOND AND ABOVE TYPE 1 HOODS: (3- 5/ 8" MTL STUD WALL W/ 1/2" CONC. BACKER BD. BOTH SIDES TO ROOF DECK OR 18" MIN. ABOVE HOOD BRACED TO STRUCTURE) NEW FULL WALL EXISTING WALL CEILING LEGEND 1=1 IND ED ALL EXISTING CEILING ITEMS TO REMAIN UNLESS OTHERWISE 3K NOTED DEMO. EXIST. GRID/CEILING C8 // PRE -FINISHED (FACTORY POWDERCOAT) 0 B \ y, aED ARCyi W A LENf 16066 y OF I C 6 0 GENERAL NOTES I 1. REFER TO DRAWING T1 FOR GENERAL NOTES, ° HEALTH NOTES, AND COMPLETE SCOPE OF WORK. n 2. ALL EXIST. HOODS ARE TO REMAIN. 3. GENERAL CONTRACTOR TO PROVIDE DUMPSTER OADEQUATETORECEIVEDEBRIS, DISCARD BAR COMPONENTS AND DEMOLITION MATERIAL O 4. STORE WILL FURNISH WIPE DOWN AND CLEAN FOR OPENING DAILY. NO DEBRIS OR EQUIPMENT COMPONENTS REMOVED FROM THE STORE ARE TO BE LEFT ON SITE. TABLE AND CHAIRS TO BE PROPERLY ARRANGED DAILY PRIOR TO STORE'S OPERATING HOURS. E p C 5. GENERAL CONTRACTOR TO PROVIDE STORAGE CONTAINER ON SITE FOR RECEIVING U "QEQUIPMENT/SMALLWARES. 0 6. ALL NEW WORK TO COMPLY WITH ADA AND TEXAS ACCESSIBILITY REQUIREMENTS. 7. NEW EXTERIOR LE.D. BUILDING ACCENT LIGHTING UNDER SEPARATE CONTRACT. • S. NO CHANGES TO EXIST. LIGHTING. LIGHTING UNDER SEPARATE CONTRACT. 9. USE NEW GCD FINISHES AND SPECIFICATIONS PER FEBRUARY 6, 2009. NEW BRAND DECOR INTERIOR PACKAGE TO BE INSTALLED. 10. CONTRACTOR SHALL CLEAN ENTIRE EXIST. CLG. GRID & REPLACE CEIUNG TILE IN EXISTING GRID OWHEREINDICATEDONPLAN. F V CONSTRUCTION NOTES 1 BATHROOM CEILING TO REMAIN - PAINT C3 PER CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND FINISH SCHEDULE. Revisions BRACING AS REQ'D', PRIOR TO DEMO. OR CONSTRUCTION O2 EXIST.CEIUNG TECTUM AND BEAMS TO REMAIN - PAINT C4 PER FINISH SCHEDULE. THRU ADDENDUM O3 EXIST. SLOPED LVL TO REMAIN - PAINT FC -5-1 PER FINISH SCHEDULE. FILL IN BAFFLE WHERE WALL IS REMOVED AND RELOCATED - MATCH EXIST. HEIGHT. O5 REPLACE ALL DINING ROOM CEILING TILE = - CLEAN EXISTING GRID. MATCH EXISTING HEIGHT. O6 INSTALL (7) NEW MEDAWONS O FACADES. DEMO EXIST. CEILING GRID AS REQ'D. (MEDALU S BY CEC). NOTE: WOK/PAGODA, SEAFOOD, HACIENDA, AND PIAllA, ARE UNDER 9' CEILINGS, PAINT PER FOOD BAR FACADE SPEC. CONNECT TO EXIST. o) VERIFY ALL FINISHES W/OWNER PRIOR TO ORDERING Ic o MATERIALS. ALL ITEMS FURNISHED BY GENERAL SUPERSTRUCTURE. r%, 0) CONTRACTOR UNLESS OTHERWISE NOTED. O7 EXIST. GYP. BD. BAFFLE TO REMAIN - PAINT C6 O8 REWORK CEILING GRID FOR NEW HOOD - REFER TO SHEET F1 AND HOOD DWGS. NEW METAL W N q W FOOD BAR CUSTOM CASEWORK IS PROVIDED SO AS TO GRAPHICALLY CONVEY THE APPROPRIATE DESIGNOREQUIREMENTS. THEY SHOULD NOT, HOWEVER, BE INTERPRETED AS SHOP DRAWINGS. u CEILING PANEL, MIN. 18" BEYOND NEW HOOD. REPLACE CEILING TILE IN ALL FOOD BAR AND WAIT AREAS, FC27 OR C8 . CLEAN EXISTING GRID. Drawn By L mW V u o 10 REWORK CEILING GRID AS REQ'D. WHERE WALL IS REMOVED/RELOCATED. H Z Z U EXISTING CONDITIONS AND EQUIPMENT LOCATIONS ARE BASED ON OWNER4PROVIDED AS -BUILT INFORMATION. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO M Oh Sheet No. Zc xo m 4 A A2 W i J o C'4 s W C n o L O w 2 rn V Lo IC O N (X B \ y, aED ARCyi W A LENf 16066 y OF I C 6 0 GENERAL NOTES I 1. REFER TO DRAWING T1 FOR GENERAL NOTES, ° HEALTH NOTES, AND COMPLETE SCOPE OF WORK. n 2. ALL EXIST. HOODS ARE TO REMAIN. 3. GENERAL CONTRACTOR TO PROVIDE DUMPSTER OADEQUATETORECEIVEDEBRIS, DISCARD BAR COMPONENTS AND DEMOLITION MATERIAL O 4. STORE WILL FURNISH WIPE DOWN AND CLEAN FOR OPENING DAILY. NO DEBRIS OR EQUIPMENT COMPONENTS REMOVED FROM THE STORE ARE TO BE LEFT ON SITE. TABLE AND CHAIRS TO BE PROPERLY ARRANGED DAILY PRIOR TO STORE'S OPERATING HOURS. E p C 5. GENERAL CONTRACTOR TO PROVIDE STORAGE CONTAINER ON SITE FOR RECEIVING U "QEQUIPMENT/SMALLWARES. 0 6. ALL NEW WORK TO COMPLY WITH ADA AND TEXAS ACCESSIBILITY REQUIREMENTS. 7. NEW EXTERIOR LE.D. BUILDING ACCENT LIGHTING UNDER SEPARATE CONTRACT. • S. NO CHANGES TO EXIST. LIGHTING. LIGHTING UNDER SEPARATE CONTRACT. 9. USE NEW GCD FINISHES AND SPECIFICATIONS PER FEBRUARY 6, 2009. NEW BRAND DECOR INTERIOR PACKAGE TO BE INSTALLED. 10. CONTRACTOR SHALL CLEAN ENTIRE EXIST. CLG. GRID & REPLACE CEIUNG TILE IN EXISTING GRID OWHEREINDICATEDONPLAN. F V CONSTRUCTION NOTES 1 BATHROOM CEILING TO REMAIN - PAINT C3 PER CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND FINISH SCHEDULE. Revisions BRACING AS REQ'D', PRIOR TO DEMO. OR CONSTRUCTION O2 EXIST.CEIUNG TECTUM AND BEAMS TO REMAIN - PAINT C4 PER FINISH SCHEDULE. THRU ADDENDUM O3 EXIST. SLOPED LVL TO REMAIN - PAINT FC -5-1 PER FINISH SCHEDULE. FILL IN BAFFLE WHERE WALL IS REMOVED AND RELOCATED - MATCH EXIST. HEIGHT. O5 REPLACE ALL DINING ROOM CEILING TILE = - CLEAN EXISTING GRID. MATCH EXISTING HEIGHT. O6 INSTALL (7) NEW MEDAWONS O FACADES. DEMO EXIST. CEILING GRID AS REQ'D. (MEDALU S BY CEC). NOTE: WOK/PAGODA, SEAFOOD, HACIENDA, AND PIAllA, ARE UNDER 9' CEILINGS, PAINT PER FOOD BAR FACADE SPEC. CONNECT TO EXIST. VERIFY ALL FINISHES W/OWNER PRIOR TO ORDERING MATERIALS. ALL ITEMS FURNISHED BY GENERAL SUPERSTRUCTURE. CONTRACTOR UNLESS OTHERWISE NOTED. O7 EXIST. GYP. BD. BAFFLE TO REMAIN - PAINT C6 O8 REWORK CEILING GRID FOR NEW HOOD - REFER TO SHEET F1 AND HOOD DWGS. NEW METAL PROJECT DATE 3-19-13 FOOD BAR CUSTOM CASEWORK IS PROVIDED SO AS TO GRAPHICALLY CONVEY THE APPROPRIATE DESIGNOREQUIREMENTS. THEY SHOULD NOT, HOWEVER, BE INTERPRETED AS SHOP DRAWINGS. CEILING PANEL, MIN. 18" BEYOND NEW HOOD. REPLACE CEILING TILE IN ALL FOOD BAR AND WAIT AREAS, FC27 OR C8 . CLEAN EXISTING GRID. Drawn By L mW 10 REWORK CEILING GRID AS REQ'D. WHERE WALL IS REMOVED/RELOCATED. H Checked By afl+ P. WOODEXISTINGCONDITIONSANDEQUIPMENTLOCATIONSARE BASED ON OWNER4PROVIDED AS -BUILT INFORMATION. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO Sheet No. STARTING WORK. MAKE ADJUSTMENTS AS REQUIRED BASED ON ACTUAL BUILDING EQUIPMENT CONFIGURATION. 12 A2 10 11 2 A B 1,03D 0 C IG IH E s AL 32 13/16' 2x10 BLKG. FRONT 2x6 BLKG. II RECEIVING /INSTALLATION INSTRUCTIONS 1. INSPECT CRATING FOR DAMAGE. 2. INSPECT FOR CONTENTS (1 EA) VANITY TOP (3 EA) PREDRILLED MOUNTING BRACKETS (3 EA) 2" BRACKET TO WALL COVERS (9 EA) 1" LAG SCREWS . 3. MOUNT BRACKETS IDENTIFIED ABC TO TOP USING (9 EA) 1" LAG SCREWS PROVIDED 4. PROVIDE BLOCKING AS NOTED FLUSH 0 WALL STUD. 5. MOUNT VANITY TO BLOCKING. LAG SCREWS ARE NOT PROVIDED. 6. REMOVE TOP FROM BRACKETS, REPLACE SHEETROCK TO BRACKETS, FLOAT AREA TO COVER BRACKETS/BOLTS W/ FAST DRYING SHEET ROCK BONDING MATERIAL, & PREP FOR WALL TILE. 7. INSTALL WALL TILE. 8. INSTALL BRACKET CAP ON EXPOSED BRACKET TO WALL. 9. RE -INSTALL VANITY TOP TO BRACKETS. D5 VANITY DETAIL A3 SCALE: 3/ 4" = 1'-0" EDGE OF COUNTERTOP ABOVE OUTLINE OF BAR CABINET ABOVE I I 2) 2x6 AND (1) 1x6 (TREATED I I BAR LEG - SEE SHOP 5 1/2" 6 3/4"1 DRAWINGS BY OTHERS VARIES I Z,__ J.- ----ZT__ 1--- 1 1 _ I Lnj 1 1 1 I 1 I 1 I 11 4- 111 Luh WATERPROOF MEMBRANE LATICRETE 9235 -SEE SPECS) TURN UP FULL HEIGHT OF CURB. LEVELING TEE PER BAR MFR. SEE SHOP DRAWINGS BY OTHERS COUNTERSINK 3/8"0 EXPANSION ANCHOR 0 4'- 0" O.C. - MIN. OF 2 ANCHORS PER ANGLED SECTION G5 BAR CURB SECTION A3 SCALE: 3" = 1'-0" NOTE: FOR FINAL LOCATION & LAYOUT USE TEMPLATE PROVIDED BY BAR SUPPLIERS s 9 10 FACE OF STUD TOP OF WALL MATCH EXIST. I NEW/EXIST. DRYWALL n FIRE STOP 0 NEW TILE 34" A.F.F. 1/2"0 x 5" LAG CEILING WOOD TRIM AND CAP, W BOLTS 0 10" O.C. G9 Z FINISHES PER SPEC. A3 WATER RESISTANT O I I FOR WALL FINISHES GREEN) 2- i SEE WALL FINISH PLAN PLATE GYP. BD. J o c - - - 5/8"0 EXP. BOLTS WOOD STUDS 0 S1Q c h q I 0 24" O.C. I 16" O.C. w v II> 5/ 8" 0 EXPANSION V EACH SIDE) WALL & TUBE STEEL FINISHFLOORED 1/2" CONIC. BACKER BD. FIRST 12' 00 L N d xJ WET" WALL PARTITION - SEE DET. ABOVE 1 USE WATER RESISTANT (GREEN) GYP. BD. BOLTS 0 24" 1 ABOVE CONC. BACKER 80. - WALL TO O.C. I START 12" A.F. F. W/ TOP AT APPROX. FINISHED FLOOR PER i 20 WOOD STUDS I 2'-2" BELOW CEILING SPEC 0 16" O.C. BUILD UP FLOOR WITH LEVELING COMPOUND SO THAT CARPET IS FLUSH 2x4 STUD 0 16"o.c. BASE PER SPEC. 2" SQ. TUBE STEEL PRE -DRILLED FOR LAG E WALL TYPES 1/2" GYP. BD. BOLTS CORE DRILLED 8 9 10 111 12 4" LINE OF WOOD CAP ABOVE GROUTED INTO SLAB. SEE FLOOR PLAN FOR OF WALL LOCATION U D9 LOW WALL STIFFENER A3 SCALE: 3 z 1'-0" B/TRUSS NOTE: ENID CONDITION SHOWN- INTERMEDIATE COND. SIM.- FIELD LOCATE 7:::--1/2* GYP. BD. TO THE ROOF DECK 5/ 8"0 EXP. BOLTS I 0 24" O.C. D9 i I I I WOOD STUDS 0 A3 1 I I FINISHED 16" O.C. I 1 FLOOR I J I i I I i ; SET. TUBE STEEL & FILL HOLE BASE AS SCHEDULED 1 I I W/3000 PSI CONC. I I I I CORE DRILL 8" DIA HOLE IN CO INTERIOR PARTITION - SEE DETAIL ABOVE SLAB 2x4 OR 2x6 - SEE PLAN I USE CONCR. BACKER BD. FIRST 12" ON I BOTH SIDES I I I 1 I 1 EXIST. CONIC. SLAB I I I 1 I 1 1 1--1----- I I B/TRUSS CEILING AS RE STOP 0aI1 a SCHEDULEEILING EXCAVATE 6" INTO SOIL LZ 2" CONIC. BACKER. M 5/ 8"0 EXPBOVE tBD. HOOD18" 0 24" O.C. 5/ 8" MTL. STUDS 8"0 FINISHED 16" O.C. FLOOR BASE AS SCHEDULED CARPET SCALE: FULL JUNCTION rGi LOW WALL STIFFENEROSEE DETAIBLUABOVE INTERIOR PARTITION - A3 SCALE: 3" = 1'-0" TILE FLOORING (TYPICAL) TOP OF WALL MATCH EXIST. TRANSITION STRIP nrn n ADJACENT 4' WALL h W WOOD TRIM AND CAP, W d u Z FINISHES PER SPEC. Z _ U O I I 1/2* GYP. BD. I- i J o V rL N o W c h q v y v II> 5/ 8"0 EXPANSION V EACH SIDE) O , 00 L N d BOLTS 0 24" O.C. I I STIFFENER POST FINISHED FLOOR PER i 20 WOOD STUDS SPEC 0 16" O.C. BUILD UP FLOOR WITH LEVELING COMPOUND SO THAT CARPET IS FLUSH T/CONC. SLAB BASE PER SPEC. WITH TILE - BY TILE CONTRACTOR. GLOW WALL -SEE DETAIL ABOVE E WALL TYPES A3 SCALE: 3/ 4" = 1'-0" 8 9 10 111 12 LMHT Proiect No. 13143.00 Co nrn cc h W N o W d u Z oL Z _ U O 2 N r oInI- i J o V rL N o W c h q v y v II> g rn ¢ V 0) O , 00 L N d B ,_oSD ARCM Revisions THRU ADDENDUM F PROJECT DATE 3-19-13 Drawn By LLIFff H Checked By M, P. WOOD Sheet No. A3 Al Bl C lil IE IF B.O. CLG. 11'-4" A.F. F.± MT)L6RURUNNER SUPPORTS (12' r "' APART CENTERED ON MEDALLION) FASTEN INTO EACH MTL. STUD BLKG. w/(2) SCREWS. PAINT BLACK— NEW LACK— NEW 1/2" GYP. BD., TYP. 36" MEDALLION BY OTHERS - FASTEN w/(2) SCREWS INTO EACH VERT. SUPPORT COUNTERSINK do PLUG HEADS T.O. FLARE FRAMING 8'-3 3/ 4" AFF NEW 3 5/ 8" MTL. STUD FRAMING 0 16" o.c. TYP. 1/2* GYP. BD., TYP.--N,, 6 UNE OF EXISTING FOOD BAR BELOW i I o I------ r ---------------I----I--- H9 A4 TYP. D3 BAFFLE PLAN A4 SCALE: 3/16" = 1'-0" I G-3.1 I EXIST HOOD UNE OF EXISTING 1 6 ABOVE FOOD BAR BELOW I I M. WALLrSIMUUMH1irv+ I P-7 I I L-13 0 CLG. HEIGHT 0 H5 SIM9'- 0" A.F.F. 3 THIS AREA, N ACNDA J ZUNE OF EXISTING FOOD BAR BELOW U---- G-2.1 -- -- PLWA NEW HOOD ABOVE 7 H5 PAI A M H5 CLG. HEIGHT A M. 9'- 0" A.F.F. THIS AREA 4 I 1 I I I 1 l ii UNEOF NEW FOOD BAR BELOW 11 CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND BRACING AS REQ'D PRIOR TO DEMO. OR CONSTRUCTION VERIFY ALL FINISHES W/OWNER PRIOR TO ORDERING MATERIALS. ALL ITEMS FURNISHED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. FOOD BAR CUSTOM CASEWORK IS PROVIDED SO AS TO GRAPHICALLY CONVEY THE APPROPRIATE DESIGN REQUIREMENTS. THEY SHOULD NOT, HOWEVER, BE INTERPRETED AS SHOP DRAWINGS. ALL INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASS IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE DEVELOPED INDEXES: CLASS B - FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450 co EXISTING CONDITIONS EQUIPMENTAND o - LOCATIONS ARE BASED ON OWNER -PROVIDED AS -BUILT INFORMATION. CONTRACTOR SHALL 3 o EXIST. ROOF FRAMING 3 5/ 8- MTL. STUD BASED ON ACTUAL BUILDING EQUIPMENT oWEB STIFFENER NAIL TO WEB ACE 3 " STUD BRACE ®32 o.c. Z BRACE O 32" o.c. 1 I I Z p o TO TRUSS DETAIL CONSTRUCTION NOTES I ELV. VARIES t x0 N Q 3 5/ 8" MTL. STUD + i 3 5/8" MTL STUDS 0 24"o.c. 3 5/8" MTL. STUD FASTEN TO WEB STIFFENER W/ 4) /10 TEK SCREWS O2 PROVIDE FACADE, FAUX HOOD, AND MEDALLION FRAMING 0 16 o.c. I STUD SUPPORT PERPENDICULAR TO TRUSS FRAMING 0 16 o.c. 4-TYP. O4 PROVIDE FACADE, FAUX HOOD, AND MEDALLIONSCALE: 1-1/2" = 1'-0" 3 5/8" MTL. STUD FOR PAGODA/WOK O O PROVIDE FACADE, FAUX HOOD, AND MEDALLION N O FOR SEAFOOD BLKG. BETWEEN STUDS C O6 PROVIDE FACADE, FAUX HOOD, AND MEDALLION t FOR GRILLHOUSE p AT MEDALLION 2x4-12' LONG NAIL TO WEB OF TJ w/(4) FOR PIAZZA EXIST. ROOF 10d NAILS - SEE ALSO DET. 5/A4 O8 REUSE EXIST. OR PROVIDE NEW HANGING FRAMING 0 0 CHOCOLATE MEDALLION. VERIFY WITH OWNER. 20 BETWEEN 3 5/8" MTL. STUD ROOF FRAMING 0 24• o c 0 0 GRAPHIC SCHEDULE BLKG. BETWEEN STUDS AT MEDALLION EXIST. BAFFLE TOEXIST. BAFFLE TO REMAIN W' REMAIN B.O. CLC. 9'-0" A.F. F.± EXISTING SHEATHING NEW 1/2" GYP. BD., TYP. EXISTING SHEATHING AND FINISH TO REMAIN AND FINISH TO REMAIN 24" MEDALLION BY OTHERS - FASTEN w/(2) SCREWS INTO VERT. REMOVE EXIST. GYP. BD. AT SUPPORT, COUNTERSINK &PLUG HEADS REMOVE EXIST. GYP. BD, AT NEW DECORATIVE HOOD + NEW DECORATIVE HOOD T.O. FLARE FRAMING I +V I + 8'- 3 3/4" AFF NEW 3 5/ 8" MTL. STUD FRAMING 0 16" o.c. TYP. EXIST. CLC. OR EXIST. M iti EXIST CLG. OR EXIST. HOOD. 1 /2" GYP. BD., TYP. o ' ' HOOD. 0 CLG. HEIGHT 0 H5 SIM9'-0" A.F. F. 3 THIS AREA, N ACNDA J ZUNE OF EXISTING FOOD BAR BELOW U---- G-2.1 -- -- PLWA NEW HOOD ABOVE 7 H5 PAI A M H5 CLG. HEIGHT A M. 9'-0" A.F.F. THIS AREA 4 I 1 I I I 1 l ii UNEOF NEW FOOD BAR BELOW 11 CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND BRACING AS REQ'D PRIOR TO DEMO. OR CONSTRUCTION VERIFY ALL FINISHES W/OWNER PRIOR TO ORDERING MATERIALS. ALL ITEMS FURNISHED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. FOOD BAR CUSTOM CASEWORK IS PROVIDED SO AS TO GRAPHICALLY CONVEY THE APPROPRIATE DESIGN REQUIREMENTS. THEY SHOULD NOT, HOWEVER, BE INTERPRETED AS SHOP DRAWINGS. ALL INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASS IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE DEVELOPED INDEXES: CLASS B - FLAME SPREAD 26-75; SMOKE DEVELOPED 0-450 BOT. USS LJ PROVIDED BY CEC, INSTALLED ELV. VARIES BY GENERAL CONTRACTOR 3 5/ 8" MTL STUDS 0 24`o.c. - GENERAL CONTRACTOR SHALL PROVIDE SITE FASTEN TO CROSS MEMBER SPECIFIC DIMENSIONS FOR WALL MURALS. THERE w/(4) /10 TEK SCREWS. IS A 2-3 WEEK LEAD TIME. VERIFY ALL GRAPHIC AND MEDALLION THEME STUDSUPPORT PARALLEL TO TRUSS PLACEMENTS WITH OWNER PRIOR TO ORDERING. SCALE: 1- 1/2" = 1'-0" I MEDALLION co M EXISTING CONDITIONS EQUIPMENTAND iz M o - LOCATIONS ARE BASED ON OWNER -PROVIDED n AS -BUILT INFORMATION. CONTRACTOR SHALL o EXIST. ROOF FRAMING VERIFY ALL CONDITIONS PRIOR TO STARTING WORK. MAKE ADJUSTMENTS AS REQUIRED N BASED ON ACTUAL BUILDING EQUIPMENT oWEB STIFFENER NAIL TO WEB CONFIGURATION. Z OF TA W/(8) 10d NAILS - SEE ALSO STUD SUPPORT PARALLEL Z p o TO TRUSS DETAIL CONSTRUCTION NOTESBOT.USS ELV. VARIES t x0 N Q O PROVIDE FACADE, FAUX HOOD, AND MEDALLION W 3 5/ 8" MTL STUDS 0 24"o.c. FOR GREENHOUSE FASTEN TO WEB STIFFENER W/ 4) /10 TEK SCREWS O2 PROVIDE FACADE, FAUX HOOD, AND MEDALLION FOR BAKERY STUD SUPPORT PERPENDICULAR TO TRUSS O PROVIDE FACADE, FAUX HOOD, AND MEDALLIONFORHACIENDA O4 PROVIDE FACADE, FAUX HOOD, AND MEDALLIONSCALE: 1- 1/2" = 1'-0" FOR PAGODA/WOK O O PROVIDE FACADE, FAUX HOOD, AND MEDALLION N O FOR SEAFOOD W C O6 PROVIDE FACADE, FAUX HOOD, AND MEDALLION t FOR GRILLHOUSE p O PROVIDE FACADE, FAUX HOOD, AND MEDALLION 2x4-12' LONG NAIL TO WEB OF TJ w/(4) FOR PIAZZA EXIST. ROOF 10d NAILS - SEE ALSO DET. 5/A4 O8 REUSE EXIST. OR PROVIDE NEW HANGING FRAMING 0 0 CHOCOLATE MEDALLION. VERIFY WITH OWNER. 20 BETWEEN ROOF FRAMING 0 24•o c 0 0 GRAPHIC SCHEDULE BOT. USS LJ PROVIDED BY CEC, INSTALLED ELV. VARIES BY GENERAL CONTRACTOR 3 5/ 8" MTL STUDS 0 24`o.c. - GENERAL CONTRACTOR SHALL PROVIDE SITE FASTEN TO CROSS MEMBER SPECIFIC DIMENSIONS FOR WALL MURALS. THERE w/(4) /10 TEK SCREWS. IS A 2-3 WEEK LEAD TIME. VERIFY ALL GRAPHIC AND MEDALLION THEME STUDSUPPORT PARALLEL TO TRUSS PLACEMENTS WITH OWNER PRIOR TO ORDERING. SCALE: 1- 1/2" = 1'-0" I MEDALLION BaED A40, w0 a tFh NjX5084 f OF / ar11 In] F VERIFY G-11 LOCATION W/ SATIN BLACK SATIN BLACK -SATIN BLACK OWNER/G.C. Revisions r r• ,r iN 1 SW6376, N \1 sw634, N `1 sW63m, THRU ADDENDUM 1 GOLD COAST 1 1 CHRYSANTHEMUM 1 1 FLOWER POT PIAllA G-2.1 SATIN BLACK ® SAnN BLACK ® SATIN BLACK RE. GRAPHIC RE. GRAPHIC RE. GRAPHIC G-3.1GREENHOUSE SCHEDULE SCHEDULE SALE D Q GREENHOUSE BRASS BELL BAKERY GRILL HOUSE r1 co M IZ iz M n W N N W u Z U Z p U O t. t x0 N Q A W 0 T J O U N O W C h t U. N p IC o00 BaED A40, w0 a tFh NjX5084 f OF / ar11 In] F VERIFY G-11 LOCATION W/ SATIN BLACK SATIN BLACK -SATIN BLACK OWNER/G.C. Revisions r r• ,r iN 1 SW6376, N \1 sw634, N `1 sW63m, THRU ADDENDUM 1 GOLD COAST 1 1 CHRYSANTHEMUM 1 1 FLOWER POT PIAllA G-2.1 SATIN BLACK ® SAnN BLACK ® SATIN BLACK RE. GRAPHIC RE. GRAPHIC RE. GRAPHIC G-3.1GREENHOUSE SCHEDULE SCHEDULE SALE D Q GREENHOUSE BRASS BELL BAKERY GRILL HOUSE r1 H I REIE ASE Ltto' r- r ITEM 10 ITEM 05 0 0 II 0 0 LEFT SIDE ELEVATION 2 1 3 X 0 II 0 0 I I®ISI® Im Wm rl ml Imm yt :! 1k aR aR alt k at< vt aR FRONT ELEVATION b RIGHT SIDE ELEVATION NEW POST CUT FOR POST IN FIELD) NEW POST CUT FOR POST IN FIELD) i vi 7 vt 8 9 110 lArOUXRN-M1 NSF. `"'w°''..dl „' 2Jn n6 d FOWIRM b to 1 A I GENERAL NOTES: A 1 1/4" SS TUBE FRAME CONSTRUCTION -OPEN FLOOR & OPEN BACK EXCEPT 0 COMPR & LOAD CNTR LOCATIONS B INEW THIN LINE BULK (HEAD IN AREAS SHOWN BY AFS C COUNTER TO SIT 6" SOS LEGS D HAVE WATER RESISTANT FRONT PANELS WITH E STN/STL CHANNEL AT TOP AND BOTTOM OF FRONT PANEL Do000 INISH SCHEDULE: x top IN, - STN -01 12CM 'ORO NOIR' (SEAFOOD) STN -02 (FAMILY TABLE) STN -03 2CM pLOW4 OLeCTIONS#7460 (HACIENDA) STN -04 2CM'VELA BROWN"(GRILLNOUSE) STN -06 2CM CAESAR STONE RUBY IREFLEC71ONS 07460 (PIAZZA) STN -W 20M CAESAR STONE ABSOLUTE NOIR 06100 (PAGODA) PNT-01 PAINTED SW 6374 TORCH LIGHT (SEAFOOD) PNT-02 PAINTED SW 6616 ORANGE (BLAST (FAMILY TABLE) PNT-03 PAINTED POLANE-T DETERMINED ORANGE 2P FLAT (HACIENDA) PNT-04 PAINTED SW 6334 FLOWER IPOT (GRILLHOUSE) PNT-05 PAINTED POLANE-T OAK MOSS 2P FLAT (PIAZZA) PNT-00 PAINTED SW 6606 RAVE RED (PAGODA) 00oo COMPONENTS: u mairno" u" w". wr 01 2 WELLS 206-9 HOT FOOD UNIT - 208/1 PH 02 1 WELLS HT2DO HOT FOOD UNIT 03 1 WELLS HSWG HALF SIRE HOT UNIT vc •.c 04 1 12X20 COLD PAN #000004-CP1220 vc uc O5 1 STN/STL PIZZA WARMER WITH CAESAR .cc vc STONE RUBY REFLECTIONS TOP 06 1 CRESCOR HEAT LAMP #1 FW60022S Nc sc w/ 25OW SHATTERPROOF BULB °100 07 L702P BLACK SPOTLIGHTS FOR HOT BAR 5OW BULB 08 021 L702P BLACK SPOTLIIGHTS FOR HOT BAR 11 W BULB iw u me "'c 09 00 NO STEM HEAT LAMPS -BLACK WITH (9) 25OW "low Kc uc 10 31 STN/STL ADAPTER FOR PAGODA SECTION WOKS +c we 11 11 STN/STL SOUP ADAPTSR FOR 12X20 uc irc 12 11 STN/STL SOUP ADAPTER FOR HALF OF 12X20 arc uc X Li -1 J m 2 DRAWN BY: JAM CHECKED BY: NL PROJECT / PRODUCT # JOB / TRACKING j FAMY APPROVED BY: DAZE: SALES APPROVED Br. DAIS: SHEET NO. M1 THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. DETAILED SHOP DRAWINGS SHOWING BAR CONSTRUCTION, LOCATION, UTILITY LOCATIONS, DEMANDS and CONNECTIONS SHALL BE PROVIDED BY BAR MANUFACTURER AND USED IN . GENERAL CONTRACTOR SHALL COORDINATE THOSE SITE SPECIFIC BAR SHOP DRAWINGS WITH ALL OTHER CONSTRUCTION DOCUMENTS IN THIS COMPLETE SET INCLUDING SIZE AND LOCATION OF ALL UTILITIES AS WELL AS LOCATION OF BARS, CURBS AND SUPERSTRUCTURE. ALL SHALL MEET APPLICABLE REQUIREMENTS OF STATE AND LOCAL CODES. 4 5 6 8 9 In 1n 1 Y2 B WIPW 12 QW,19, C R p M X W5 N Ig I , ggoIts p I FjilliqJ ijl s CO 11C f M W C14 W E Z V v J 3 D O Z t xo H Q A W 1— S J 40 3C O U CQ o WLU I• y g 0,4- to o O) Q O L N 3- B WIPW 12 QW,19, C R p M X W5 N Ig I , ggoIts p I FjilliqJ ijl s Revisions THRU ADDENDUM C PROJECT DATE 3-19-13 Drawn By H Checked By on - Sheet No. F2 o O E c o, c v J 3 D Revisions THRU ADDENDUM C PROJECT DATE 3-19-13 Drawn By H Checked By on - Sheet No. F2 A H 1 z Y SCRIBE AT WALL 3 II" Y SCRIBE AT 4 FINISHES END 2' SCRIBE AT WALL r -+w n•u• I 5 7—jljlW 6 HUMBLE, TX SUPERSTRUCTURE PLAN NSF Wow r000O° 10 iawaT m w . UWMff A I GENERAL NOTES: 5,,... a:ft : -. Q. QAlmft_ 0000 COMPONENTS: Q,^C-4 N wINN 1 N X a Q) CL O w W w b m m ZD Q m 0 J o DATE REV. BY: CHEqu BY: DESCRIPTION DATE:'' 3 8? 1, 3 0" DRAW BY: JAM CHECKED BY: NL PROJECT / PRODUCT JOB / TRACKING FACTORY APPROVED BY: DATE SAM APPROVED W. DATE SHEEt NO. MSA FAND AWING IS PROVIDED FOR REFERENCE ONLY. DETAILED SHOP DRAWINGS SHOWING BAR CONSTRUCTION, LOCATION, UTILITY LOCATIONS, DEMANDS NNECTIONS SHALL BE PROVIDED BY BAR MANUFACTURER AND USED IN CONSTRUCTION. GENERAL CONTRACTOR SHALL COORDINATE THOSE SITE C BAR SHOP DRAWINGS WITH ALL OTHER CONSTRUCTION DOCUMENTS IN THIS COMPLETE SET INCLUDING SIZE AND LOCATION OF ALL UTILITIES AS S LOCATION OF BARS,CURBS AND SUPERSTRUCTURE. ALL CONSTRUCTION SHALL MEET APPLICABLE REOUIREMENTS OF STATE AND LOCAL CC)DES. 6 7 9 10 12 LMHT Pro ect No. 13143.00 p M CD o OC ^ M W CN q O W E a z zrn o J O m z t o a A W = i T J UQ- C-4 O W t` • v_ o v rn s Q N D. L B 7 Revisions THRU ADDENDUM PROJECT DATE 3-19-13 Drawn By H Checked By CM Sheet No. F3 o O E a J O Revisions THRU ADDENDUM PROJECT DATE 3-19-13 Drawn By H Checked By CM Sheet No. F3 z AI IBI E ITEM O9 0 ITEM 10 9m COIR PAMS W/ Fum MOUNT lE1pLLAlES Jr T ITEM 2 4 5 7 II II I II II UNTAIN u HUMBLE, TX EXISTING PLAN 8--j- NEW S/ S TOPS WITH STONE LEADING EDGE AND NEW COLD PANS HUMBLE, TX COLD -BAKERY PROPOSED PLAN e n NSF. dMiY-NLT or 00000 INISH SCHEDULE: STN -01 CAESARSTONE^JERUSALEM SAND" S7N-02 CAESARSTONE-BUTTE RMILK` STN -03 CAESARSTONE^ESPRESSO' PNT-01 PAINTED SW 83417 CHRYSANTHEMUM (BAKERY) PNT-02 PAINTED SW MIS GOLD COAST (COLD) w CIO ND01cpjrnmRFs CUSTOM COLD PAN WITH 114HP COMPRESSOR ICE CREAM ENCLOSURE PANELS PINK FLOWERPOT BOWL s WI` J DIPPING 12X20 COLD PAN AFC#000004.CP1220 N p AUF I FROST TOP AFCN000004-CPFT TN -0 11-4 3'- 6' TN -0 — 4-2'-6' 24'-9" TN 5-- 7- vc' O r NEW COUNTER WITH S/ S TOP d< NEW HALF WALL WITH 13'-4j" 3'-7 STONE WALL NEW S/ S TOPS WITH STONE arc c n, a Esc arc nsc' •ti 3" STONE LEADING EDGE BAKERY FINISHES) CAP d: VERTICAL GLASS LEADING EDGE AND NEW COLD PANS HUMBLE, TX COLD -BAKERY PROPOSED PLAN e n NSF. dMiY-NLT or 00000 INISH SCHEDULE: STN -01 CAESARSTONE^JERUSALEM SAND" S7N-02 CAESARSTONE-BUTTE RMILK` STN -03 CAESARSTONE^ESPRESSO' PNT-01 PAINTED SW 83417 CHRYSANTHEMUM (BAKERY) PNT-02 PAINTED SW MIS GOLD COAST (COLD) 2)' STONE LENDING EDGE r0 0C, w J ND01cpjrnmRFs CUSTOM COLD PAN WITH 114HP COMPRESSOR ICE CREAM ENCLOSURE PANELS PINK FLOWERPOT BOWL IS s WI` J W N 12X20 COLD PAN AFC#000004.CP1220 W SCOOP BOWL 2)' STONE LENDING EDGE r0 0C, w COMPONENTS: ND01cpjrnmRFs CUSTOM COLD PAN WITH 114HP COMPRESSOR ICE CREAM ENCLOSURE PANELS PINK FLOWERPOT BOWL IS WELLS IODD HOT FOOD UNIT 130M SHELL BOWL SOD 12X20 COLD PAN AFC#000004.CP1220 W SCOOP BOWL y FROST TOP AFCN000004-CPFT vc ese' O vc' O r Z SKEWER CYLINDER HOLDERS AFC#OODD04-0199 arc c n, a Esc arc nsc' •ti qW CHOCOLATE FOUNTAIN FUDGE PAN AFC#000004-0331 D Z rn LOAD CENTER (BAKERY) COLD PAN VIA/ 1/2HP COMPRESSOR #GC1/2HPCP COLD PAN W/ 1/2HP COMPRESSOR #GC1/2HPCP COLD PAN W/ 1/2HP COMPRESSOR #GC7/2HPCP 2)' STONE LENDING EDGE r0 0C, w 22 0OQUEENANNE PINK FLOWERPOT BOWL IS SHELL BOWL SOD W SCOOP BOWL y STACKED BOWL I— GREEN SQUARE BOWL Z o 1/3 SIZE PAN W Z rn 1/6th PAN m NEW MILLWORK DOORS (VENTED 11-24}" X 24j" 11-1* X 20t 11-24J" X 20t NEW MILLWORK PANELS (VENTED) 11-24}• X 24}" 1-24}" X 20t 1-25}"X20j" LAMINATED "WHITE" is M Q m Of W Y m CD jw 45 Lu g DATE: 1/26/12 SCALE: 3/8'=1'-0" DRAWN BY: JAM ii CHECKED BY: NL LMHT Proiect No. 13143.00 BI Revisions w rnrn W cV y Z o Z rn E Oq Z. L XO N Q A W o T J cc O aNOma q Q j LO CnN Q Fn Q O N n. BI Revisions IA IB IC ID IE IF IG IH 3 1 4 1 5 6 9n T L3 LMHT Proiect No. 13143.00 I , 5" W M CY) ITEM 01 BRACKET PLAN 00 D501M W N g W r 00 T" yr W^N N FRONT VIEW BRACKET SIDE VIEW T— in I u- 17 gs S ITEM 0 aD arf>tsars 11 PIAN 6" 1 SIDE ELEVATION cur OU Cool F• • T > ( 0-)] I NO L I I I I—II I I, PLAN VIEW LPLL REAR ELEVATION SIDE ELEVATION USTED Q1.Faodmvice equkmvA manufactured by Mmicm toFoodaervioe Com is buiR iTn 19 and -=Lo in at ries cao *1- ndada of NSF matbnd NSF eon 2NnasBc local cn rogni malt e I n a th 00ae of NSF nol FOSOD SERV " ithe a as % or I Chargee Tor maW in n o aqui EQUPMENT A GENERAL NOTES: A TO BE MILLWORK CONSTRUCTION WITH 6" TREATED BASE COVE BASE FOR TOEKICK BY OTHERS 00002 INISH SCHEDULE: CRJlaia PLL001 TOP - FORMICA #3518-46 FLINT CRYSTAL PLL002 CABINETRY LAMINATE WILSONART AMBER CHERRY #7919-38 PLL003 CABINETRY LAMINATE WILSONART FUSION MAPLE#7909-60 0002 COMPONENTS: TEM TY DESCRIPTION SUPPLIED INSTALLED e • BY BY 01 01 5" 15' O.D. DRIP TROUGH - 4"x 4" GRATE 02 1011 TROUGH, 5" X 24" O.D. - 4" x 23" GRATE Is CUSTOWER APPROVAL BY: DATE: APPROrVED: APPROVED AS NOTED: REVISE; AND RESUBMIT: FACTOIRY APPROVED BY: DATE: SALES APPROVED BY: DATE: rand AWING IS PROVIDED FOR REFERENCE ONLY. DETAILED SHOP DRAWINGS SHOWING BAR CONSTRUCTION, LOCATION, UTILITY LOCATIONS, DEMANDS NECTIONS SHALL BE PROVIDED BY BAR MANUFACTURER AND USED IN CONSTRUCTION. GENERAL CONTRACTOR SHALL COORDINATE THOSE SITE BAR SHOP DRAWINGS WITH ALL OTHER CONSTRUCTION DOCUMENTS IN THIS COMPLETE SET INCLUDING SIZE AND LOCATION OF ALL UTILITIES ASSLOCATIONOFBARS, CURBS AND SUPERSTRUCTURE. ALL CONSTRUCTION SHALL MEET APPLICABLE REOUIREMENTS OF STATE AND LOCAL CODES. 3 11 7 8 9 1 LMHT Proiect No. 13143.00 W M CY) 1 o W N g W 00 T" yr W^N N r \ \J U)^ I u- 17 gs S a a E 11 PIAN w oxo q z W W O 3 I m w z_ J CD z z I"K V) J LL fill, DATE: 1/28/13 LALE: AWN BY: CHECKED BY: SUBMITTED BY: PROJECT / PRODUCT 000000 / 00000 SHEET NO. M3 0 B D LMHT Proiect No. 13143.00 W M CY) F, Obi o W N g W L aZzC 17 a a E 11 Z N t o a A c W v 3 J IM T J O adoo C" ac DON d B D o Ic 17 ra 5; 11 E a 0 c v 3 J IM Revisions THRU ADDENDUM O PROJECT DATE 3-19-13 Drawn By H Checked By GRL Sheet No. F5 IA IB ID IE IF 10 IH 1 2 3 4 $ 8 7 $ 1 8 1 10 11h 12 LMHT Probid No. 13143.00 A rn rn C ^ rn W 04 a U p p O E °' q o q Z s o < WA o 0o V CL N p W czr- a LISTED 1.Foodeervice equipment manufactured by kwcon Foodwmce Company — ~ m 0.0. ti is built in accordance with the loteet roreppursmmds and standards of L. u O NSF Intmeationcl(eanitation) and Underwriter Laboratories (safety). _ In the went a state or local code requiternent exceeds those —,, V LO rn2F98NSF. of NSF Intmnationolond/or Underwriter Wborotory, failure to notify Q 0 USTON-BUILT American Foodservice Company in advance of production and in writing ao -E 0011 SERVICE may rsult in the equipmerd failinngg to pass local inspection s) N a EGUIPttENT and/or additional for maWng mpifications to the equlimnent j 116 L RL6NjZFRJ F - - - -1 o I SCALES I rGO 1' G o sJ— CARTGN ARTONj1„_ J L J 4'_0" VPLAN IEW A 3'— 1 Oj" graphi BYO S I ih r 41C14 r l i" i„ / N v -9j" ) ,-94„ C OPEN FOR OPEN FOR It 14x18 TRAY 14x18 TRAY" 0 I = N 1(/, 4VIEW C NO END DIVIDER PAINTED BLACK WITH STAINLESS OVERLAY WILSONART FUSION I MAPLE #7909-60 , I i TO BE WILS NART FUSION INSTALLED IN MAPLE #7909-60 FIELD FOR PROPER LOCATION N T C N, I WILS NART FUSI N MAPLE #7909-60 RADIUS END 2" - PANEL IIIA ' 4 VIEW "A" a WILS NART 7919-38 AMBER CHERRY f— 9" ILI RADIUS END J 2" PANEL 2" VIEW "C" KCVISIVIVS: a\ DATE I REV. BYE CHECKED BYE DESCRIPTION rAWING IS PROVIDED FOR REFERENCE ONLY. DETAILED SHOP DRAWINGS SHOWING BAR CONSTRUCTION, LOCATION, UTILITY LOCATIONS, DEMANDS NNECTIONS $HALL BE PROVIDED BY BAR MANUFACTURER AND USED IN CONSTRUCTION. GENERAL CONTRACTOR SHALL COORDINATE THOSE SITE C BAR SHOP DRAWINGS WITH ALL OTHER CONSTRUCTION DOCUMENTS IN THIS COMPLETE SET INCLUDING SIZE AND LOCATION OF ALL UTILITIES AS S LOCATION OF BARS, CURBS AND SUPERSTRUCTURE. ALL CONSTRUCTION SHALL MEET APPLICABLE REQUIREMENTS OF STATE AND LOCAL CODES. 6 7 8 g DATE: 1/28/13 SCALE: 1 „-1'-0" DRAWN BY: — CHECKED BY: SUBMITTED BY: PROJECT / PRODUCT 000000 - 0000 SHEET N0. M4 B F O Revisions THRU ADDENDUM 7 PROJECT DATE 3-19-13 Drawn By H Checked By CARL Sheet No. F6 E 1 B A LISTED VIEW 2F98 1 TO4-Buu to 1 LaW4NJZE To GD SCALES I7 -- TO Go VIEW ARTON ARj 2'-6" NO END DIVIDER 4'- 0.. VIEW PLANA 31_ 1 PAINTED STAINLESS OVEVITIJ RLAYit V BY Q S VILSONART FUSIONMAPLE #k7909-60 i VILSOT APLEN# 77909 U60F,310N ao st 4" OPEN FOR I_W N4x18TRAYOPENFOR = 14x18 TRAY" 2" 2"4 1" VIEW r/ rr VILSpNART FUSIpNMAPLE #7909-60 RADIUS ENDPANEL INSTALTo LED BIN FIELD FOR PROPER LOCATION AMB RADIUS END PANEL o ------ VIEW loci, 1. 11 It .. NSFbuilr in egnce actured ,own FthedY M the i(eanit ) and U1d - r" L t dQrWOrdOfW nl^ f°Mation Amd mal code regafre exceada (" 410. mI r 'o a1° 00 oClomporry otoa0beratar) ar in GENr'—% E ra imawn9 ri0"°°! :^ aAection (a) RAL NOTES; FINISH SCHEpV s • Toa.WiLSOMA Ta791a •` WILSONART #7 38 AMBER CHERRY WILSON ART #7 s 909-60 FUSION MAPLE 919.38 AMBER CHERRY CCMPpNENTg: AFC AFC AFC AFC M'4TER1A- ApR VgLS- CUSTOMERPAPPROVAL LM APPROVED BY, AFPRGVED AS Mo A4TE REVISE AND RESUkrLDADATETE,' AFC APPROVAL , - PRQVED BY, _........................ DA aw CONNECTIONS 4DED FOR'' WELL A8 LOCATigy N' iDED 13y H BAR A N D ''VQCogUSEDMI BAR ALL 3 C PI,E1E- NTRgL C7aR 4 1TILRY LOCq 6 APPLICSET' 8REABLEReoUf,, ql AAiEMENTSOF: STATE AND LOCAL S" 8 DATE •er REV. DATE, MSCRZPTZM TE: 1128113 SCALE: 1 "_ DRAWN By; - CHECKED By. SUBMITTED By. PROJECT PRODUCT 000000 - 0000 12 No' M4 6 B J Revise- THRU ADDENDUM PROJECT DATE 3-19-13 Drown By `- H Checked By C'L 71 71 41 l 1 1 2) REQUIRED 2 REAR VIEW 3 8 PLAN VIEW POS COUNTER x" STN/STL TRIM LEFT SIDE VIEW MOUNTED ON TREATED BASE r 8 I• USTED Ifoodwr&II equierm tt mbanufoctured by Mrorican laFoodaervice Company is, buik U L and'''lkldxwriteteroet 'i tac a d f'1• ndorde of W Irdemali" can 2.In a I regl}Iarom tllaee of MSF 2F98 Pn or F CUSTOM-BUILT m in a o /a r9m tar mdlan FOOD SERVICE 'Nmedui EQUIPMENT A GENERAL NOTES: A TO 8FE CONSTRUCTED OF 3/4" PLYWOOD COVERE WITH STANDARD GRADE LAMINATE 00000 INISH SCHEDULE:-, amom, Stom 99Wn"go Sam Ewa U0919111 LL001 PLL001 TOP - FORMICA #3518-46 FLINT CRYSTAL PLL002 WVILSONART #7909-60 FUSION MAPLE 2'-24" LL000 FRONT VIEW LL00 RIGHT SIDE VIEW 0000 COMPONENTS: ITEM QTY y DESCRIPTION SUPPLIED BY INSTALLED BY W U O W AFC AFC M o A Z V AFC AFC AFC AFC Z N s o a W AFC AFC z AFC AFC 3 w AFC AFC SCC O Q ar- a F o L ry Mrn Cri a CC o N a12 a A w In n a wW r 0) W U O W V M o A 6 Z U Foil IJ 0 DATE REV. BY: CHECKED BY: DESCRIPTION L, r 9a 4DATE: 1/28/13 CUSTOMETR APPROVAL BY: DATE: APPROVED: APPROVED AS NOTED: REVISE AND RESUBMIT FACTORW APPROVED BY: DATE SALES AppROVED BY: DATE: THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. DETAILED SHOP DRAWINGS SHOWING BAR CONSTRUCTION, LOCATION, UTILITY LOCATIONS, DEMANDS and CONNECTIONS SHALL BE PROVIDED BY BAR MANUFACTURER AND USED IN CONSTRUCTION. GENERAL CONTRACTOR SHALL COORDINATE THOSE SITE SPECIFIC BAR SHOP DRAWINGS WITH ALL OTHER CONSTRUCTION DOCUMENTS IN THIS COMPLETE SET INCLUDING SIZE AND LOCATION OF ALL UTILITIES AS WELL AS LOCATION OF BARS, CURBS AND SUPERSTRUCTURE. ALL CONSTRUCTION SHALL MEET APPLICABLE REQUIREMENTS OF STATE AND LOCAL CODES. 4 5 6 8 O 1 lu IC IC IG IC 1 cc r 0) W 04 q W d oM oZZ V 0 CG Z N s o a W H z 3 w D U SCC O Q ar- a F o L ry Mrn Cri a CC o N Z U Foil IJ 0 DATE REV. BY: CHECKED BY: DESCRIPTION L, r 9a 4DATE: 1/28/13 CUSTOMETR APPROVAL BY: DATE: APPROVED: APPROVED AS NOTED: REVISE AND RESUBMIT FACTORW APPROVED BY: DATE SALES AppROVED BY: DATE: THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. DETAILED SHOP DRAWINGS SHOWING BAR CONSTRUCTION, LOCATION, UTILITY LOCATIONS, DEMANDS and CONNECTIONS SHALL BE PROVIDED BY BAR MANUFACTURER AND USED IN CONSTRUCTION. GENERAL CONTRACTOR SHALL COORDINATE THOSE SITE SPECIFIC BAR SHOP DRAWINGS WITH ALL OTHER CONSTRUCTION DOCUMENTS IN THIS COMPLETE SET INCLUDING SIZE AND LOCATION OF ALL UTILITIES AS WELL AS LOCATION OF BARS, CURBS AND SUPERSTRUCTURE. ALL CONSTRUCTION SHALL MEET APPLICABLE REQUIREMENTS OF STATE AND LOCAL CODES. 4 5 6 8 O 1 lu IC IC IG IC 1 Revisions THRU ADDENDUM PROJECT DATE 3-19-13 Drawn By Checked By GRL Sheet No. F7 cc r 0) W 04 q W d oM oZZ V 0 E ON Z N s o a W H Z 3 w tie 0 U SCC O W ar- a F o L ppw—_ Mrn Cri a CC o N a12 Revisions THRU ADDENDUM PROJECT DATE 3-19-13 Drawn By Checked By GRL Sheet No. F7 1 1 Z 1 3 LOCATIONS OF EXISTING EQUIPMENT IS BASED ON ORIGINAL DESIGN DRAWINGS. IT IS NOT WITHIN SCOPE OF WORK FOR DESIGNER TO FIELD VERIFY EXISTING EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO STARTING WORK. MAKE ADJUSTMENTS IN THE FIELD AS REQUIRED BASED ON ACTUAL BUILDING/EQUIPMENT CONFIGURATION. N 1 A i r8FJ11,11'r r r r i 11-1 1 I J J J J r r- ) rI1 i r r I I I - 1 J l J l .J l_ J l.. 7 ( l r ) ( ) r J rl J 11 J J f B A 131 = 1 I 1 ( r 1' r 1 r •• l ( 1 r I I l ..J l._ Rll f l_J( 1 ( ,... f. .. .. . .. .].. ..C. .. ..... .. ti 3M rol owl Y 1r LIVE smssa b A Y D n iAm KIIIIIIIIIIIIIIIII W9 ELECTRICAL LOAD SUMMARY EST. EQUIP LOAD ADDED 2.06 kVA NET LOAD CHANGE 2.06 kVA 17.20 Amps E.C. SHALL VERIFY THAT NO CHANGE IN EXISTING SERVICE IS REQUIRED. 2 r r i r ) r I I I I J l J l J l J l 1 r 1 r r i r I I J l J l J l J i r r i r r I J l J l J J l I r r 7I r r J 11 J l J l l E-11 U1 9 10 5 7 1 0 go 5 7 i I EXISTING HOOD ABOVE NOTE: SEE DRAWING T1 AND F1 FOR G L EC WC Er COMPLETE SCOPE OF WORK. GENERAL NOTES: 1. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR, CONTRACTOR SHALL INSTALL SYSTEMS, EQUIPMENT AND COMPONENTS IN ACCORDANCE WITH MINIMUM REQUIREMENTS SHOWN IN THESE PLANS. ANY DEVIATIONS FROM THE DESIGN PLANS SHALL ONLY BE PERFORMED IF APPROVED BY THE OWNER'S REPRESENTATIVE OR THE F DESIGN ENGINEER. ANY UNAPPROVED DEVIATION FROM DESIGN PLANS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. ALL WORK SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS. ANY DEVIATION FROM THE DESIGN PLANS IMPLIED BY LOCAL CODES THAT SUGGESTS INSTALLATION OF LESS THAN THE REQUIREMENTS SPECIFIED IN THE DESIGN PLANS SHALL NOT BE ALLOWED WITHOUT APPROVAL BY THE OWNER'S REPRESENTATIVE OR THE DESIGN ENGINEER. 2. ALL BRANCH CIRCUITS SHALL BE E.M.T. OR RIGID CONDUIT AS PERMITTED OR REQUIRED BY N.E.C. RIGID CONDUIT SHALL BE USED FOR CIRCUITS UNDER SLAB ON GRADE, OR SCHEDULE 40 PVC MAY BE USED. CONDUIT EXPOSED IN THE DINING AREA SHALL BE RUN AS INCONSPICUOUSLY AS POSSIBLE AND SHALL BE PAINTED BY G.C. TO MATCH ADJACENT SURFACES. 3• ALL CONDUCTORS SHALL BE COPPER, THHN/THWN. 4. E.C. SHALL REVIEW SHEET F"1 FOR ALL EQUIPMENT CONNECTION REQUIREMENTS. ALL EQUIPMENT LOADS SHALL BE VERIFIED BEFORE EQUIPMENT AND/OR CIRCUIT INSTALLATION. VERIFY LOCATION OF ALL FLOOR OUTLETS BEFORE INSTALLATION. E.C. SHALL PROVIDE AND INSTALL CORD AND PLUG AS REQUIRED PER EQUIPMENT NAME PLATE DATA. 5. E.M.T. FITTINGS SHALL BE HEXAGONAL ALL STEEL, COMPRESSION TYPE. 6. RECEPTACLES SHALL BE IVORY WITH IVORY PLATES; BRYANT, SIERRA OR LEVITON BRAND, EXCEPT AS OTHERWISE SPECIFIED. 7. ELECTRICAL COVER PLATES IN ALL KITCHEN AREAS SHALL BE STAINLESS STEEL. 8. ALL WALL OUTLET BOXES SHALL BE STEEL CITY OR RACO. Q 9• E.C. SHALL MAKE ALL REQUIRED CONNECTIONS TO TERMINALS OF MECHANICAL EQUIPMENT AND EQUIPMENT SUPPLIED BY OWNER. 10. MOUNT ALL RECEPTACLES 18" ABOVE FINISHED FLOOR TO BOTTOM OF BOX, UNLESS OTHERWISE NOTED. 11. NEW CIRCUIT BREAKERS ANID/OR PANELS SHALL HAVE A.I.C. RATING WHICH MEETS OR EXCEEDS THE EXISTING CIRCUIT BREAKERS A.I.C. RATING. E.C. SHALL FIELD VERIFY PRIOR TO ORDERING NEW BREAKERS AND/OR PANELS. 12. JUNCTION BOXES: 4" X 2 1/8" OCTAGONAL OR 4" X 1 1/2" SQUARE MIN. USE 4" X 2 1/8" SQUARE WHERE 3 OR 4 LIGHTING FIXTURE WHIPS ARE SPLICED INTO ONE BOX, RECEPTACLE/SWITCH GANG BOXES SHALL BE 3 1/2" DEEP. 13. MINIMUM CIRCUIT SIZE SHALL BE (2) #12, (1) #12 GND., 1/2" CONDUIT. 14. CIRCUITS SHOWN ARE DIAGRAMMATIC. E.C. SHALL DETERMINE THE MOST EFFICIENT ROUTING OF CONDUIT IN FIELD. 15, E.C. SHALL VERIFY EXACT CAPACITY AND CONFIGURATION AND ALL AVAILABLE SPACES ON ALL OF THE EXISTING PANEL BOARDS AND TAKE NOTE OF ANY CIRCUITS BEING REMOVED. NEW CIRCUITS MAY BE ADDED TO EXISTING PANEL AND REMAINING CIRCUITS MAY BE REASSIGNED IN THE FIELD. E.C. SHALL MEASURE VOLTAGE IMBALANCE ON EACH PANEL LEG AND SHALL RECONNECT CIRCUITS AS REQUIRED TO BALANCE PHASE LOADS TO ±10x. A TYPEWRITTEN LISTING OF FINAL CIRCUIT ASSIGNMENTS SHALL BE PERMANENTLY ATTACHED TO THE PANELS, WITH COPIES PROVIDED TO THE OWNER. H 16. E.C. SHALL VERIFY THE LOCATIONS OF EXISTING EQUIPMENT BEING REMOVED OR RELOCATED AND COORDINATE LOCATIONS OF NEW AND RELOCATED EQUIPMENT WITH EQUIPMENT CONTRACTOR BEFORE START OF JOB. ALL EXISTING LOCATIONS SHOWN ARE BASED ON ORIGINAL DESIGN DRAWINGS AND MUST BE FIELD VERIFIED. 17. ALL NEW 15A AND 20A, 120V RECEPTACLES IN THE KITCHEN SHALL BE PROTECTED BY GFI BREAKERS PER NEC 210.8.B.3. 18. AN ELECTRICAL SURVEY SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR TO DETERMINE WHETHER THE EXISTING PANELS ARE SUFFICIENT TO ACCEPT THE ADDED CIRCUITRY AND NEW ELECTRICAL DEVICES. ELECTRICAL CONTRACTOR SHALL OBTAIN PERMIT AS WORK WILL BE REVIEWED BY THE LOCAL ELECTRICAL INSPECTOR. 10 1 in 1 12 d LOCATIONS OF EXISTING EQUIPMENT IS BASED ON ORIGINAL DESIGN DRAWINGS. IT IS NOT WITHIN SCOPE OF WORK FOR DESIGNER TO FIELD VERIFY EXISTING EQUIPMENT. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO STARTING WORK. MAKE ADJUSTMENTS IN THE FIELD AS REQUIRED BASED ON ACTUAL BUILDING/EQUIPMENT CONFIGURATION. N ELECTRICAL POWER PLAN E1 SCALE: 3/16" = V-0" Z CONSTRUCTION NOTES: O v EXISTING ELECTRICAL PANELS. E °' 2 EXISTING METER, C.T. CABINET, AND SERVICE DISCONNECT. Z ALL EQUIPMENT UNDER TYPE 1 HOODS SHALL BE FED FROM A SHUNT TRIP BREAKER THAT SHALL ISOLATE THE CIRCUIT UPON FIRE DETECTION BY Q THE HOOD FIRE PROTECTION ANSUL SYSTEM. E.C. SHALL VERIFY EXISTING BREAKER IS SHUNT TRIP TYPE OR SHALL PROVIDE A NEW SHUNT TRIP 0 BREAKER TO MATCH EXISTING AS REQUIRED. 4) EXISTING EQUIPMENT TO BE REMOVED, SEE SHEET F1 FOR ADDITIONAL INFORMATION. E.C. SHALL REMOVE EXISTING RECEPTACLES AND FEEDERS AND x ABANDON CONDUIT, CAPPING CONDUIT AT BOTH ENDS. LABEL EXISTING BREAKERS AS SPARE. E.C. SHALL COORDINATE WITH G.C. TO HAVE EXISTING FLOORS OR WALLS PATCHED AS REQUIRED. 5 NEW HAND DRYER. PROVIDE LOCKABLE BREAKER, SEE SHEET F1. LEGEND a E.C. SHALL RELOCATE/EXTEND EXISTING EQUIPMENT CIRCUIT AND RECEPTACLE/DISCONNECT/J-BOX TO NEW LOCATION OF EQUIPMENT AS SHOWN. SYMBOL DESCRIPTION SEE EQUIPMENT PLAN AND SCHEDULE ON SHEETS F1 AND F2 FOR ADDITIONAL INFORMATION. Q NEW EQUIPMENT. E.C. SHALL PROVIDE NEW RECEPTACLE, J -BOX, OR DISCONNECT AS REQUIRED, SEE EQUIPMENT PLAN AND SCHEDULE ON SHEETS F1 NEW/RELOCATED JUNCTION BOX FOR ADDITIONAL INFORMATION. W EXISTING WALL TO BE DEMOLISHED. E.C. SHALL RELOCATE ALL EXISTING CIRCUITS TO NEW WALL AS REQUIRED. IF CIRCUIT IS NOT TO BE RE -USED NEW/RELOCATED RECEPTACLE THEN E.C. SHALL REMOVE ALL CIRCUITRY AND LABEL BREAKER AS A SPARE. NEW/RELOCATED SPECIAL RECEPTACLE E.C. SHALL CONNECT NEW BAR JUNCTION BOX TO EXISTING PANEL. E.C. SHALL VERIFY EXACT LOADS AND LOCATION OF NEW BAR JUNCTION BOX SIZE PER EQUIPMENT SERVED WITH MANUFACTURERS SHOP DRAWINGS PRIOR TO INSTALLATION OF FEEDER. MAKE ADJUSTMENTS AS REQUIRED. 3 4 5 8 7 8 G L EC WC Er COMPLETE SCOPE OF WORK. GENERAL NOTES: 1. ALL WORK SHALL BE PERFORMED BY A LICENSED CONTRACTOR, CONTRACTOR SHALL INSTALL SYSTEMS, EQUIPMENT AND COMPONENTS IN ACCORDANCE WITH MINIMUM REQUIREMENTS SHOWN IN THESE PLANS. ANY DEVIATIONS FROM THE DESIGN PLANS SHALL ONLY BE PERFORMED IF APPROVED BY THE OWNER'S REPRESENTATIVE OR THE F DESIGN ENGINEER. ANY UNAPPROVED DEVIATION FROM DESIGN PLANS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. ALL WORK SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF ALL APPLICABLE CODES AND STANDARDS. ANY DEVIATION FROM THE DESIGN PLANS IMPLIED BY LOCAL CODES THAT SUGGESTS INSTALLATION OF LESS THAN THE REQUIREMENTS SPECIFIED IN THE DESIGN PLANS SHALL NOT BE ALLOWED WITHOUT APPROVAL BY THE OWNER'S REPRESENTATIVE OR THE DESIGN ENGINEER. 2. ALL BRANCH CIRCUITS SHALL BE E.M.T. OR RIGID CONDUIT AS PERMITTED OR REQUIRED BY N.E.C. RIGID CONDUIT SHALL BE USED FOR CIRCUITS UNDER SLAB ON GRADE, OR SCHEDULE 40 PVC MAY BE USED. CONDUIT EXPOSED IN THE DINING AREA SHALL BE RUN AS INCONSPICUOUSLY AS POSSIBLE AND SHALL BE PAINTED BY G.C. TO MATCH ADJACENT SURFACES. 3• ALL CONDUCTORS SHALL BE COPPER, THHN/THWN. 4. E.C. SHALL REVIEW SHEET F"1 FOR ALL EQUIPMENT CONNECTION REQUIREMENTS. ALL EQUIPMENT LOADS SHALL BE VERIFIED BEFORE EQUIPMENT AND/OR CIRCUIT INSTALLATION. VERIFY LOCATION OF ALL FLOOR OUTLETS BEFORE INSTALLATION. E.C. SHALL PROVIDE AND INSTALL CORD AND PLUG AS REQUIRED PER EQUIPMENT NAME PLATE DATA. 5. E.M.T. FITTINGS SHALL BE HEXAGONAL ALL STEEL, COMPRESSION TYPE. 6. RECEPTACLES SHALL BE IVORY WITH IVORY PLATES; BRYANT, SIERRA OR LEVITON BRAND, EXCEPT AS OTHERWISE SPECIFIED. 7. ELECTRICAL COVER PLATES IN ALL KITCHEN AREAS SHALL BE STAINLESS STEEL. 8. ALL WALL OUTLET BOXES SHALL BE STEEL CITY OR RACO. Q 9• E.C. SHALL MAKE ALL REQUIRED CONNECTIONS TO TERMINALS OF MECHANICAL EQUIPMENT AND EQUIPMENT SUPPLIED BY OWNER. 10. MOUNT ALL RECEPTACLES 18" ABOVE FINISHED FLOOR TO BOTTOM OF BOX, UNLESS OTHERWISE NOTED. 11. NEW CIRCUIT BREAKERS ANID/OR PANELS SHALL HAVE A.I.C. RATING WHICH MEETS OR EXCEEDS THE EXISTING CIRCUIT BREAKERS A.I.C. RATING. E.C. SHALL FIELD VERIFY PRIOR TO ORDERING NEW BREAKERS AND/OR PANELS. 12. JUNCTION BOXES: 4" X 2 1/8" OCTAGONAL OR 4" X 1 1/2" SQUARE MIN. USE 4" X 2 1/8" SQUARE WHERE 3 OR 4 LIGHTING FIXTURE WHIPS ARE SPLICED INTO ONE BOX, RECEPTACLE/SWITCH GANG BOXES SHALL BE 3 1/2" DEEP. 13. MINIMUM CIRCUIT SIZE SHALL BE (2) #12, (1) #12 GND., 1/2" CONDUIT. 14. CIRCUITS SHOWN ARE DIAGRAMMATIC. E.C. SHALL DETERMINE THE MOST EFFICIENT ROUTING OF CONDUIT IN FIELD. 15, E.C. SHALL VERIFY EXACT CAPACITY AND CONFIGURATION AND ALL AVAILABLE SPACES ON ALL OF THE EXISTING PANEL BOARDS AND TAKE NOTE OF ANY CIRCUITS BEING REMOVED. NEW CIRCUITS MAY BE ADDED TO EXISTING PANEL AND REMAINING CIRCUITS MAY BE REASSIGNED IN THE FIELD. E.C. SHALL MEASURE VOLTAGE IMBALANCE ON EACH PANEL LEG AND SHALL RECONNECT CIRCUITS AS REQUIRED TO BALANCE PHASE LOADS TO ±10x. A TYPEWRITTEN LISTING OF FINAL CIRCUIT ASSIGNMENTS SHALL BE PERMANENTLY ATTACHED TO THE PANELS, WITH COPIES PROVIDED TO THE OWNER. H 16. E.C. SHALL VERIFY THE LOCATIONS OF EXISTING EQUIPMENT BEING REMOVED OR RELOCATED AND COORDINATE LOCATIONS OF NEW AND RELOCATED EQUIPMENT WITH EQUIPMENT CONTRACTOR BEFORE START OF JOB. ALL EXISTING LOCATIONS SHOWN ARE BASED ON ORIGINAL DESIGN DRAWINGS AND MUST BE FIELD VERIFIED. 17. ALL NEW 15A AND 20A, 120V RECEPTACLES IN THE KITCHEN SHALL BE PROTECTED BY GFI BREAKERS PER NEC 210.8.B.3. 18. AN ELECTRICAL SURVEY SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR TO DETERMINE WHETHER THE EXISTING PANELS ARE SUFFICIENT TO ACCEPT THE ADDED CIRCUITRY AND NEW ELECTRICAL DEVICES. ELECTRICAL CONTRACTOR SHALL OBTAIN PERMIT AS WORK WILL BE REVIEWED BY THE LOCAL ELECTRICAL INSPECTOR. 10 1 in 1 12 d M rn rn W N W d U Z Z O v O E °' 0 Z r Xo Q W 0 F- x v j U aN O W h a rn Q Q O L N d Revisions THRU ADDENDUM PROJECT DATE 3-19-13 Drawn By CTT Checked By NU Sheet No. E 1 0 a a o v J 3 O Revisions THRU ADDENDUM PROJECT DATE 3-19-13 Drawn By CTT Checked By NU Sheet No. E 1 I 1 2 1 3 1 4 1 5 1 8 1 7 1 8 1 9 1 10 1 11 1 12 A L_J r7 B o _ 1 AM m gym 1 J l_ I/'J l Il_I I J l_) C 1_J l_ U._l l_ U-111 MEN.LJ, NE Wee 0 mi o I Lj Lj L__ FL= J n=_ ---- J J ---------- ----------- ---------- r lrlL-J L L j Lj- - -- ----------- L-JL- JL-J IF ANY DISCREPANCIES ARE FOUND ON THE PLANS, THE PLUMBING CONTRACTOR SHALL SHALL BID AND INSTALL THE MORE CONSERVATIVE SPECIFICATION AND CALL ENGINEER FOR CLARIFICATION. PRICK TO SUBMITTING BID, CONTRACTOR SHALL VISIT SITE TO EXAMINE SITE CONDITIONS. CONTRACTOR SHALL EXAMINE EXISTING CONDITIONS AND REUSE AND RECONNECT TO EXISTING SERVICE WHERE POSSIBLE. ALL REUSED PIPING AND EQUIPMENT MUST COMPLY WITH STATE AND LOCAL PLUMBING CODE. LOCATION AND CONFIGURATION OF EXISTING WASTE/VENT, WATER, AND GAS PIPING ARE BASED ON EXPOSED AS—BUILT INFORMATION. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO STARTING WORK. MAKE ADJUSTMENTS AS REQUIRED BASED ON ACTUAL BUILDING EQUIPMENT CONFIGURATION. 1 12 OL--, ((t C. L=io L - J i r ) J l J l 0 1. e'er'" J L=1 1 1 J l / l J L_ J l_ IT \ -i PLUMBING PLAN P1 SCALE: 3/16" = 1'-0" EXISTING GAS PIPING o 24 J p 7F -- J I 3 4 S 6 7 8 9 1D Rli P.C. SHALL INSTALL FLEXIBLE GAS HOSE PROVIDED BY F.E.C.) BETWEEN GAS PPING AND APPLIANCES. FLEXIBLE HOSE SHALL BE SAME SIZE AS BRANCH PIPE. I T7 m ri MIA m C• mC u u m r m rl C rn C -11 L._ 1 J L_ J L i r 7 J l_ r r J l r l_ rCJ "D 7 r- C" l_I i r C J l_ r- C J l_ I/'J l Il_I I J l_) C 1_J l_ U._l l_ U-111 MEN.LJ, NE Wee 0 mi o I Lj Lj L__ FL= J n=_ ---- J J ---------- ----------- ---------- r lrlL-J L L j Lj- - -- ----------- L-JL- JL-J IF ANY DISCREPANCIES ARE FOUND ON THE PLANS, THE PLUMBING CONTRACTOR SHALL SHALL BID AND INSTALL THE MORE CONSERVATIVE SPECIFICATION AND CALL ENGINEER FOR CLARIFICATION. PRICK TO SUBMITTING BID, CONTRACTOR SHALL VISIT SITE TO EXAMINE SITE CONDITIONS. CONTRACTOR SHALL EXAMINE EXISTING CONDITIONS AND REUSE AND RECONNECT TO EXISTING SERVICE WHERE POSSIBLE. ALL REUSED PIPING AND EQUIPMENT MUST COMPLY WITH STATE AND LOCAL PLUMBING CODE. LOCATION AND CONFIGURATION OF EXISTING WASTE/VENT, WATER, AND GAS PIPING ARE BASED ON EXPOSED AS—BUILT INFORMATION. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO STARTING WORK. MAKE ADJUSTMENTS AS REQUIRED BASED ON ACTUAL BUILDING EQUIPMENT CONFIGURATION. 1 12 OL--, ((t C. L=io L - J i r ) J l J l 0 1. e'er'" J L=1 1 1 J l / l J L_ J l_ IT \ -i PLUMBING PLAN P1 SCALE: 3/16" = 1'-0" EXISTING GAS PIPING o 24 J p 7F -- J I 3 4 S 6 7 8 9 1D Rli P.C. SHALL INSTALL FLEXIBLE GAS HOSE PROVIDED BY F.E.C.) BETWEEN GAS PPING AND APPLIANCES. FLEXIBLE HOSE SHALL BE SAME SIZE AS BRANCH PIPE. I T7 m ri MIA m C• mC u u m r m rl Revisions 1 THRU ADDENDUM PROJECT DATE 3- 19-13 Drawn By GAR Checked By WRT Sheet No. P1 C rnF W N q W y m V oZZ v O E o Z s o Q W F- O 2 MM T j F 0 oN W t q v_ y ul) o pp— Q ir. O 00N d Revisions 1 THRU ADDENDUM PROJECT DATE 3- 19-13 Drawn By GAR Checked By WRT Sheet No. P1 I A B Ic F4 F E 11 Pi 6 SECURE TO TOP CHORD OF WOODTRUSS. ROUTE GAS PIPING HIGH AS POSSIBLE (TYP.) B3100 STANDARD CLEVIS HANGER PIPING 1 PIPE SUPPORT P2 SCALE: NONE w SCREW WALL ROD HANGER PLATE ADJUST PIPING Z _Z DISTANCE FORM WALL AS REQUIRED TO MAINTAINI 83100 STANDARD CLEARANCES. CLEVIS HANGER 1 IF STUDS ARE NOT EASILY ACCESSIBLE — SECURE SUPPORTS MATH 2x6 WOOD BLOCKING 2 PIPE -SPITOF T -WALL P2 SCALE: NONE METAL PIPE 4'OxB" LONG PVC SUPPORT P2 0 AppO.C. MAX. AND 3 SCALE: NONEROOFPIPINGSUPPORT R PIPING INSULATION SCHEDULE HOT AND COLD WATE FOR ALL DOMESTIC HOT AND COLD WATER PIPING LOCATED IN EXTERIOR WALLS AND CEILING. nFC CzN WIN R DB 1'EME._ ABOVE 32'F BETWEEN 0'F AND 32-F BELOW 0'F INSllli ATIO" T S 1/2" 3/4" I. NOTES: CATED IN EXTERIOR WALLS AND CEI HALL INSTALL ALL DOMESTIC HOT AND COLD WATER PIPING LO LING 0 1. P.C. SHEATED SIDE OF THE INSULATION. HALL CLOSELY COORDINATE PIPING R WALLS. ATI INSULATION WITH GENERAL CONTRACTOR AND VERIFY NO BUILDING 2, SINSULATION IS COMPROMISED IN EXTERIOR 3, SEE NOTES THIS SHEET AND ON SP4 FOR DOMESTIC HOT AND COLD WATER PIPING SPECIFICATIONS. 4, SEE TITLE SHEET FOR WINTER DESIGN TEMPERATURE. PLUMBING FIXTURE SCHEDULE L-2 LAVATORY, WALL MOUNTED A. LAVATORY - STAINLESS STEEL FABRICATOR, STAINLESS STEEL, W/ CUSTOM SPLASH ROVIDED WITH HAND SINK B. FAUCET - GOOSENECK FAUCET P C. SUPPLY TM D STRAINERINCUTOFF VALVES BELO TEGRAL WITH LAVATORY COUNTER, SET TEMP. AT 110E MAX. E• TRAP - PROVIDED WITH SINK F. PLUMBINGBING C NAAFTOR SHALL MOUNT SECURELY TO WALL G. UN L-1 LAVATORY, WALL MOUNTED A. LAVATORY - INTEGRAL WITH COUNTER BY G.C. B / MIXER MODEL: TN7 FAUCETTHERMALMIXING 1OV710SETA L TEMP. AT5p AND CONTROLLER 10'F MAX. C. SUPPLIES - McGUIRE 167 D. STRAINER - McGUIRE 155A E. TRAP - McGUIRE 8902 PIPING PROTECTION ON EXPOSED HOT WATER, F. PROVIDE TRUEBRO (OR EQUAL) DRAIN PIPING G. SCOLD WATER, AND ET CONTROLLER/MIXER AT 0'F (MAX) SINK. LEGEND WASTE PIPING (CAST IRON) WASTE PIPING VENT PIPING COLD WATER PIPING NON -POTABLE WATER PIPING HOT WATER PIPING (140') HOT WATER PIPING (1101 HOT WATER PIPING (RECIRC) GAS PIPING GATE VALVE CHECK VALVE A B 1 0 L7 FLOOR CLEAN-OUT bs EXTERIOR CLEANOUT u p 0 HUB DRAIN FLOOR DRAIN 0 FLOOR DRAIN W/ FUNNEL FLOOR SINK O TRENCH DRAIN ROOF aoa14 1 V2O VENT THRU HOSE BIBB E a O J 4" COUPLING SET TOP/DRAIN 1/2" ABOVE SLAB. S.S. STRAIN FLOOR FINISH GENERAL PLUMBING NOTE SHOWN IN THESE PLANS. ANY DEVIATIONINEEI LLHWORK SSHALLIGN ERFORMED BY A LICENSED CONTRA7SOR• CONTRACTOR SHALL INSTASYSTEMS, EQUIPMENT t. ALL WORK SHALL BE PCOMPONENTSINACCORDANCE WITH MINIMUM REQUIREMEN INSTALLATION OF LESS THAN THE REQUIREMENTSREQUIREMENTSOFALLAPPLICABLE CODES AND STANDARDS. HOWEVER. ANY REPRESENTATIVEVIATION T THEPLANSSHALLONLYBEPERFORMEDIFAPPROVEDBYTHEOWNERREPRESENTATIVEORDE MEET OR EXCEED THE MINIMUMFROM 'THE DESIGN PLANS IMPLIED BY LOCAL CODES THAT SUGGESTS SPECIFIED IN THESE DESIGN PLANS SHALL NOT BE ALLOWED WITHOUT APPROVAL BY THE OWNER RD UNDER PLUMBING DESIGN ENGINEER. F H AND INSTALL SUCH SIZES AND SHAPES OFLE -PLUMBING CONTRACTOR SHALL MAKE NECESSARY FIELD MEASUREMENTS TO ASCERTAINITWILLBETHERESPONSIBILITYOFTHEPLUMBINGCONTRACTORTOENSURETHATITEMSTOBEFURNISHED2CONTRACTWILLFITTHESPACEAVAIL SPACE (REQUIREMENTS, INCLUDING THOSE FOR CONNECTIONS AND SHALL AND ROOF WITH EACH CONTRACTOR BE RESPONSIBLE FOR 4" CONCRETE SLAB EQUIPMENT THAT ARE THE TRUE INTENT OF THE DRAWINGS AND SPECIFICAANDRCT, UNLESS NOTED OTHERWISE ON THE PLANS. 3. GENERAL CONTRACTOR SHALL PROVIDE ALL OPENINGS IN WALLS, SIL CONE FLOOR COMPOUND WHERE FIXTURE MEETS WALL. TRAP COMPACTED VERIFYING LOCATION AND SALL OF BE ALLNEAOPENINGSLY DE WITH D UNDER HIS CON DEEP SEAL TRA SAND ALL PLUMBING FIXTURES SHALLSEERISERFORSIZE4. ALL BE RESPONSIBLE FOR ALL FINAL CONNECTING TO KITCHEN EQUIPMENT THAT REQUIRES GAS WITH AL 5. PLUMBING CONTRACTOR SHPIPE, VALVES, PRESSURE REGULATORS, ETC., REQUIRED FOR A COMPLETE INSTALLAl10 s KA TO ARCHITECTURAL PLANS FOR APPROVED FLOOR PLAN AND DIMENSIONS. DO NOT SCALE N. PLUMBING u- ` 6, CONTRACTOR SHALL REFER THE SET TOP/ORAIN DRAWINGS. 4" COUPLING "ABOVE SLAB- L PIPE PASSING THROUGH FLOOR SLAB OR WALLS SHALL BE INSTALLED WITH FOAM RUBBER OBTAININSULA7P . 1 7, AL S.S. STRAINER FLOOR FINISH 8, ANY DEVIATIONS FROM SPECIFIED PLUMBING FIXTURES AND LISTED IN FIXTURE SCHEDULE SHALL OBTAIN PRIOR APPROVAL FROM EVER OWNER. 9. ALL INDIRECT WASTE LINES SHALL HAVE A MINIMUM OF 2" AIR GAP OR TWICE THE EFFECTIVE DRAIN DIAMETERTION OF HIS WORK. Q IS LARGER) WHERE IT TERMINATES AT THE RECEPTOR. NIG CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL PRIME CONTRACTORS PRIOR TO INSTA10. PLUMB HAVE RIGHT-OF-WAYLPRONDED WITH PLUMBING PIPES TRApSAND ELECTRICAL CONDUITS 11 MECHANICAL DUCTWORK SHALL B 12. ALL HUB DRAINS AND FLOOR SINKS SHA 13. P.C. SHALL COORDINATE WITH SHEET F1 AND F2. MBING 14. EXISTING WASTE/VENT AN WATER SUPPLY LINES AND FIXTURES AREWATER ON ANY IN EQUIPMENT. L MAKE NECESSARY ADJUSTMENTSRAS D SHALL FIELD VERIFY ALL EXISTING CONDITIONS BEFORE INSTALL REQUIRED. ME 4" CONCRETE SLAB 15 ALL VALVES SHALL BE SAME SIZE AS PIPING SERVED (MIN.). BLE GAS HOSE (PROVIDED BY F.E.C.) BETWEEN GAS PIPING AND APPLIANCES. FLEXIBLE HOSE SHALL BE SA 16. P.C. SHALL INSTALL FLEX( DEEP SEAL TRAP OMPACTED SIZE AS BRANCH PIPE. SIZE SAND 7, P.C. SHALL REFER TO F1 FOR INFORMATION PERTAINING 70 REQUIREMENTS FOR RESTAURANT EQUIPMENT. SEE RISER FOR SI 1 T" 4 HUB DRAIN P2 SCALE: N.T.S. 7 Revisions THRU ADDENDUM PROJECT DATE 3-19-13 Drawn By GAR H Checked By NRT Sheet No. P2 SECTION 08200 - WOOD DOORS 1. Wood doors shall be solid lumber core with Type 1 Waterproof Adhesive in core, stiles, and rails of the size and type shown on plans. Doors shall conform to AWI SLC -5. 2. Face veneer for wood doors including both faces and exposed edges, shall be lumber stain grade birch, finish to match decor wainscot. SECTION 08710 - FINISH HARDWARE GOLDEN CORRAL PAVILION AS OF JULY 2. 2008) DOOR LAMINATE: REMODEL FINISHES WILSONART /7924-07 BILTMORE CHERRY The hardware supplier shall furnish a finish hardwar4t schedule WN -Wim PI AVAILABLE AT LOWE'S listing all materials by sets. CEILING DECK: PURE WHITE - FLAT A F. SHERWIN WILLIAMS #7005 door and frame manufacturer, as required. AMERICANA 402 SBN GOLD RUSH USE PRO BLOCK & 2 COATS OF PAINT) When the hardware is delivered to the job, the Contractor LVL BEAMS: PURE WHITE - HIGH GLOSS shall receive it, check it against the hardware schedule, and package. Use three steps and sand after each step. All SHERWIN WILLIAMS #7005 store it in a safe place under lock and key. After USE PRO BLOCK & 2 COATS OF PAINT) installation, protect all items against damage until final STEEL BEAMS: COMPATIBLE CREAM - DTM GLOSS inspection. CONTACT. CHARLES HOBBY SHERWIN WILLIAMS X16387 All hardware indicated thus (*) shall meet local ADA requirements. FRP PANELS: VIVA GOLD DTM GLOSS BRIGHT 44 CV BRT MAIZE SET SHERWIN WILLIAMS /6367 MANUF. HW -5 PRIMED WITH SHERWIN WILLIAMS PREPRITE not crush or penetrate paper surface of drywall. F BONDING PRIMER Don -Jo NOTE: CLEAN SURFACE WITH SHERWIN WILLIAMS PRO CLEAN PREP WASH. THEN 3) hinge MPB79 4.5"x4.5" us26d interior ball bearing hinge PRIMER WITH SHERWIN WILLIAMS PREPRITE BONDING PRIMER TINTED WITH 50% VIVA GOLD. Schloge FOOD BARS/PREP: ARMSTRONG 670 VINYL LAMINATED GYPSUM PANELS TRIM: SMOKEY TOPAZ - DTM GLOSS B 1) wall stop 1407 630 concave wall mount door stop SHERWIN WILLIAMS X16117 2nd & 3rd Coat: DiM Industrial and Marine Coating high gloss Sherwin QUEUING RAILS: FLOWER POT - OIL BASED Williams paint. SHERWIN WILLIAMS #6334 The Contractor for tile work is to be responsible for an TiLE CLAD HIGH SOLIDS EPDXY ULDP PART A 08355 ALLMIN M D A DOOR acceptable completed installation and shall furnish all TILE CLAD HIGH SOLIDS GLOSS HARDENER PART B Cleaning: CONTACT. JOE WILLIAMS K58 SOLVENT BLEND QUEUING RAIL PIPES: TRICORN BLACK - GLOSS required for the areas to be tiled, and with Complete SHERWIN WILLIAMS #6258 KNOCKDOWN: INTERACTIVE CREAM - SATiN No debris or equipment components removed from the store are to be left on site. 08710 FINISH HARDWARE SHERWIN WILLIAMS #6113 B HOT BAR OVERHEAD: FLOWER POT - FLAT drawings. SHERWIN WILLIAMS 06334 B. HOT BAR TRIM: TILE CLAD HIGH SOLIDS EPDXY ULDP PART A Storage Container: Provide storage containers on site for equipment/smallwares received for remodel additions, C. TILE CLAD HIGH SOLIDS EGGSHELL HARDENER PART B 0 SECTION 09980 - PREFINISHED PANELING K58 SOLVENT BLEND C SEAFOOD OVERHEAD: TORCH LIGHT - FLAT 2. Installation SHERWIN WILLIAMS 06374 A. SEAFOOD TRIM: TILE CLAD HIGH SOLIDS EPDXY ULDP PART A rolled steel, mitered, fitted, continuously welded or interlocked, as required by fabricator. Furnish three anchors TiLE CLAD HIGH SOLIDS EGGSHELL HARDENER PART B per jamb. Reinforce frames for all hardware as scheduled. Shop prime with rust inhibitive paint. K58 SOLVENT BLEND instruction. Minimum thickness of setting bed shall be 1/8 inch. Install best PIAZZA OVERHEAD: OAKMOSS - FLAT with practice of the trade in accordance with Tile Council of American Basic Specifications F113. SHERWIN WILLIAMS 06180 Reinforce doors for all hardware as scheduled. Rated door(s) PIAZZA TRIM: TILE CLAD HIGH SOLIDS EPDXY ULDP PART A shall be furnished with UL label(s) as required. Shop prime TiLE CLAD HIGH SOLIDS EGGSHELL HARDENER PART B Ceramic base file shall have cove base and be full adheared K58 SOLVENT BLEND CONTACT: PAM SOUTH BAKERY OVERHEAD: CHRYSANTHEMUM - FLAT 3. For information contact B. A. Holt, Inc. STEVE FOX SHERWIN WILLIAMS /6347 BAKERY TRIM: TiLE CLAD HIGH SOLIDS EPDXY ULDP PART A Walls: Ceramic wall tile and base on gypsum board shall be C TILE CLAD HIGH SOLIDS EGGSHELL HARDENER PART B installed per Tile Council of America Specification No. K58 SOLVENT BLEND purpose laminated plastic all in accordance with NEMA Standards. Doors and panels HACIENDA OVERHEAD: DETERMINED ORANGE - FLAT finished thickness to be 1 inch. Pilaster finished thickness to be 1 3/ 4 inch. SHERWIN WILLIAMS 06635 P.O. Box 90127 RALEIGH, NC 27675 HACIENDA TRIM: TiLE CLAD HIGH SOLIDS EPDXY ULDP PART A D 919) 596-4486 FAX (919) 596-9520 TiLE CLAD HIGH SOLIDS EGGSHELL HARDENER PART B bonded under pressure to a solid particle board core with the highest quality resin adhesive assuring a rigid permanent bond. Door to be -notched and recessed to CONTACT: JODY DOUGLAS K58 SOLVENT BLEND PAGODA OVERHEAD: RAVE RED - FLAT SANFORD, NC 27330 SHERWIN WILLIAMS 06608 PAGODA TRIM: TiLE CLAD HIGH SOLIDS EPDXY ULDP PART A against moisture. TILE CLAD HIGH SOLIDS EGGSHELL HARDENER PART 8 K58 SOLVENT BLEND ADDRESS: SEALMASTER INDUSTRIES, INC. COLD BAR OVERHEAD: GOLD COAST - FLAT 2520 SOUTH CAMPBELL ST. SANDUSKY. OH 44870 SHERWIN WILLIAMS 06376 heat-treated polished and anodized extruded mluminum or Zamac chrome plated COIR BAR TRIM: TiLE CLAD HIGH SOLIDS EPDXY ULDP PART A TILE CLAD HIGH SOLIDS EGGSHELL HARDENER PART B K58 SOLVENT BLEND BAR PANELS: SHWD WIPE STN RD CHR SHERWIN WILLIAMS BLACK BANDS: TRICORN BLACK - SA71N SHERWIN WILLIAMS 06258 E LOWER WALLS: MPLK715S4 MAHOGANY 16x96 C37535G MARUTE SOLVENT 3J GAL. ATLANTECH DISTRIBUTION, INC. 704) 391-0611 SECTION 08200 - WOOD DOORS 1. Wood doors shall be solid lumber core with Type 1 Waterproof Adhesive in core, stiles, and rails of the size and type shown on plans. Doors shall conform to AWI SLC -5. 2. Face veneer for wood doors including both faces and exposed edges, shall be lumber stain grade birch, finish to match decor wainscot. SECTION 08710 - FINISH HARDWARE BATHROOM ILE: AMERICANA 1202 GOLD RUSH 1. The hardware supplier shall furnish a finish hardwar4t schedule WN -Wim PI LOUISVILLE TiLE OCRAV 112-12 listing all materials by sets. A. Interior cementitious ceiling Decking 2. The hardware supplier shall furnish hardware templates to the F. Joint compound and topping compound shall be mixed in door and frame manufacturer, as required. AMERICANA 402 SBN GOLD RUSH 3. When the hardware is delivered to the job, the Contractor LOUISVILLE TiLE OCRAV 112SBN shall receive it, check it against the hardware schedule, and package. Use three steps and sand after each step. All store it in a safe place under lock and key. After board, including that installed behind CeramicMefilemusthavejointstapedandsanded. Gypsum board under installation, protect all items against damage until final PAGODA WALL TILE: BRIGHT 44 BRT MAIZE A inspection. CONTACT. CHARLES HOBBY 4. All hardware indicated thus (*) shall meet local ADA requirements. 5. Hardware Schedule BRIGHT 44 CV BRT MAIZE SET HARDWARE MODEL/FINISH MANUF. HW -5 Hardware by door manufacturer. not crush or penetrate paper surface of drywall. F 2) stop 1420 626 surface applied stop Don -Jo HW -6 3) hinge MPB79 4. 5"x4.5" us26d interior ball bearing hinge McKinney 1) lockset AL53pd Sat 626 10-025 11-096 Schloge FOOD BARS/PREP: ARMSTRONG 670 VINYL LAMINATED GYPSUM PANELS keyed lever entrance lockset, 6pin C Primer Coat: Xim Sealer -Primer tiinted to match 2nd & 3rd coat. 1) wall stop 1407 630 concave wall mount door stop Don -Jo 2nd & 3rd Coat: DiM Industrial and Marine Coating high gloss Sherwin 3) silencer 1608 metal door frame silencer Don -Jo SECTION 08250 - GYPSUM DRYWALL 1. Gypsum Board shall be 4 feet x 12 feet with taped edges as per ASTM C-36, thickness as per drawings, Install Type -X Fire Rated gypsum board where required by Thickness as per drawings. 2. Moisture resistant gypsum board, 4 feet x 12 feet, ends square cut, square edges, per ASTM C630 where shown on the drawings. Thickness as per drawings. 3. Corner beads shall be standard gypsum board cornerr beads with 1 inch x 1 inch galvanized steel, perforated flanges. 4. Metal trim to be U.S. Gypsum No. 200-A galvanized metal trim. 5. Joint reinforcement shall be U.S. Gypsum perforated tape. 6. Joint treatment cements shall be U.S. Gypsum joint and topping compounds. 7. Adhesive shall be U.S. Gypsum drywall adhesive. 8. "Laticrete" Waterproofing Membrane: Use Laticrete 9235 under tile and up walls in can wash and dishwash. area and all other wet areas as shown on Flooring Plan, See Det. G1/A17. Install as per manufacturer recommendations. 9. Installation: A. Drywall shall be protected from weather prior to and after installation. Damaged panels shall be removed and replaced. B. The contractor shall check the alignment of framing members and make necessary adjustments before proceedingwithapplicationofthegypsumboard. C. Gypsum board shall be applied with reverse side against the studs and with the separate boards in moderate contacts. In no case shall the boards be forced into place. End joints shall be staggered. D. Gypsum board shall be applied with long dimension perpendicular to studs. E. All external corners shall be provided with corner beads 1 D. Grout: Force grout into joints, avoiding air traps or voids, and strike or tool joints of tile to depth of cushion. Remove excess grout, check for gaps or air holes. Use epoxy grout where called for on finish schedule. E. Control Joints: Provide control joints at slab as noted on the drawings. 3. Workmanship A. Work: All work shall be performed by qualified workmen in a manner conforming to best current practice of the trade. B. Cut and drill where necessary without marrying tile. Grind and carefully joint any cut edges against other work. C. Remove loose mortar or materials detrimental to bond before applying setting beds. D. Carefully lay out work to ensure straight joints and uniform width. Avoid tile cuts less than half size. 4. Cleaning and Protection: At completion of installation, thoroughly clean all surfaces. Use of acid will not be permitted. Use clean water in initial cleaning. Remove all stains, mortar, etc. 5. Tile shall be of manufacturer, style, color and pattern selections as indicated on drawings. SECTION 09540 - FIBERGLASS REINFORCED POLYESTER (FRP) BOARD New FRP Panels 1. FRP board panels shall be 4'-0" x 8'-0" x 3/32 inch thick and 4'-0" x 9'- 0" x 3/32 inch thick, grey in color with matching PVC moldings. Flame spread shall be Class C and smoke developed under 450. Manufacturers shall be Marlite, La -Lite, or Kemlite. Panels shall be stored indoors at ambient temperature for 24 hours on end or edge on flat level surface and protected from moisture. 2. Adhesive shall be solvent base waterproof and meet or exceed ASTM C-557. Approved adhesives are Mariite Brand C-375, Panel Lock No. 22 by Miracle Adhesives Corp., or No. 417 FRP Adhesive by W. W. Henry Company. 3. Walls must be dry, flat, and free of dirt, dust and grease. Remove high spots and fill low spots. Panels tend to assume the contour of the surface to which they are attached. 4. Cuttingshould be done with reinforced curb orundum or carbide tipped blade. NOTE: Protect eyes with goggles and cover nose and mouth with mask when cutting. 5. Panels shall be installed vertically on walls using adhesive applied by a specially -notched trowel to assure uniform coverage and according to the adhesive manufacturers specification. No exposed fasteners shall be used. 6• Very Important: Leave a minimum of 1/4 inch gap at inside comer moldings and 1/8 inch gap between edges of panel (top and bottom, side to side) and all other moldings. DO NOT CONSTRICT panel edge with base, suspended ceiling grid system, or moldings. Existing FRP Panels to be Painted - (3 coats (total) required _ 1 Primer, 2 Final) 1. Existing FRP board panels shall be primed with PrepRite Bonding Primer as manufactured by Sherwin Williams. 2. Walls must be dry, and free of dirt, dust and grease. Remove all surface contamination from existing panels with ProClean Prep Wash concentrated cleaner or equal. Cleaned surfaces should be sanded or dulled with an abrasive cleaner prior to application of primer. 3. Primer Coat: PrepRite Bonding Primer tinted with 50X Sherwin Williams Viva Gold 6367 for 2nd & 3rd coots. 2nd & 3rd Coat: DTM Industrial and Marine Coating high gloss SECTION 09560 - KNOCKDOWN WALL SYSTEM PART 1.0 - GENERAL 1.t DESCRIPTION A. Sheetrock joint compound sprayed in dollops over the surface of the wall, allowed to set briefly, and then lightly trowel to 'knock down" the tops of the dollops, forming a rough, earthy, uneven finished surface. Knockdown texture to the wallboard before painting. 1.2 SUBMITTALS A. Submit manufacturer's literature, installation, warranty for joint compound and primer/ sealer to owner. 1.3 DELIVERY, STORAGE AND HANDLING A. Delivery - the system shall be delivered to the job site in the manufacturer's original packaging with manufacturer's identification intact and legible. B. Storage & handling - the system shall be stored and handled in such a way to protect against contact with water, exposure to weather, breakage and damage. 1.4 LIMITATIONS A. Temperature conditions - the system shall not be used in contact with surfaces where temperatures exceed 120 degrees F. 1.5 COORDINATION A. Coordinate work with electrical rough -in, corner, butts, mold trims and adjacent surfaces with edges. PART 2.0 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURER SHEETROCK® Brand BEADEX® Brand SHEETROCK® Brand All -Purpose Joint Compounds PART 3.0 EXECUTION 3.1 INSTALLATION A. Mix joint compound and water. Make a mixture that is thin enough to flow through the spray gun but thick enough to stick to the wall. B. Put the mixture into the spray gun. Spray a few pieces of paper to make sure the nozzle is on the right setting. Adjust the nozzle and the compressor until you get the spray effect you desire. C. Spray the walls, leaving a fairly even pattern. Allow the wall to have different thicknesses of the mixture, but keep one general look to the walls. Mix the smaller and larger blobs of the mixture instead of concentrating on the smaller blobs on one part of the wall. D. Allow the joint compound to dry for about 20 minutes, until it is tacky but not dry. E. Take a knockdown knife and slice through the joint compound blobs. Hit them quickly in order to knock the ends off without smearing the compound. Leave a rough texture on the wall and let the wall dry for at least a day. F. Prime the wall and paint over the texture with Sherwin Williams "Interactive Creamr" 0SW6113. 3. 2 WARRANTY A. Materials ore guaranteed with respect to uniformity and quality within manufacturers' specifications. Seller makes no other warranty, expressed or implied, regarding the use of its products and is good as the installer. 6 1 7 8 1h SECTION 09900 - PAINTING BATHROOM ILE: AMERICANA 1202 GOLD RUSH as specified. WN -Wim PI LOUISVILLE TiLE OCRAV 112-12 F A. Interior cementitious ceiling Decking CONTACT: CHARLES HOBBY ADDRESS; LOCAL SUPPLIER(2 F. Joint compound and topping compound shall be mixed in IC AMERICANA 402 SBN GOLD RUSH accordance with printed instruction contained on the LOUISVILLE TiLE OCRAV 112SBN package. Use three steps and sand after each step. All GROUT. SANDED IEC 944 LIGHT CHOCOLATE board, including that installed behind CeramicMefilemusthavejointstapedandsanded. Gypsum board under 08800 VINYL WINDOWS PAGODA WALL TILE: BRIGHT 44 BRT MAIZE A FRP wall finish shall not have joints taped or mudded. CONTACT. CHARLES HOBBY LOUISVILLE TILE 0A24 G. Drywall shall be aligned and finished so as to present a BRIGHT 44 CV BRT MAIZE smooth, uniform surface for painting or decoration. Nail and screw head shall be slightly depressed, but shouldLOUISVILLETILESUNGLOnotcrushorpenetratepapersurfaceofdrywall. F GROUT: UNSANDED WHITE at outside walls & each side of frames at double-acting/traffic doors. CONTACT. J.C. CURLINGS CEILING TILE: DINING ROOM: ARMSTRONG 704 CORTEGA ANGLED TEGULAR TILE 3 coats (total) required - (1 Primer, 2 Final) FOOD BARS/PREP: ARMSTRONG 670 VINYL LAMINATED GYPSUM PANELS Primer Coat: Xim Sealer -Primer tiinted to match 2nd & 3rd coat. RALEIGH, NC 276375 919) 596-4446 FAX (919) 596-9520 SECTION 083100 - TILE WORK 2nd & 3rd Coat: DiM Industrial and Marine Coating high gloss Sherwin SEC11ON 01500 - TEMPORARY FACILITIES 1. General Williams paint. A. The Contractor for tile work is to be responsible for an 1. GENERAL NOTES 08355 ALLMIN M D A DOOR acceptable completed installation and shall furnish all Cleaning: CONTACT. JOE WILLIAMS labor, materials, service facilities, and transportation Labor will be provided daily to dean and wipe down surfaces prior to stores operating hours. required for the areas to be tiled, and with Complete Table and chairs to be properly arranged daily prior to stores operations hours. conformity to the type of tile, dimensions, colors, No debris or equipment components removed from the store are to be left on site. 08710 FINISH HARDWARE grades, patterns, and necessary trim units as shown on B Dumoster CONTACT. J.C. CURUNGS drawings. Provide a dumpster adequate to receive debris, discarded bar components and demo material. B. All tile to meet ANSI A137.2. Storage Container: Provide storage containers on site for equipment/smallwares received for remodel additions, C. Ceramic wall tile, floor tile, and base shall be c]s indicated on the Room Finish Schedule. Design and0 SECTION 09980 - PREFINISHED PANELING 09510 CEILING TIIF manufacturers are listed on the drawings. SECTION 08110 - S7FEL DOORS AND FRAMES 2. Installation 1. Hollow metal frames shall be 16auge standard steel or dr?all type frames (see drawings. Frames shall be cold A. Floors: All floor tile (except in freezer/cooler and Dishwash area) to be installed over concrete by the thin -set mortarrolledsteel, mitered, fitted, continuously welded or interlocked, as required by fabricator. Furnish three anchors bed method. Thin -set mortar shall be mixed thoroughly and applied in strict accordance with manufacturer's printedperjamb. Reinforce frames for all hardware as scheduled. Shop prime with rust inhibitive paint. 09540 FRP ROARD CONTACT. CHARLES HOBBY instruction. Minimum thickness of setting bed shall be 1/8 inch. Install best 2. Steel doors shall be flush type, 16 gauge cold rolled steel, with reinforced face sheets and insulated filler material. with practice of the trade in accordance with Tile Council of American Basic Specifications F113. Reinforce doors for all hardware as scheduled. Rated door(s) RALEIGH, NC 27609 919) 871-0200 FAX (919) 871-0300 shall be furnished with UL label(s) as required. Shop prime B. Ceramic base file shall have cove base and be full adheared all doors with rust inhibitive paint. CONTACT: PAM SOUTH to wall. Backs shall be completely buttered withPY adhesive. 3. For information contact B. A. Holt, Inc. STEVE FOX 8015 DIXON DR. FLORENCE, KY 41042 See Vendors list drawing SP5. C. Walls: Ceramic wall tile and base on gypsum board shall be C1. Toilet et Partitions shall be overhead braced with all face and edges 1 16 inchncgeneral9 / 9 installed per Tile Council of America Specification No. H purpose laminated plastic all in accordance with NEMA Standards. Doors and panels CONTACT: J.C. CURUNGS W223 for Organic Adhesive. 1 D. Grout: Force grout into joints, avoiding air traps or voids, and strike or tool joints of tile to depth of cushion. Remove excess grout, check for gaps or air holes. Use epoxy grout where called for on finish schedule. E. Control Joints: Provide control joints at slab as noted on the drawings. 3. Workmanship A. Work: All work shall be performed by qualified workmen in a manner conforming to best current practice of the trade. B. Cut and drill where necessary without marrying tile. Grind and carefully joint any cut edges against other work. C. Remove loose mortar or materials detrimental to bond before applying setting beds. D. Carefully lay out work to ensure straight joints and uniform width. Avoid tile cuts less than half size. 4. Cleaning and Protection: At completion of installation, thoroughly clean all surfaces. Use of acid will not be permitted. Use clean water in initial cleaning. Remove all stains, mortar, etc. 5. Tile shall be of manufacturer, style, color and pattern selections as indicated on drawings. SECTION 09540 - FIBERGLASS REINFORCED POLYESTER (FRP) BOARD New FRP Panels 1. FRP board panels shall be 4'-0" x 8'-0" x 3/32 inch thick and 4'-0" x 9'- 0" x 3/32 inch thick, grey in color with matching PVC moldings. Flame spread shall be Class C and smoke developed under 450. Manufacturers shall be Marlite, La -Lite, or Kemlite. Panels shall be stored indoors at ambient temperature for 24 hours on end or edge on flat level surface and protected from moisture. 2. Adhesive shall be solvent base waterproof and meet or exceed ASTM C-557. Approved adhesives are Mariite Brand C-375, Panel Lock No. 22 by Miracle Adhesives Corp., or No. 417 FRP Adhesive by W. W. Henry Company. 3. Walls must be dry, flat, and free of dirt, dust and grease. Remove high spots and fill low spots. Panels tend to assume the contour of the surface to which they are attached. 4. Cuttingshould be done with reinforced curb orundum or carbide tipped blade. NOTE: Protect eyes with goggles and cover nose and mouth with mask when cutting. 5. Panels shall be installed vertically on walls using adhesive applied by a specially -notched trowel to assure uniform coverage and according to the adhesive manufacturers specification. No exposed fasteners shall be used. 6• Very Important: Leave a minimum of 1/4 inch gap at inside comer moldings and 1/8 inch gap between edges of panel (top and bottom, side to side) and all other moldings. DO NOT CONSTRICT panel edge with base, suspended ceiling grid system, or moldings. Existing FRP Panels to be Painted - (3 coats (total) required _ 1 Primer, 2 Final) 1. Existing FRP board panels shall be primed with PrepRite Bonding Primer as manufactured by Sherwin Williams. 2. Walls must be dry, and free of dirt, dust and grease. Remove all surface contamination from existing panels with ProClean Prep Wash concentrated cleaner or equal. Cleaned surfaces should be sanded or dulled with an abrasive cleaner prior to application of primer. 3. Primer Coat: PrepRite Bonding Primer tinted with 50X Sherwin Williams Viva Gold 6367 for 2nd & 3rd coots. 2nd & 3rd Coat: DTM Industrial and Marine Coating high gloss SECTION 09560 - KNOCKDOWN WALL SYSTEM PART 1.0 - GENERAL 1.t DESCRIPTION A. Sheetrock joint compound sprayed in dollops over the surface of the wall, allowed to set briefly, and then lightly trowel to 'knock down" the tops of the dollops, forming a rough, earthy, uneven finished surface. Knockdown texture to the wallboard before painting. 1.2 SUBMITTALS A. Submit manufacturer's literature, installation, warranty for joint compound and primer/ sealer to owner. 1.3 DELIVERY, STORAGE AND HANDLING A. Delivery - the system shall be delivered to the job site in the manufacturer's original packaging with manufacturer's identification intact and legible. B. Storage & handling - the system shall be stored and handled in such a way to protect against contact with water, exposure to weather, breakage and damage. 1.4 LIMITATIONS A. Temperature conditions - the system shall not be used in contact with surfaces where temperatures exceed 120 degrees F. 1.5 COORDINATION A. Coordinate work with electrical rough -in, corner, butts, mold trims and adjacent surfaces with edges. PART 2.0 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURER SHEETROCK® Brand BEADEX® Brand SHEETROCK® Brand All -Purpose Joint Compounds PART 3. 0 EXECUTION 3.1 INSTALLATION A. Mix joint compound and water. Make a mixture that is thin enough to flow through the spray gun but thick enough to stick to the wall. B. Put the mixture into the spray gun. Spray a few pieces of paper to make sure the nozzle is on the right setting. Adjust the nozzle and the compressor until you get the spray effect you desire. C. Spray the walls, leaving a fairly even pattern. Allow the wall to have different thicknesses of the mixture, but keep one general look to the walls. Mix the smaller and larger blobs of the mixture instead of concentrating on the smaller blobs on one part of the wall. D. Allow the joint compound to dry for about 20 minutes, until it is tacky but not dry. E. Take a knockdown knife and slice through the joint compound blobs. Hit them quickly in order to knock the ends off without smearing the compound. Leave a rough texture on the wall and let the wall dry for at least a day. F. Prime the wall and paint over the texture with Sherwin Williams "Interactive Creamr" 0SW6113. 3.2 WARRANTY A. Materials ore guaranteed with respect to uniformity and quality within manufacturers' specifications. Seller makes no other warranty, expressed or implied, regarding the use of its products and is good as the installer. 6 1 7 8 1h SECTION 09900 - PAINTING CORPORATE VENDOR UST 3. Paint Color Schedule: (Sherwin-Willialms 1_Gallon FormulaolUNRWN -Wim PI F A. Interior cementitious ceiling Decking CONTACT: CHARLES HOBBY ADDRESS; LOCAL SUPPLIER(2 coats required - 1 Primer, 1 Filnal) IC OR Color: Pure White #7005 111100 cs 3401 TARHEEL DR. Product: Sherwin-Williams RALEIGH, NC 27809 919) 871_0200 FAX (919) e7,-osoo 08800 VINYL WINDOWS A B• Interior LVL Beams &plywood trim, between LVL beams, interior drywall, interior WOOd (all lysed CONTACT. CHARLES HOBBY ADDRESS: BROOKS BUILDING PRODUCTS wood trim, and wood dooirs; (each side of wood doors and metal frames on doors at 3401 TARHEEL DR.windows, closets, manager's office & restrooms). Interior Metal (in Customer areas, miscellaneousexposedmetal, including interior off doors and frames dining RALEIGH. NC 2760eo 9 919) 871-0200 FAX (919) 871-0300 at area doors. Exposed Interior Miscellaneous Metal (in kitchen arena, including each side of interior doors, interior side of doors 08110 HOLLOW META DooR FRAMER at outside walls & each side of frames at double-acting/traffic doors. CONTACT. J.C. CURLINGS ADDRESS: B.A. HOFT, INC. 3 coats (total) required - (1 Primer, 2 Final) P.O. Box 90127 Primer Coat: Xim Sealer -Primer tiinted to match 2nd & 3rd coat. RALEIGH, NC 276375 919) 596-4446 FAX (919) 596-9520 2nd & 3rd Coat: DiM Industrial and Marine Coating high gloss Sherwin PANIC HARDWARE CONTACT: DANNY MURDERS ADDRESS: POSITIVE LOCK 402 EAST 39TH STREET Williams paint. RUSSELVILLE, AR. 72801 08355 ALLMIN M D A DOOR 800) 342-7870 FAX (800) 531-5293 C. Interior metal pipe supports atp' p pp queuing area. CONTACT. JOE WILLIAMS ADDRESS: ELIASON CORPORATION 3 Coats (total) required - (1 Primer, 2 Final) P.O. BOX 2128 KALAMAZOO, MI 49003 Primer Coat: Xim Sealer -Primer tinted to match Sherwin Williams "Tricorn Black" 6258. 08710 FINISH HARDWARE 800) 828-3655 FAX (800) 828-3577 B 2nd & 3rd Coat: DTM Industrial and Marine Coating high CONTACT. J.C. CURUNGS ADDRESS: B.A. HOFT, INC. P.O. Box 90127gloss Sherwin Williams paint #B66 -W111 - Color to be - Sherwin Williams "Tricorn Black" 6258. RALEIGH, 276375: 919) 598-9520 SECTION 09980 - PREFINISHED PANELING 09510 CEILING TIIF CONTACT: SHERRY WEINGARTNER ADDRESS: ARMSTRONG WORLD INDUSTRIES 1. Prefinished paneling 1/4 inch thick x 4'-0" x 8'-0" sheets. PUBLIC AREAS) P.O. BOX 3001 LANCASTER, PA. 17604 Refer to Finish Schedule for locations. 800) 442-4212 FAX (800) 233-5598 2. Adhesives shall be mildew and fungus -resistant as recommended and approved by the manufacturer. 09540 FRP ROARD CONTACT. CHARLES HOBBY ADDRESS: BROOKS BUILDING PRODUCTS 3401 TARHEEL DR. 3. Prefinished paneling shall meet or exceed Interior Finish Class RALEIGH, NC 27609 919) 871-0200 FAX (919) 871-0300 B" classification. OR CONTACT: PAM SOUTH ADDRESS: LASCO PANEL PRODUCTS SECiiON 10155 - TOILET PARTITIONS AND ACCESSORIES STEVE FOX 8015 DIXON DR. FLORENCE, KY 41042 i 10155 TOILET PRTITION 800) 626-1220 FAX: (608) 371-8466 C1. Toiletet Partitions shall be overhead braced with all face and edges 1 16 inch ncgeneral9 / 9purposelaminatedplasticallinaccordancewithNEMAStandards. Doors and panels CONTACT: J.C. CURUNGS B.A. HOFT finished thickness to be 1 inch. Pilaster finished thickness to be 1 3/4 inch. P.O. Box 90127 RALEIGH, NC 27675 2. Doors, panels and pilasters shall be constructed of a sandwich of laminated plastic 18200 LIGHTING FIXTURES 919) 596-4486 FAX (919) 596-9520 bonded under pressure to a solid particle board core with the highest quality resin adhesive assuring a rigid permanent bond. Door to be -notched and recessed to CONTACT: JODY DOUGLAS ADDRESS: HOUSE OF LIGHTS, INC. BOX 2809pre accommodate concealed Controlled gravity type hinges. Where doors or pilasters are SANFORD, NC 27330 notched and recessed for hardware and fittings, the exposed core shall be sealed(919) 774-1044 FAX (919) 774-1609 against moisture. ADDRESS: SEALMASTER INDUSTRIES, INC. 3. Panels and pilasters shall be attached to one another or to walls with heavy 2520 SOUTH CAMPBELL ST. SANDUSKY. OH 44870 heat-treated polished and anodized extruded mluminum or Zamac chrome plated 800) 395-7325 brackets. Doors shall be equipped with stop rand keeper, combination coat hook and bumper, and concealed lock with emergency access. All door hardware shall be heavy on -piece non-ferrous "Zamac" castings„ heavily chrome plated. All hardware except coat hook and bumper shall be thru-belted with hex bolts having theft -proof heads. Stiles shall have a 3 inch high floor plinth of stainless steel. 4. Toilet partition finish shall be plastic laminate by Wlsonart: 'Towney Legoc)r , in D both Men's and Women's restrooms. Toilet partition type shall be Metropolitan", Urinal Screen be type WH as manufactured by Knickerbocker Partition Corporation, Freeport, New York or equal. 5. Installation shall be in accordance with the approved shopdrowings and manufacturers instructions. A complete set of drawings, complete with plans, elevations and details of construction shall be supplied by the manufacturer. ShopdrawingsshallbereviewedandapprovedbytheGeneralContractorbefore manufacture and shipping. 6. Contractor shall provide and install (w/necessary blocking) one each 42 and 36 inches long x 1 1/2 inches in diameter zinc coated grab bare for each handicapped toilet stall to meet requirements of the ADA elk local codes. LANDSCAPING Contractor shall coordinate with owner to selectively cut back all the shrubs and trees to make a cleaner look of the overall lot & improve the visibility of the store. Contractor shall be responsible for removal & disposal of all removed vegetation, and shall coordinate E with owner for any additional landscaping required by removal of existing shrubs & trees. Contractor shall provide budget price upon determination of the scope of the project not to exceed 2500.00 7 Ir7 F Alm ka M W ti o F o 3 °- o V W N O 171 yc Ln rn IC o cosNa r/ g'EaED A,90 @( 1rIk 4 'X n1 J retfNb F W 13 10 a J D Revisions THRU ADDENDUM PROJECT DATE 3-19-13 Drawn By L.MHT H Checked By CARL, P. WOOD Sheet No. SP1 I AI BI EI FI 7 LL 3 3 4 5 6 1 7 DIVISION 15 - MECHANICAL SMI MI i"W - PU IB1MIc 1. Work shall be performed by mechanics skilled in their respective trades and shall present appearance typical of best trade practice. Work not installed in this manner shall be repaired or replaced. Work shall be in accordance with all state and locally enforced plumbing codes. 2. Cost for all connection fees, permits, tests, and inspections shall be paid by the Plumbing Contractor. Furnish three (3) copies of Inspection certificate before requesting final payment. 3. Exterior utilities shall have a minimum earth cover of 36 inches unless indicated otherwise. Grade for soil and waste lines shall be 1/4 inch per foot (min.) for sizes 2 inches and smaller and 1/8 inch per foot (min.) for sizes 3 inches and larger. 4. All equipment and materials shall be installed in accordance with manufacturer's recommendations. 5. Contractor shall furnish and install any auxiliary lines, or accessories necessary for the proper functioning of the equipment and systems,whether or not specified or indicated on the plans. 6. Contractor shall provide in walls behind fixtures, adequate wood blocking for fixture hanger plates.,Plates shall be secured to blocking as per manufacturers instructions. 7. The entire plumbing system shall be tested under normal operating temperatures and 150% of normal operating pressures and the contractor shall demonstrate that all parts shall function properly. Leave all exposed pipin fixtures, fittings, etc., in a clean and like new condition. 8. Soil, Waste and Vent Piping A. Unless otherwise specified on the drawings Soil waste and vent piping larger than 2 inches, and all ppiping in earth shall be PVC plastic pipe and fittings conforming to ASTM -D2665, ASTM -D2949, or service weight cast iron pipe shall be packed with oakum and caulked with poured lead or may be Elastomeric 0 -ring type. B. Waste and vent piping 2 inches and smaller except as otherwise noted shall be PVC conforming to ASTM -D2665 and ASTM -D2949. C. Provide cleanouts as indicated and required by codes. Cleanouts inside building shall be as listed on plans. D. Test all soil, waste, and vent piping to meet all code requirements. Test shall prove the complete absence of leaks with not less than 10 feet head of water. Water shall be maintained in the system for 15 minutes before inspection starts. Prior to fixtures being set, a water test with a water column extended through the roof of the building. 9. Hot and Cold Water Piping A. Hot and cold water piping above ground shall be Type "M" hard drawn copper tubing assembled with wrought sweat fittings. All water iQing below grade or below concrete slab shall be Type FLIe, copper tubing. Joints in copper tubing shall be made with silver solder similar or equal to Sil-Phos. B. Subject hot and cold water piping to hydrostatic test of 150 pounds for a period of twenty-four (24) hours. Hot and cold water piping shall be thoroughly flushed with water and then filled with a chlorine solution of 50 parts per million and let stand for eight (8) hours. The chlorine solution shall be drained and plping flushed with clean water prior to operation. A residual chlorine level of 1 part per million shall be retained. 10. Gas Piping A. The contractor shall arrange with the Local Gas Company to make connection to the gas main, to extend the service pipe to the meter, and provide meter, valves, etc. as required by local gas company. Contractor shall obtain and pay for service and meter. Gas service shall be of sufficient size to provide the flow of gas per hour as indicated on the drawings. B. Gas piping above floor inside building or on roof shall be standard weight Schedule 40 black iron threaded pipe assembled with 150 pound ASA malleable iron fittings. Make all threaded joints using joint compound on male threads only. C. Gas piping below grade outside building shall be coated with a fusion bonded epoxy at a thickness not less than 12 mils using electrostatic deposition and shall be Scotchkote. Field joints shall be covered with not less than 10 mils of the some material provided by Manufacturer. D. Provide a lever handle gas cock, dirt leg, and union at point of connection to each piece of gas equipment. E. All gas piping shall be tested by applying an air pressure of 100 pounds per square inch (psi) for a period of not less than two (2) hours and checking all joints with a solution of soap and water. Test shall prove the complete absence of leaks. 11. Drain piping and fittings above the roof may be galvanized steel pipe, DWV copper drain pipe or PVC plastic pipe. Drain piping above suspended ceilings to floor drain shall be PVC P= pipe. PVC plastic pipe shall have solvent cement I ocket type fittings and pipe conforming to ASTM -D1785, Schedule 40, and D2466 or D2665. Maximum distance between pipe supports for PVC piping shall be 4'-0". 12, Fixtures: A. All plumbing fixtures shall be as listed on the plans. B. All exposed fittings, supplies, traps, etc., shall be chrome plated. C. The connection of fixture traps from lavatories to waste pipe shall be made with PVC plastic, or DMV copper pipe. 13. Valves A. Water valves shall be Hammond, Cast Bronze, BV811-T OR BV812-T, flow port. B. Gas valves shall be Walworth 554 or 1797E. 14. Hangers shall be split ring type secured to building construction with rods. install hangers on outside of insulation with sheet metal saddle between hanger and insulation. 15. Provide chrome plated plates around all exposed bare and insulated piping passing through floors, walls or ceilings. 16. Flash vents through roof with 4 pound sheet lead extending 12 inches around pipe. Extend flashing to top of pipe and turn down inside at least 1 inch. 17. Pipe Insulation A. All hot and cold water piping in walls, above ceilings, and exposed shall be insulated with an insulation having a maximum K factor of 0.27, flexible elostomeric thermal type insulation similar to Armaflex (Armaceil SS) Longitudinal seams shall be sealed. Lateral seams (butt Joints) shall be sealed on cold water pipes only. Thickness shall be 1/2" for cold water pipes up to 1 1/4"0 and 1" for for cold water pipes 1 1/2"0 and greater. Thickness shall be I. min. for all hot water pipes. B. Insulate fittings continuous, but do not insulate valve bodies nor fixture supplies. 8 1 9 DIVISION 16 - ELECTRICAL SWIM 14:100 - BASIC ELECIRK.AL REOUMiOrIDM 1. All outlets, fixtures, and equipment schall be fully connected to proper sources of power supply and left ready for use. 2. Provide all excavation and tamp -backfill as required to complete work. Correct any settling during guarantee period to the Owner's satisfaction. 3. Provide all necessary cutting and patching as required to complete work. patching shall be drone by mechanics skilled at their work. All openings shall be filled and matched to conform with fire regulations. 4. Cooperate with other trades: Make known to other trades arrangement of electrical work. Exaimine work of other trades to avoid any conflicts. Examine drawings of other trades to determine exact equipment locations.. Examine manufacturer's shop drawings to determine rough -in requirements. 5. Permits, fees and codes; Pay all costs for permits, fees and inspections required by authorized agencies having jurisdiction over electrical work. Electrical system shall conform to requirements of N.E.C., State, and Local Electric Codes, Local a.thoritles and Utility Company. 6. Equipment manufacturers', other than those listed, will be acceptable upon written approval from Owner. All electrical materials shall be listed and labeled by U.L. and shall conform to NEMA and other industry standards. 7. Provide typewritten directories in branch panel boards with clear plastic shields. Provide engraved plastic name plates on all disconnect switches, motor starters, control devices, and switches in service entrance equipment. 8. Tests: Entire electrical system shall be fully tested and corrected of any short circuits, open, grounds, faulty wiring, and incorrect connections. 9. Guarantee: Complete electricalsystem including all materials, equipment, and labor shall) be guaranteed for a period of one year beginning with dote of acceptance of building by the Owner. SE07M INN - BASIC IIA ERAS AMID MEDMS 1. Section 16100 applies to all work hereunder and shall include conduit, boxes, wire, wiring devices, Ilighting fixtures, and related materials. 2. Conduit: A. Connections to equipment shall be made with a 3'-0" flexible liquid -tight conduit with liquid -tight connectors. B. Connections to recessed lighting fixtures shall be made with 6'- 0" of 1/2" flexible conduit from a box within 2'- 0" of the fixture. C. Rigid galvanized threaded thickwall conduit with threaded fittings shall be provided in slabs on grade. Conduits below slabs on grade or in earth outside of buildings shall be Schedule 40 PVC with separate grounding conductor per NEC Article 352.60, 2002 edition, where acceptable by Local Codes. Where the use of PVC conflicts with Local Codes, substitute rigid galvanized threaded thickwall conduit ainted with two 2) coats of Asphaltum and with two () coats applied a tints after installation. All conduit outside building shall e buried a minimum of 2'-0". D. All other conduit shall be electric metallic tubing with hexagonal all steel, compression type fittings. 3. Concealed boxes shall be 4 inches sgwore galvanized steel with galvanized extension rings, total depths of not less than 2 1/2 inches. Surface mounted boxes shall be cost weatherproof aluminum. 4. Wire: Conductors shall be 98 percent Conductivity Copper of No.12 AWG minimum size. Insulation shall be color coded, and rated for 600 volts minimum. Type 1rHWN shall be used. 5. Wire connectors for sizes No. 10 AWG and less shall be T & B Piggy nuts, ideal wire nuts, or 3M "Scotchnick". Connectors for wire size No. 8 and larger shall be by T and B or BurndX methods using hydraulic presses and heat shrink insulation kits. 6. Wall switches shall be gray and shall be as follows or approved equal: A. 20 amp, SP 125/277 volt: A and H No. 19 1GRY, Bryant No. 4901GRY, or Hubbell No. 1221 GRY. B. 20 amp, 3W, 125/277 volt: A and H No. 1993GRY, Bryant No. 4803GRY, or Hubbell No. 1223GRY. C. 20 amp, 4W, 125/277 volt: A and H No. 1994GRY, Bryant No. 4904GRY, or Hubbell No. 1224GRY. D. 20 amp, SP, 125/277 volt, with pilot light: Arrow -Hart No. 1991 -PL, Bryant No. 4901 -PL or Hubbell No. 1221 -PL. E. 20 amp, SP, 125/277 volt, weatherproof: Arrow -hart No. 2991/2881-C or Hubbell No. 1281/1795. 7. Receptacles shall be ivory and shall be as follows or approved equal. Provide other receptacles as )indicated on drawings. A. 20 amp, 125 volt, dupplex: A and H No. 5362 1), Bryant No. 5362 (1), or Hubbell No. 5362 (1S. B. 20 amp, 125 volt, twistlock Hubbell No. 2310. C. 30 amp, 250 volt, 3 wire -G A and H No. 5700, Bryant No. 9630FR, or Hubbell No. 9430. D. 50 amp, 250 volt, 3 pole, 4 wire -G: A and H, P and S, or Hubbell No. 8450 with 8452 plug and 4/C No. 8 SO Cord. E. Ground Fault Interrupting, single: A and H No. 53GF62, Bryant Na. 53GF62, or Hubbell No. GF 5362. (Provide spring loaded weatherproof covers where required by code.) F. Clock and Sign Hanger: A and H No. 5708, Bryant No. 2828-GX, or Hubbell No. 5235. Face Plates: Provide face plates for all devices including wall switches, receptacles, telephone outlets, an all wall outlets. Face plates shall be satin finished stainless steel. 8. Lighting fixtures shall be furnished by Contractor as scheduled on drawings. Contractor shall install all lighting fixtures and provide necessary mountiing hardware. All recessed lighting fixtures shall be thermally -protected as required by code. A. Contractor shall furnish and install one complete set of lamps for all lighting fixtures supplied by the contractor. Provide label in each fixture indicating size and type of lamp corresponding with schedule on drawings. For complete light package quote and Information contact: Jody Douglas, House of Lights, Inc., Box 2809, Sanford, N.C. 27330. Phone: (919) 774-1044. 9 W 1 11 B. Starters: Three-phase units shall be by Square D, Type 8536 with 120 volt coil, N.O. Auxiliary contact and with red pilot (in cover). C. Raceway systems shall be installed to maintain the maximum headroom. Common supports may be used for mechanical and electrical equipment by coordinating the work with all trades. D. Wire: Use only approved type wire -pulling lubricants for wire No. 4 AWG or larger. Splice wire only in accessible boxes. Make wire joints mechanically strong before applying the connector, and where tape is used, wrap each joint to the thickness of the original insulation. Clean and polish metallic surfaces before installing conductors. Apply pressure type lugs on standard conductors connected to screw or bolt type connections. E. All wire shall be installed in a conduit and shall be concealed where possible. Where necessary to expose the wiring, the raceway shall be installed as inconspicuously as possible and in straight lines, parallel with the building lines. Cut raceway square, ram, smooth, and make-up tight. Plug ends of raceways during construction and swab -clean before pulling wire or cable. F. All electrical boxes shall be supported from building structural members independently of the conduit raceways, mechanical systems, or suspended ceiling supports. Recessed boxes shall be protected during construction and shall be cleaned before pulling wire and installing devices. G. Wiring devices: Unless noted otherwise, receptacles shall be installed 22 Inches above the finished floor to the top of the box, switches shall be 48 inches above finished floor to the top of the box. Receptacles noted above work counters and cabinets shall be mounted above the backsplash. Weatherproof receptacles sholl be installed so that the cover protects the device in the open position. Receptacles shall be bonded to metallic boxes or to separate ground conductor per NEC. H. Equipment connections: Provide all necessary motor starters, disconnect switches, controls, conduit boxes, wire, etc., and connect complete to each piece of equipment requiring connections indicated on the drawings. Where equipment ratings differ from that indicated consult the Owner. I. Lighting fixtures; Fixtures supported in exposed grid ceilings shall be provided with clips. Fixtures mounted in or on tile ceilings shall be aligned with tiles. Lighting fixtures shall be supported from the building structural members except for exposed grid ceilings where a ceiling supporting wire shall be provided at each fixture comer. J. Cleaning: All equipment, including panel boards, switches, wiring devices, lighting fixtures, wall plates, etc., shall be free of corrosion, dirt, paint spatter or damage of any sort at final acceptance of the work. Contractor shall clean, repair or replace same as Instructed by Owner before final payment. L A A B L 0 E Ili C W r7 C tz r M W N n W d' U O Z M y0 v a X a a o 3 M o c N o G ^ N Ei0 ot a M a rn n Revisions THRU ADDENDUM PROJECT DATE 3-19-13 Drawn By LI AHT Checked By QRL, P. WOOD Sheet No. SP2 M