2021.0018 4234_Popeyes Yelm Permit Set (arch) - 24mar21OWNERARCHITECTCIVIL ENGINEERCIVIL ENGINEEROWNER & CONSULTANTSMEP ENGINEERSTRUCTURAL ENGINEERABBREVIATIONSREVISION NUMBERINTERIOR FINISH NUMBEREXTERIOR FINISH NUMBERWALL SECTION NUMBER,DETAIL, SECTION,BUILDING SECTION LETTERDETAIL NUMBERSHEET NUMBERSHEET NUMBEROR PLAN NUMBERDOOR NUMBER EXISTING COLUMNGRID NUMBERELEV. DATUM POINTOR LETTERGRID NUMBERNEW COLUMNOR LETTERSYMBOLS / LEGENDELEVATION NUMBERSHEET NUMBERNOTE NUMBER WINDOW NUMBEREQUIPMENT NUMBERROOM NUMBERROOM NAMEHVAC SYSTEMLIGHTING PACKAGEINTERIOR DECOR/FURNITURE SUPPLIER:ROOFINGSTONE VENEERPAINT/STAINSEIFS/STUCCOSTOREFRONTREMOVAL SYSTEMFRYER GREASE WATER HEATERPROJECT RESPONSIBILITY CHARTDRINK SYSTEMPOINT OF SALE SYSTEMMENUBOARDS (DIGITAL.)SECURITY SYSTEMSCO2 TANKEXTERIOR SIGNS (DIRECT., PYLON)EQUIPMENTSMALLWAREDRIVE THRU SYSTEMDRIVE-THRU WINDOWPOPEYES RADIO - MUZAK / RETAIL RADIOINTERIOR SIGNSDRIVE-THRU LOOP SYSTEMRESTROOM FIXTURES & ACCESSORIES - SEE SHEET A15BLDG. SIGN INTERNALLY ILLUMINATEDBUILDING SIGN(VERIFY WITH OWNER AND JURISDICTION)NOTES:1.G.C. TO INCLUDE RESPONSIBILITIES IN THEIR BID. GC PROJECTRESPONSIBILITIES TO BE VERIFIED AND FINALIZED WITH OWNER PRIORTO BIDDING AND AT PRE-CONSTRUCTION MEETING.2.TYPE OF BUILDING SIGN TO BE DECIDED DURING PERMITTING.3.FURNITURE SUPPLIER TO INCLUDE ALL WINDOW SILLS AND WOODCORNER GUARDS IN DINING AREA, INCLUDING PINE FOR THE CAR SIDINGIF NEEDED.4.PAPER TOWELS AND SOAP REPLENISHMENT ARE THE RESPONSIBILITYOF THE OWNER UNDER A SEPARATE AGREEMENT WITH A SUPPLIER.DRAWING INDEX:A1BRSHT. NO.SHT. NO.CSBIDDING REQUIREMENTSCOVER SHEETDESCRIPTIONSITE DRAWINGSFLAT SCREEN TV (32" MINIMUM)METAL PACKAGE:CLEARANCE BAR, DUMPSTER GATE, RAILING,SHUTTERS, AWNINGS, INTERIOR ROOFLADDER, DRIVE-THRU WINDOW CANOPY &REAR ENCLOSURE GATESD4SD5SD3SD2SD1SITE SPECIFICATIONSDUMPSTER AND SITE DETAILSLANDSCAPE PLANARCHITECTURAL SITE PLANSITE ACCESSORIES AND DETAILS2812 ARCHITECTURE(425) 252-2153EVERETT, WA 982012812 COLBY AVE(360) 352-1465LACEY, WA 985168730 TALLON LANE NE, STE 200SCJ ALLIANCESEATTLE, WA 981011511 THIRD AVE, STE 323QUANTUM CONSULTING ENGINEERS(360) 863-6677SNOHOMISH, WA 98290111 AVE C, STE 104RENSCH ENGINEERING S1.0GENERAL STRUCTURAL NOTESS/S CEILING PANELS AND TRIM(VERIFY WITH OWNER)MENUBOARDS (D.T., PREVIEW BD.)AMBROSIA QSR(503) 906-1290VANCOUVER, WA 98660400 E MILL PLAIN BLVD, STE #401CORNER GAURDSSEATING PACKAGE, ARTWORK, OFFICE CABINETS, WOOD WALL FRAMES,WINDOW SILLS, AND P - RING20 GA S/S AT DRIVE THRUINTERIOR TILE(VERIFY SIZE WITH LOCAL AUTHORITY)ABANCHOR BOLTACI AMERICAN CONCRETE INSTITUTEACS ALL COMMON SURFACESACAIR CONDITIONINGAFFABOVE FINISH FLOORAHUAIR HANDLING UNITAISC AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISI AMERICAN IRON AND STEEL INSTITUTEALALUMINUMANSI AMERICAN NATIONAL STANDARDS INSTITUTEARCH'L ARCHITECTURALALT ALTERNATEASPHASPHALTASTMAMERICAN SOCIETY FOR TESTING AND MATERIALATALUMINUM THRESHOLDBOBOTTOM OFBOTBOTTOMBRGBEARINGBDBOARDBLKTBLANKETC CENTER LINE / CHANNELCJCONTROL JOINTCJPCOMPLETE JOINT PENETRATIONCLGCEILINGCLRCLEARCMUCONCRETE MASONRY UNITCOLCOLUMNCONC CONCRETECONTCONTINUOUSCPT CARPETCTCERAMIC TILEC/LCENTER LINEDBLDOUBLEDFDRINKING FOUNTAINDIA/Ø DIAMETERDIAGDIAGONALDIMDIMENSIONDNDOWNDS DOWN SPOUTD/TDRIVE THRUDWGDRAWINGEAEACHEFEACH FACEEJEXPANSION JOINTELECELECTRICALELEV / ELELEVATIONEQ EQUALEWEACH WAYEXISTEXISTINGFDFLOOR DRAINFEFIRE EXTINGUISHERFFFINISH FLOORFLRFLOORFNDFOUNDATIONFR FIRE RATEDFTFOOTFTGFOOTINGGAGAUGEGSNGENERAL STRUCTURAL NOTESGALVGALVANIZEDGYPBDGYPSUM WALL BOARDHCHANDICAPPEDHDWHARDWAREHIHIGHHMHOLLOW METALHORIZHORIZONTALHVACHEATING, VENTILATION & AIR CONDITIONINGICBOINTL. CONFERENCE OF BUILDING OFFICIALSIDINSIDE DIAMETERIMCINTERNATIONAL MECHANICAL CODEINFOINFORMATIONINSULINSULATIONJTJOINTKKIP (1,000 LBS)KSIKIPS PER SQUARE INCHLANGLELACLAY-IN ACOUSTICAL CEILINGLLHLONG LEG HORIZONTALLLVLONG LEG VERTICALLOLOWMASMASONRYMAXMAXIMUMMECHMECHANICALMFGR/MFRMANUFACTURERMINMINIMUMMISCMISCELLANEOUSMOMASONRY OPENINGMRMIRROR / MOISTURE RESISTANTMTLMETALNANOT APPLICABLENICNOT IN CONTRACTNOMNOMINALNTSNOT TO SCALEOCON CENTEROCBORDER CONFIRMATION BOARDODOUTSIDE DIAMETEROPPOPPOSITEPLPLATEPLFPOUNDS PER LINEAR FOOTPLYWDPLYWOODPREFABPREFABRICATEDPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPTPRESSURE TREATEDQTQUARRY TILEQTYQUANTITYRRISER / RADIUSREBARREINFORCING BARREFREFERENCEREINFREINFORCEREQ'DREQUIREDROROUGH OPENINGSBSPLASH BLOCKSHLVSHELVESSIMSIMILARSLSLIDESPECSPECIFICATIONSSSTAINLESS STEELSTDSTANDARDSTLSTEELSTORSTORAGESUSPSUSPENDEDTTHREADT&BTOP AND BOTTOMT>ONGUE AND GROOVETELETELEPHONETOTOP OFTOC TOP OF CONCRETETODTOP OF DECKTOFTOP OF FOOTINGTOLTOP OF LEDGERTOPTOP OF PANELTOSTOP OF STEELTOWTOP OF WALLTPDTOILET PAPER DISPENSERTYPTYPICALUNOUNLESS NOTED OTHERWISEVCTVINYL COMPOSITION TILEVERTVERTICALVTVINYL THRESHOLDWWIDE FLANGEWCWATER CLOSETWDWOODWPWATER PROOFWSECWASHINGTON STATE ENERGY CODEWTWEIGHTWWFWELDED WIRE FABRICW/WITHW/OWITHOUTAND MATCHING BACKSPLASHFRONT COUNTERS/SOLID SURFACESDOOR AND DOOR HARDWARE(206) 957-3900FLOOR PLANSTRUCTURAL DRAWINGS ARCHITECTURAL DRAWINGS CV-01COVER SHEETCIVIL DRAWINGS A2INTERIOR FINISH SPECIFICATIONS & DETAILSA3REFLECTED CEILING PLANA4ROOF PLAN & DETAILSA5EXTERIOR ELEVATIONSA6EXTERIOR ELEVATIONSA7BUILDING SECTIONA8EXTERIOR WALL SECTIONSA9EXTERIOR WALL SECTIONSA10NOT USEDA11NOT USEDA12DIGITAL MENUBOARD ELEVATIONS & DETAILSA14WALK-IN BOX & COUNTER SECTIONS & DETAILSA15ENLARGED RESTROOM PLAN & ELEVATIONSA16OFFICE & MOP SINK ELEVATIONS & DETAILSA13NOT USEDA17DOOR & WINDOW SCHEDULES & DETAILSSHT. NO.SHT. NO.DESCRIPTIONINTERIOR DRAWINGSD0.0COVER SHEETMECHANICAL DRAWINGSM0MECHANICAL SPECIFICATIONSPLUMBING DRAWINGSP0SPECIFICATIONS AND NOTESELECTRICAL DRAWINGSE0ELECTRICAL SPECIFICATIONSREVISION ISSUE LOGA6.1EXTERIOR FINISH & LIGHTING SCHEDULESS1.1GENERAL STRUCTURAL NOTESS2.0FOUNDATION PLANS2.1ROOF FRAMING PLANS2.2SNOW DRIFT PLANS3.0DETAILSS4.0DETAILSS4.1DETAILSS4.2DETAILSS4.3DETAILSD1.0SEATING LAYOUTD1.1METALWORK LAYOUTD2.0-2.2INTERIOR ELEVATIONSD3.0DECOR ELEVATIONS / DETAILSD4.0DINING REFLECTED CEILING PLAND5.0DINING FLOOR TILE PLAND6.0INTERIOR WALL FINISHESD7.0GC PROVIDED ITEMS AND DETAILSD8.0-8.3SPECIFICATIONSD9.0VERIFICATION PLANM0AMECHANICAL CALCULATIONSM1HVAC PLAN, NOTES & SCHEDULESM2HVAC ROOF PLAN & DETAILSM3HOOD DETAILSM5INTERLOCK PANEL DETAILSM6FRYER HOOD DETAILSM7CAPTIVEAIRE DETAILSM0BMECHANICAL ENERGY FORMSM4HOOD DETAILSE1LIGHTING RCPE1ASITE POWER PLANE2POWER PLANE2ANCA CONTROL PANELE2BELECTRICAL ROOF PLAN & DETAILSE3PANEL SCHEDULESE4POS & SECURITY PLANE5SECURITY PLANP1WASTE AND VENT PLANP2WATER AND GAS PLANP3RISER DIAGRAMP4PLUMBING DETAILSEQUIPMENT DRAWINGSK-1BKITCHEN EQUIPMENT PLANK-2BKITCHEN EQUIPMENT SCHEDULEK-3BKITCHEN EQUIPMENT ELECTRICAL ROUGH-INK-4CKITCHEN EQUIPMENT PLUMBING ROUGH-INWSEC PROVISIONS1.INSULATION R-VALUE IDENTIFICATION SHALL BE APPLIED TO ALL INSULATION MATERIALS AND INSTALLED SO THE MARK IS READILY VISIBLE DURING INSPECTION PER WSEC C303.1.1 AND C303.1.2.2.FENESTRATION PRODUCTS SHALL BE LABELED WITH RATED U-VALUE, SHGC, VT AND LEAKAGE RATING. U-FACTORSSHALL BE IN ACCORDANCE WITH NFRC 100 PER WSEC C303.1.3.3.AIR BARRIER CONSTRUCTION SHALL COMPLY WITH WSEC C402.5.1.1.4.BUILDING AIR LEAKAGE TEST: SUBMIT REQUIRED AIR BARRIER TESTING TO AHJ AND OWNER PER WSEC C402.5.1.2.LEAKAGE RATE NOT TO EXCEED 0.25 CFM/FT²AT A PRESSURE DIFFERENTIAL OF 0.3 IN WG IN ACCORDANCE WITH ASTM E779 OR APPROVED EQUIVALENT TESTING METHOD.IF THE TESTED RATE EXCEEDS 0.25 CFM/FT² BY UP TO 0.15 CFM/FT², A VISUAL INSPECTION OF THE AIR BARRIER SHALL BE CONDUCTED AND ANY LEAKS NOTED SHALL BE SEALED TO THE EXTENT PRACTICABLE. AN ADDITIONAL REPORT IDENTIFYING THE CORRECTIVE ACTIONS TAKEN TO SEAL AIR LEAKS SHALL BE SUBMITTED TO THE BUILDINGOWNER AND THE CODE OFFICIAL AND ANY FURTHER REQUIREMENT TO MEET THE LEAKAGE AIR RATE WILL BE WAIVED.IF THE TESTED RATE EXCEEDS 0.40 CFM/FT², CORRECTIVE ACTIONS MUST BE MADE AND THE TEST COMPLETED AGAIN. A TEST ABOVE 0.40 CFM/FT² WILL NOT BE ACCEPTED.5.PROVIDE PROJECT CLOSE OUT DOCUMENTATION AS REQUIRED PER WSEC C103.6.3.E1BSITE FOOTCANDLE PLANGN-01GENERAL NOTESEX-01EXISTING CONDITIONS MAPEC-01DEMOLITION AND TESC PLANEC-02TESC NOTES AND DETAILSSP-01SITE IMPROVEMENT PLAN SP-02SITE IMPROVEMENT DETAILSSP-03SITE IMPROVEMENT DETAILSHC-01HORIZONTAL CONTROL PLANHC-02HORIZONTAL CONTROL PLANCG-01GRADING AND DRAINAGE PLANSD-01DRAINAGE PLANSD-02DRAINAGE NOTES AND DETAILSWT-01WATER PLANWT-02WATER NOTES AND DETAILSSS-01SEWER PLANSS-02SEWER NOTES AND DETAILSSS-03SEWER DETAILSFR-01FRONTAGE IMPROVEMENT PLANFR-02FRONTAGE IMPROVEMENT DETAILSCOVER SHEETCHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597 12/04/2020CS REVISIONS
BIDDING REQUIREMENTS; INSTRUCTIONS TO BIDDERSDIVISION 1: GENERAL REQUIREMENTSEXAMINATION OF SITE:ALL BIDDERS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRSTEXAMINE THE SITE (PREMISES) AND ALL SUCH CONDITIONS AS MAYAFFECT THE WORK UNDER THIS . FAILURE TO EXAMINE THE SITE WILLNOT RELIEVE THE SUCCESSFUL BIDDER FROM THE NECESSITY TOPROVIDE WORK THAT MAY BE REQUIRED TO COMPLETE THE WORKWITHOUT ADDITIONAL COST TO THE OWNER.EXPLANATION TO BIDDERS:A.NO ORAL EXPLANATION IN REGARD TO THE MEANING OF THEDRAWINGS AND SPECIFICATIONS WILL BE MADE AND NO ORALINSTRUCTIONS WILL BE GIVEN BEFORE THE AWARD OF THE .DISCREPANCIES, OMISSIONS, OR DOUBTS AS TO MEANING OFTHE DRAWINGS AND SPECIFICATIONS SHALL BE COMMUNICATEDIN WRITING TO THE OWNER FOR INTERPRETATION. IN THE EVENTOF UNRESOLVED DISCREPANCIES OR AMBIGUITY, ARCHITECT OFRECORD WILL BE THE FINAL JUDGE ON PLAN INTERPRETATION.BIDDERS SHOULD ACT PROMPTLY AND ALLOW SUFFICIENT TIMEFOR A REPLY TO REACH THEM BEFORE THE SUBMISSION OFTHEIR BIDS. ANY REVISION MADE WILL BE IN THE FORM OF ANADDENDUM TO THE SPECIFICATIONS BEARING THE APPROVALOF THE OWNER AND WILL BE FORWARDED TO ALL BIDDERS ANDITS RECEIPT BY THE BIDDER SHOULD BE ACKNOWLEDGED BYTHE BIDDER BY HIS SIGNATURE AFFIXED THERETO AT THE TIMEOF RECEIPT AND VERIFIED BY HIS ACKNOWLEDGMENT ON THEBID FORM.B.EACH PROSPECTIVE BIDDER WILL BE FURNISHED BIDDINGDOCUMENTS TO COMPLETE THEIR BID.PREPARATION & SUBMISSION OF BIDS:A.THE BIDDER IS REQUIRED TO BID ON ALL ALTERNATES AND/ORALLOWANCES OR ON ALL ITEMS CALLED FOR IN THE BID FORM,EXCEPT WHEN ALTERNATES ARE CALLED FOR ON A TYPE ORMETHOD OF CONSTRUCTION AS TO WHICH BIDDER DOES NOTDESIRE TO BID, HE MAY INSERT THE WORDS "NO BID" IN THESPACE PROVIDED FOR PRICES ON SUCH ALTERNATE TYPE ORMETHOD OF CONSTRUCTION.B.BIDS SHALL BE SUBMITTED ON THE FORMS FURNISHED ANDSHALL BE SIGNED IN INK. ERASURES OR OTHER CHANGES IN ABID MUST BE EXPLAINED OR NOTED OVER THE SIGNATURE OFTHE BIDDER. BIDS CONTAINING ANY CONDITIONS, OMISSIONS,UNEXPLAINED ERASES OR ALTERNATES, OR ITEMS NOT CALLEDFOR IN THE PROPOSAL, OR IRREGULARITIES OF ANY KIND, MAYBE REJECTED BY THE OWNER AS BEING INCOMPLETE.BID ANALYSIS:BIDS SHALL BE ACCOMPANIED BY ONE (1) SIGNED COPY OFPOPEYES STANDARD "BID ANALYSIS" FORM. AS INDICATED ON THEFORM, INDIVIDUAL LINE ITEMS ARE TO BE SHOWN AT THEGENERAL CONTRACTOR'S COST WITH NO MARKUP FOR OVERHEADOR PROFIT BY THE GENERAL CONTRACTOR. HOWEVER, EACH LINEITEM SHALL INDICATE THE FULL VALUE OF SUBCONTRACTORWORK INCLUDING SUBCONTRACTOR'S OVERHEAD AND PROFIT.SUPERVISION, OVERHEAD, AND PROFIT FOR THE GENERALCONTRACTOR'S WORK SHALL BE SHOWN ON THE APPROPRIATELINES.THE OWNER RESERVES THE RIGHT TO DETERMINE WHAT AREINFORMALITIES IN THE MAKING, RECEIVING, AND OPENING OF BIDSAND THE AWARDING OF S THEREON, AND THE FURTHER RIGHT TOWAIVE ANY SUCH INFORMALITY WHEN SUCH WAIVER IS, IN THEDISCRETION OF THE OWNER, TO THE BEST INTEREST, ALSO. TOACCEPT ANY ITEM IN THE BID UNLESS OTHERWISE SPECIFIED.REJECTION OF BIDS:THE OWNER RESERVES THE RIGHT TO REJECT ANY AND ALL BIDS.STANDARD FORMS:3.AIA DOCUMENT G702 - APPLICATION AND CERTIFICATEOF PAYMENT. THIS DOCUMENT SUMMARIZES THEAMOUNT, WORK COMPLETED, STORED MATERIALS,RETAINAGE, PREVIOUS CERTIFICATES OF PAYMENT, ANDTHE CURRENT AMOUNT DUE.4.AIA DOCUMENT G703 - CONTINUATION SHEET (ONE (1) ORMORE SHEETS AS REQUIRED). THIS DOCUMENT DETAILSTHE AMOUNTS SUMMARIZED ON DOCUMENTS G702. ITPROVIDES A PROJECT BREAKDOWN AND DISCLOSES THENAME OF THE COMPANY PROVIDING LABOR ANDMATERIALS. WHEN LABOR IS PAID BY THE CONTRACTORDIRECTLY TO INDIVIDUAL WORKERS, IT SHOULD BEIDENTIFIED AS "G.C. LABOR". THIS DOES NOT INCLUDEANY LABOR PAID TO A THIRD PARTY. MATERIALS TAKENFROM THE CONTRACTOR'S INVENTORY SHOULD BELISTED AS "G.C. MATERIALS". THIS MAY NOT INCLUDEMATERIALS DELIVERED DIRECTLY TO THE JOB SITE ORIDENTIFIED IN ANY WAY THE SUPPLIER WITH POPEYESLOUISIANA KITCHEN, INC. CONTRACTOR'S OVERHEADAND PROFIT SHALL BE SHOWN AS A SEPARATE LINE ITEM.IF SUBCONTRACTOR AMOUNTS CHANGE FROM AMOUNTSSHOWN ON THE ORIGINAL PROJECT BREAKDOWN, THECHANGES SHALL BE SHOWN ON THE PAYMENT REQUESTWITH A CORRESPONDING CHANGE TO THECONTRACTOR'S OVERHEAD AND PROFIT LINE. UNLESS ACHANGE ORDER IS INVOLVED, THE TOTAL AMOUNTSHALL REMAIN THE SAME.5.CERTIFICATE OF SUBSTANTIAL COMPLETION, AIADOCUMENT A704.6.CERTIFICATE OF INSURANCE, AIA DOCUMENT G705.7.AIA DOCUMENT G706 - CONTRACTOR'S AFFIDAVIT OFPAYMENT OF DEBTS AND CLAIMS - IN THIS DOCUMENT,THE CONTRACTOR SWEARS THAT ALLSUCONTRACTBORS AND MATERIALMEN ARE DISCLOSEDON G703 AND THAT EACH HAS BEEN PAID.8.AIA DOCUMENT G706A - CONTRACTOR'S AFFIDAVIT OFRELEASE OF LIENS - IN THIS DOCUMENT, THECONTRACTOR SWEARS THAT ALL SUBCONTRACTORSAND MATERIALMEN ARE LISTED ON G703 AND THATWAIVERS OF LIENS, HIS OWN INCLUDED, ARE ATTACHED.9.AIA DOCUMENT G805 - LIST OF SUBCONTRACTORS10.AIA DOCUMENT G713 - CHANGE ORDERAUTHORIZATIONS.11.CONSENT OF SURETY (SURETY COMPANY'S FORM).12.PARTIAL WAIVER OF LIEN FORM - IN THIS FORM, THECONTRACTOR, SUBCONTRACTORS AND MATERIALMENWAIVE THEIR RIGHT TO FILE A LIEN FOR WORKPERFORMED TO DATE. THIS DOCUMENT IS ACCEPTABLEFOR INTERIM CERTIFICATES OF PAYMENT.13.FINAL WAIVER OF LIEN FORM - IN THIS FORM, THECONTRACTOR, SUBCONTRACTORS AND MATERIALMENWAIVE THEIR RIGHT TO FILE A LIEN FOREVER.14.CONTRACTOR'S AFFIDAVIT OF DISCLOSURE OF DEBTSAND CLAIMS. IN THIS DOCUMENT, THE CONTRACTORSWEARS THAT ALL DEBTS AND CLAIMS ARE DISCLOSED.IT SUMMARIZES THE CURRENT AMOUNT DUE EACH FIRM(CONTRACTOR, SUBCONTRACTOR, OR MATERIALMEN)LISTED ON G703. IT ALSO PROVIDES THE ADDRESS,PHONE NUMBER, AND REPRESENTATIVE OF EACH FIRM.1.THE FOR CONSTRUCTION SHALL BE POPEYES LOUISIANAKITCHEN."CONSTRUCTION AGREEMENT" FOR ALLCONSTRUCTION.A.THE "GENERAL CONDITIONS OF THE FOR CONSTRUCTION",STANDARD FORM OF THE AMERICAN INSTITUTE OFARCHITECTS, FORM A-201, LATEST EDITION, ARE HEREBY,EXCEPT AS THE SAME MAY BE INCONSISTENT HEREWITH,MADE A PART OF THIS SPECIFICATION. COPIES ARE TO BEOBTAINED AND ARE INCORPORATED BY REFERENCE ANDHEREBY MADE A PART OF THE .D.WHERE ANY ARTICLE OR PORTION OF AN ARTICLE CONFLICTSWITH THE LAWS OF THE STATE OF THE LOCATION OF THEPROJECT, SUCH ARTICLE, OR PORTION OF THE ARTICLE ISHEREBY STRICKEN.E."CONTRACTOR SHALL BE REQUIRED TO COMPLY WITH THE2010 AMERICANS WITH DISABILITIES ACT TITLE II (28 CFR PART35) AND TITLE III (28 CFR PART 36) AND THE REGULATIONSPROMULGATED IN ACCORDANCE THEREIN. OR SHALLINDEMNIFY AND HOLD OWNER AND ARCHITECT HARMLESSFROM ANY AND ALL LOSSES, SUITS, CLAIMS, COSTS,EXPENSES AND OTHER DAMAGES WHICH MAY BE INCURREDBY OWNER/ARCHITECT AS A RESULT OF CONTRACTOR'SFAILURE TO COMPLY WITH SAID ACT".A.ARTICLE 3.4 LABOR AND MATERIALS OF SAID "GENERALCONDITION" PARAGRAPH 4.4.3 IS HEREBY ADDED AS FOLLOWS:"ALL CONTRACTORS AND SUBCONTRACTORS EMPLOYED UPONTHE WORK SHALL BE REQUIRED TO CONFORM TO THE FEDERAL,STATE, AND LOCAL LABOR LAWS AND VARIOUS ACTSAMENDATORY AND SUPPLEMENTARY THERETO, AND TO ALLOTHER LAWS, ORDINANCES, AND LEGAL REQUIREMENTSAPPLICABLE THERETO."B.ARTICLE 3.6 TAXES OF SAID "GENERAL CONDITIONS" PARAGRAPH3.6.1 IS HEREBY AMENDED AND SUPPLEMENTED AS FOLLOWS:"THE CONTRACTOR SHALL PAY FOR ALL TAXES NECESSARY FORTHE PROPER EXECUTION AND COMPLETION OF THE WORK, BOTHTEMPORARY AND PERMANENT."C.ARTICLE 3.7 PERMITS, FEES AND NOTICES OF SAID "GENERALCONDITIONS" PARAGRAPH 4.7.3 DELETE IN ITS ENTIRETY ANDSUBSTITUTE IN LIEU THEREOF AS FOLLOWS: "THE CONTRACTORSHALL BRING TO THE ATTENTION OF THE OWNER ANYCONFLICTS, OMISSIONS, DELETIONS, OR ERRORS IN THEDRAWINGS AND/OR SPECIFICATIONS WHICH DO NOT CONFORMTO APPLICABLE ZONING, CODE AND OTHER USE REGULATIONSAND/OR TO THE AMERICANS WITH DISABILITIES ACT ANDREGULATIONS PROMULGATED THEREUNDER. THECONTRACTOR SHALL NOT BE LIABLE TO THE OWNER OR THEARCHITECT FOR ANY DAMAGES RESULTING FROM ANY SUCHERRORS EXCEPT THAT SHALL BE FULLY AND EXCLUSIVELYLIABLE UPON FAILURE TO PUT ARCHITECT ON NOTICE OF SAIDCONFLICTS, OMISSIONS, DELETIONS, OR ERRORS."D.ARTICLE 3.15 CLEANING UP OF SAID "GENERAL CONDITIONS"PARAGRAPH 3.15.1 HEREBY AMENDED AND ADDED AS FOLLOWS:"HE SHALL REMOVE FROM THE JOB SITE ALL CRATES, PACKING,DEBRIS, ETC. FROM KITCHEN EQUIPMENT. HE SHALL BROOMCLEAN THE BUILDING INTERIOR DAILY. AT THE COMPLETION OFTHE PROJECT, THE CONTRACTOR SHALL LEAVE THE BUILDINGCLEANED DUST FREE, CLEAN ALL GLASS, REPLACE ANY BROKENGLASS, REMOVE STAINS, SPOTS, MARKS AND DIRT FROMDECORATED WORK, CLEAN HARDWARE, REMOVE PAINT SPOTSFROM ALL SURFACES, CLEAN FIXTURES, AND WASH ALL TILEFLOORS."A.ARTICLE 11.1 CONTRACTOR'S LIABILITY INSURANCE OF SAID"GENERAL CONDITIONS" IS HEREBY MODIFIED AS FOLLOWS:INSURANCE: COMPREHENSIVE, AUTOMOBILE, UMBRELLALIABILITY CERTIFICATES OF INSURANCE FROM CARRIERSAPPROVED BY THE OWNER SHALL BE FILED IN NOT LESS THANTHE FOLLOWING AMOUNTS OR GREATER AMOUNTS ASREQUIRED BY LAW PRIOR TO COMMENCEMENT OF THE WORK:1.WORKMEN'S COMPENSATION: AS REQUIRED BY LAW INAPPLICABLE STATE2.COMPREHENSIVE GENERAL LIABILITY:2.1.$1,000,000 PER COOURANCE COMBINED - SINGLE LIMIT2.2.$2,000,000 AGGREGATE3.OWNED AND NON-OWNED AUTOMOBILE LIABILITY: $500,000PER OCCURRENCE4.EXCESS (UMBRELLA) LIABILITY: $2,000,000 PER OCCURRENCEALL INSURANCE POLICIES AND CERTIFICATES FOR WORKPERFORMED FOR POPEYES LOUISIANA KITCHEN SHALLSHOW THE OWNER AS AN ADDITIONAL NAMED INSUREDPARTY. THEY MUST ALSO STATE THAT THE COVERAGEAFFORDED UNDER THE POLICIES SHALL NOT BE CANCELEDWITHOUT THIRTY (30) DAYS PRIOR NOTICE TO THE OWNERAS EVIDENCED BY THE RETURN RECEIPT OF A REGISTEREDLETTER AND BE IN FULL FORCE FOR 3 YEARS FOLLOWINGCOMPLETION EXPIRATION OR TERMINATION OF THIS .B.ARTICLE 11.3 PROPERTY INSURANCE OF SAID "GENERALCONDITIONS" IS HEREBY AMENDED AND MODIFIED ASFOLLOWS: INSURANCE: FOR PROJECTS WHERE POPEYESLOUISIANA KITCHEN IS THE OWNER, THE CONTRACTORSHALL PROVIDE THE BUILDER'S RISK INSURANCE.THE INSURANCE SHALL BE IN AN AMOUNT EQUAL TO THE TOTALAMOUNT OF THE , LESS THE AMOUNT OF THE SITE WORK.INSURANCE WILL BE ON ALL RISK BASIS WITH $5,000.00DEDUCTIBLE. THE $5,000 DEDUCTIBLE WILL BE PAID BY THECONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FORTHE TOTAL AMOUNT OF LOSSES OF ALL BUILDING MATERIAL,TOOLS AND EQUIPMENT IN HIS POSSESSION AND NOTPERMANENTLY AFFIXED TO THE BUILDING OR SITE. BUILDERS'RISK INSURANCE CERTIFICATES WILL BE FURNISHED UPONREQUEST BY POPEYES LOUISIANA KITCHEN. ONE COPY WILL BESENT DIRECTLY TO POPEYES LOUISIANA KITCHEN'SCONSTRUCTION MANAGER.ALL PRIOR ESTIMATES AND PAYMENTS INCLUDINGTHOSE RELATING TO EXTRA WORK SHALL BE SUBJECTTO CORRECTION AT THE TIME OF THIS PAYMENT,WHICH IS THROUGHOUT THIS CALLED FINAL PAYMENT.FINAL PAYMENT SHALL BE SUBJECT TO INSPECTIONAND ACCEPTANCE BY THE OWNER OR DULYAUTHORIZED REPRESENTATIVES OF THE OWNER, ANDBY THE REPRESENTATIVES OF ALL AGENCIES HAVINGDIRECT INTEREST IN THE PROJECT.QUESTIONS REGARDING APPLICATIONS CAN BERESOLVED BY CONTACTING POPEYE'S CONSTRUCTIONMANAGER.2.CERTIFICATE OF SUBSTANTIAL COMPLETION:THE DATE OF THIS CERTIFICATE SHALL SERVE AS THE TIMEFOR COMPUTING THE GUARANTEE PERIOD OF THE BUILDINGUNLESS OTHERWISE AGREED UPON.3.OWNER'S USE AND OCCUPANCY OF BUILDING BEFOREACCEPTANCE OF CONSTRUCTION:THE OWNER, FOR OCCUPANCY OF THE BUILDING DESCRIBEDIN THE DRAWINGS, MAY TAKE POSSESSION OF AND USESAME AS HE SO DESIRES UPON A SUBSTANTIAL COMPLETIONOF THE , ALSO FURTHER UPON RELIEVING THE OR OF ANYDAMAGE DONE TO THE BUILDING DUE SOLELY TO SUCHOCCUPANCY BY SAID OWNER BUT UNDER NOCIRCUMSTANCES SHALL SUCH OCCUPANCY BE ANACCEPTANCE OF THE WORK FOR THE COMPLETION OF THECONTRACT OR AN ACCEPTANCE OF THE LABOR DONE ANDMATERIALS USED OR INSTALLED.WHERE ITEMS ARE LISTED IN THE SPECIFICATIONS AND/OR"OR EQUAL" IS MENTIONED, THE MATERIALS LISTED SHALL BEUSED. THESE MATERIALS SHALL BE INCLUDED IN THE BIDSUBMITTED ON THE BID FORM. NO DEVIATION FROM THEMATERIALS LISTED SHALL BE MADE BY THE CONTRACTORSSUBMITTING BIDS. AFTER AWARD OF THE , THE CONTRACTORMAY SUBMIT A SUBSTITUTE MATERIAL FOR THE ITEMSSPECIFIED AS AN "EQUAL" TO THE MATERIAL. SUCH REQUESTSHALL BE SUPPORTED BY TECHNICAL DATA SHOWING THATTHE MATERIALS OR SERVICE IS EQUAL TO THE ITEMSSPECIFIED AND STATING THE AMOUNT OF DECREASE ORINCREASE IN THE SUM. IF NO CHANGE IN THE SUM WILL BEMADE, STATE "NO CHANGE". THE CONSULTANT'SARCHITECTURE AND ENGINEERING DEPARTMENT WILLDETERMINE IF THE MATERIAL IS ACCEPTABLE AS ASUBSTITUTE FOR THE SPECIFIED ITEM AND MAKENOTIFICATION IN WRITING TO THE CONTRACTOR, THIS RULINGBEING FINAL. CHANGES TO THE SUM WILL BE HANDLED BYCHANGE ORDER AUTHORIZATION OR CHANGE ORDER FORM.THE CONTRACTOR, HIS AGENT, OR HIS EMPLOYEES SHALLNOT DISCRIMINATE IN ANY MANNER ON THE BASIS OF RACE,COLOR, CREED, SEX, OR NATIONAL ORIGIN WITH REFERENCETO THE SUBJECT MATTER OF THIS , NO MATTER HOWREMOTE.SECTION 1A: GENERAL1.SCOPE OF THE WORK:WORK TO BE PERFORMED UNDER THIS SHALL INCLUDE ALLDEMOLITION, SITE WORK, BUILDING CONSTRUCTION, ANDIMPROVEMENTS TO THE PROPERTY DESIGNATED IN THECONSTRUCTION DOCUMENTS. THE INTENT OF THECONSTRUCTION IS TO PROVIDE A POPEYES RESTAURANTCOMPLETE IN ALL RESPECTS WITH ALL WORK PERFORMEDIN A QUALITY AND WORKMANLIKE MANNER WITH THEBUILDING READY FOR OCCUPANCY WHEN CONSTRUCTION ISCOMPLETE.THE PLANS ARE DRAWN AS A PROTOTYPE TO BE BUILT IN MANYLOCATIONS. THE PROTOTYPE PLANS WILL BE SITE ADAPTED BYARCHITECT/ENGINEER, TO MEET ALL NATIONAL, LOCAL CODES,AND SITE DESIGN CRITERIA. THE LOCATION, SIZE, AND EXTENTOF SITE WORK AND SITE DETAILS ARE TO BE DETERMINED BY AFINAL SITE PLAN AND/OR GRADING PLAN AND/OR LANDSCAPINGPLAN AND GEOTECHNICAL AND/OR ENVIRONMENTAL REPORTSTO BE PROVIDED BY THE OWNER.SPECIFICATIONSSTANDARDESTIMATED DAYSSCHEDULEPRECONSTRUCTIONMEETING---FINALIZE ALLNATIONALACCOUNTQUOTESOR RECEIVESNOTICE TOPROCEED1ORDER NATIONALACCOUNTSBUYOUTS---------ROUGH GRADINGBUILDING LAYOUTFORMWORK4RECEIVEINSPECTIONAPPROVALS FORBACK FILLUNDERGROUNDUTILITIESCONSTRUCTIONIN-PROGRESSVISIT POPEYESCONSTRUCTIONMANAGERUNDERGROUNDSTORM SEWERUNDERGROUNDPLUMBINGROUGH-INSUNDERGROUNDELECTRICALROUGH-INS5---SITE WORKUTILITIESELECTRICALPLUMBING STORMSEWERLOT LIGHTANCHOR BOLTSINSTALL HOODSAND HVAC ROOFCURBS5BUILDINGINSPECTION WALLCOVER-UPFRAMINGELECTRICALPLUMBING--BUILDING HVACDUCTWORKBUILDINGPLUMBINGROUGH-INSBUILDINGELECTRICALROUGH-INS10---DRIVE THRU LOOPSITE WORKCURBSSTOREFRONTGLASS & DOORS4-----FRP FRONTCOUNTER10INSPECTIONCEILINGCOVER-UP HVACELECTRICALPLUMBING, GAS,FIRE MARSHALSITE WORKCONCRETEDRIVEWAYSDUMPSTERFLOOR TILEDRIVE THRUBALCONYINTERIORFINISHESCARPENTRY DROPCEILING GRIDELECTRICALBUILDING ANDSITE4---INTERIOR DOORS,MILLWORK, STAINAND PAINTSITE WORKPAVINGDUMPSTERENCLOSURE2-CONSTRUCTIONIN-PROGRESSVISIT POPEYESCONTRUCTIONMANAGERBALCONYRAILINGS, HANDRAILINGS,DUMPSTER GATESAWNINGS,SHUTTERSSIGNS, MENUBOARDS, DRIVETHRU SYSTEMESTABLISHCONSTRUCTIONSCHEDULEOR MOBILIZATIONSURVEYORBUILDINGCORNERS ANDTBMBUILDING SLABROUGN-INBUILDING SLABAND ROUGHFRAMINGROOFINGINSULATIONDUROCKPLYWOODDRYWALLEXTERIOR FINISHE.I.F.S.CEILING TILEINSTALL KITCHENEQUIPMENT4521165SUBTOTAL7SUBTOTAL72TOTAL--BUILDING FINALINSPECTIONSMECHANICALELECTRICALPLUMBING-BUILDINGINSPECTIONS FIREHEALTH-CERTIFICATE OFOCCUPANCY---OPENINGSUPPORT-OPEN-INSTALL UTILITYMETERS,TELEPHONE------CLEANINGSUPPLIES, MATS------HOOD ANSULSYSTEMINTERIORSIGNAGE, PLANTS,ARTWORK,WINDOW SHADES--PROJECT COSTSSUMMARIZED---SEATING, DECORCOUNTERSLANDSCAPINGIRRIGATION--FACILITIESIDENTIFICATION---EQUIPMENTPLUMBINGELECTRICALCONNECTIONSCONSTRUCTIONEQUIPMENTPUNCH LIST--FINAL PUNCH ANDTURN OVER-TRAININGPROCESSRESTAURANTOPEN7CONSTRUCTIONTRAININGOPENINCLUDE ALL WORK SHOWN AND SPECIFIED HEREIN ANDEXCLUDE MODIFICATIONS OF THE WORK STATED FORALTERNATE BIDS.THE EXPLANATION IN THIS SECTION TOGETHER WITH THEINFORMATION LISTED IN OTHER SECTIONS OF THESPECIFICATIONS SHOWN ON THE DRAWINGS AND/OR DESCRIBEDIN THE INSTRUCTIONS TO BIDDERS IDENTIFY AREAS REQUIREDTO ACCOMPLISH THE BID REQUIREMENTS FOR ALTERNATE BIDS.BASE BIDGENERALIF THERE IS A CONFLICT BETWEEN THE PLANS ANDSPECIFICATIONS, THE SPECIFICATIONS SHALL TAKEPRECEDENCE UNLESS SPECIFICALLY INDICATED OTHERWISE BYTHE OWNER OR OWNER'S REPRESENTATIVE. IT SHALL BE THEOR'S RESPONSIBILITY TO NOTIFY THE OWNER OR THE OWNER'SAGENT OF ANY CONFLICTS, OMISSIONS, DELETIONS, OR ERRORSIN THE PLANS OR SPECIFICATIONS ENCOUNTERED DURING THEBIDDING PERIOD AND THE COURSE OF CONSTRUCTION BEFORECONTINUING THE WORK AFFECTED.FINAL ELECTRICAL CONNECTIONS TO FOOD SERVICEEQUIPMENT AND FINAL WATER DRAIN, GAS, AND VENTILATIONCONNECTIONS TO FOOD SERVICE EQUIPMENT SHALL BE ASINDICATED IN THE EQUIPMENT SCHEDULE.THE DOCUMENTS CALL FOR CERTAIN ITEMS TO BE SUPPLIED BYTHE OWNER OR OTHERS AND INSTALLED BY THE GENERALCONTRACTOR. OTHER ITEMS ARE TO BE FURNISHED ANDINSTALLED BY THE OWNER OR OTHERS. THE GENERALCONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADESAND COOPERATE IN THE PREPARATION OF SURFACES,DIMENSIONS, AND UTILITIES FOR WORK TO BE PERFORMED BYTHE OWNER OR BY OTHERS. SUBCONTRACTORS INSTALLINGMECHANICAL, ELECTRICAL, AND PLUMBING SERVICES FOR FOODSERVICE EQUIPMENT TO BE INSTALLED BY THE OWNER OR BYOTHERS ARE CAUTIONED THAT THE ROUGH-IN DIMENSIONSSHOWN ON THE PLANS ARE EXTREMELY CRITICAL. ERROR INLOCATING SERVICES SHALL BE CORRECTED BY THESUBCONTRACTOR PERFORMING THE ROUGH-IN WORK AT NOADDITIONAL COST TO THE OWNER.THE GENERAL OR SHALL ERECT AND MAINTAIN IN A SAFE ANDSANITARY CONDITION, A TOILET FACILITY FOR ALL WORKMEN ONTHE JOB. THE TYPE OF FACILITY SHALL BE IN COMPLIANCE WITHTHE REQUIREMENTS OF THE LOCAL HEALTH DEPARTMENT.THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARYWATER AND MINIMUM OF 120/240 SINGLE PHASE ELECTRICALSERVICE FOR THE JOB SITE AND PAY FOR SAME. THESUBCONTRACTORS ON THE JOB SHALL ARRANGE WITH THEGENERAL CONTRACTOR FOR THE USE OF THESE FACILITIES.THE GENERAL CONTRACTOR SHALL PROVIDE ANY HEAT ORTEMPORARY CLOSING-IN OF THE BUILDING WHICH MAY BEREQUIRED.NO SIGNS OR ADVERTISEMENTS WILL BE ALLOWED TO BEDISPLAYED WITHOUT THE APPROVAL OF THE OWNER.ALL MANUFACTURED ARTICLES, MATERIALS, AND EQUIPMENTSHALL BE APPLIED, INSTALLED, CONNECTED, ERECTED, USED,CLEANED, AND CONDITIONED AS DIRECTED BY THEMANUFACTURERS UNLESS HEREIN SPECIFIED TO THECONTRARY.ANY MATERIAL SPECIFIED BY REFERENCE TO THE NUMBER,SYMBOL, OR TITLE OF A SPECIFIED STANDARD SUCH AS ACOMMERCIAL STANDARD, A FEDERAL SPECIFICATION, A TRADEASSOCIATION STANDARD, OR OTHER SIMILAR STANDARD, SHALLCOMPLY WITH THE REQUIREMENTS IN THE LATEST REVISIONTHEREOF AND ANY AMENDMENTS THERETO.AS THE WORK PROGRESSES, THE GENERAL CONTRACTORSHALL COOPERATE WITH ALL SUBCONTRACTORS IN CHECKINGTHE LOCATION OF ALL PARTITIONS, SO THAT ABSOLUTEASSURANCE WILL BE OBTAINED THAT ALL ROUGHING IN OFCONCEALED WORK WILL BE CONFINED WITHIN PARTITIONS, ORSPACES AS INDICATED.THE PRIME CONTRACTOR AND ALL SUBCONTRACTORS SHALLCOORDINATE ALL WORK, ONE WITH THE OTHER, SO AS TOFACILITATE THE GENERAL PROGRESS OF THE WORK. EACHTRADE SHALL AFFORD ALL OTHER TRADES EVERY REASONABLEOPPORTUNITY FOR THE INSTALLATION OF THEIR WORK.WORK SHALL BE STARTED UPON WRITTEN ORDER OF THEOWNER, AND THE ENTIRE PROJECT SHALL BE COMPLETED ASSTIPULATED IN ACCORDANCE WITH THE TERMS AND PROVISIONSOF THE DOCUMENTS.SECTION 1B: BASE AND ALTERNATE BIDSB.RESTORATION OF SHOP-PRIMING IF DAMAGE OCCURSBEFORE, DURING, OR AFTER ERECTION SHALL BEINCLUDED IN THE DIVISION UNDER WHICH THE ITEM IS TOBE FURNISHED AND INSTALLED.A.FOREIGN MATTER ON ANY EXPOSED SURFACE, WHICHWOULD AFFECT QUALITY OF FINISH PAINTING, SHALL BEREMOVED BY THE CRAFT RESPONSIBLE FOR ITSPRESENCE.CONTRACTOR'S PARTIAL WAIVER OF LIENS FORALL WORK AND MATERIALS COMPLETED THROUGHTHE BILLING DATE FOR THE OR AND FOR EACHSUBOR AND MATERIAL SUPPLIER REFLECTED ONTHE APPLICATION WILL BE EXECUTED BY THEJOINT PAYEE CHECK ENDORSEMENT AS FOLLOWS:EXCEPT FOR ANNOTATING THE ADDRESS OF THECONSTRUCTION SITE, THE ENDORSEMENT MUST NOT BEALTERED OR QUALIFIED IN ANY WAY.SUPPLEMENTARY CONDITIONS1.MONTHLY PAYMENT: MONTHLY PROGRESS PAYMENTSSHALL BE PAID BY THE OWNER FOR 90% OF THE WORKCOMPLETED AND MATERIALS STORED AS OF THE LAST DAYOF EACH MONTH. PAYMENTS MAY BE MADE BY THEOWNER ON THE JOINT PAYEE BASIS, REIMBURSEMENTBASIS, OR CASH ADVANCE BASIS AT THE ELECTION OF THEOWNER. CONTRACTOR IS TO FORWARD AUTHORIZEDCHANGE ORDER DIRECTIVES, AIA DOCUMENT G701, WHICHHAVE BEEN INCURRED TO THAT POINT, WITH APPLICATIONFOR PAYMENT. CONTRACTOR IS TO ADVISE OWNER OR ITSAGENT OF ANY ITEM HE OR SUBCONTRACTOR BELIEVES ISAN ADDITIONAL COST OVER AMOUNT PRIOR TO DOINGWORK.1.1.JOINT PAYEE BASIS:CONTRACTORS WILL MAKE APPLICATION TO POPEYESLOUISIANA KITCHEN ON OR BEFORE THE TENTH OFEACH MONTH FOR A CHECK PAYABLE JOINTLY TO THESUBCONTRACTORS AND/OR MATERIAL SUPPLIERS ANDTHE CONTRACTOR. THE REQUEST WILL BESUPPORTED BY THE ORIGINALS OF THE FOLLOWINGDOCUMENTATION (EXPLANATION OF THESE FORMSARE GIVEN UNDER STANDARD FORMS)1.1.1.AIA DOCUMENT G702 - APPLICATION ANDCERTIFICATE OF PAYMENT.1.1.2.AIA DOCUMENT G703 - CONTINUATION SHEET.1.1.3.CONTRACTOR'S AFFIDAVIT OF DISCLOSURE OFDEBTS AND CLAIMS. THIS FORM WILL BEPROVIDED BY POPEYES LOUISIANA KITCHEN , INC.1.1.4.INVOICES AND/OR TIME SHEETS WILL ACCOMPANYTHE CERTIFICATE OF PAYMENT IN SUPPORT OFWORK AND MATERIALS PROVIDED DURING THEPERIOD OF THE APPLICATION FOR THECONTRACTOR AND FOR EACH SUBCONTRACTORAND MATERIAL SUPPLIER REFLECTED ON THEAPPLICATION.5.WITH EACH PROPOSAL FOR A CHANGE INVOLVING INCREASEOR DECREASE IN THE AMOUNT OF THE CONTRACT, THECONTRACTOR SHALL SUBMIT SEPARATELY AN ITEMIZEDBREAKDOWN THAT WILL INCLUDE BUT NOT BE LIMITED TOTHE FOLLOWING:5.1.MATERIAL QUANTITIES AND UNIT PRICES (SEPARATEDINTO TRADES). PROVIDE BONA FIDE MANUFACTURER'SOR SUPPLIERS' PROPOSALS FOR MANUFACTURED ORPRE ASSEMBLED ITEMS.5.2.LABOR COST5.3.CONSTRUCTION EQUIPMENT5.4.WORKMEN'S COMPENSATION AND PUBLIC LIABILITY5.5.OVERHEAD5.6.PROFIT5.7.SOCIAL SECURITY TAX4.IN CONSIDERING PROPOSALS FOR CHANGES INVOLVINGADDED WORK, OMITTED WORK, OR ANY COMBINATION OFTHE TWO, CHECKING OF ESTIMATES WILL BE MADE BY THEOWNER, UTILIZING UNIT PRICES WHERE SPECIFIED ORAGREED UPON, WITH THE VIEW OF ARRIVING AT EQUITABLEADJUSTMENTS".A.ARTICLE 7.2 CHANGE ORDERS OF SAID "GENERALCONDITIONS" SUBPARAGRAPH 7.2.1 IS HEREBY EXTENDED ASFOLLOWS:ARTICLE 7 - CHANGES IN THE WORK:C.THE GENERAL CONDITION SUPPLEMENTARY CONDITIONS ANDAPPLICABLE PORTIONS OF DIVISION I OF THE SPECIFICATIONSAPPLY TO ANY AND ALL SUBSEQUENT SECTIONS OF THESESPECIFICATIONS.B.WHERE ANY ARTICLE OF THE AIA "GENERAL CONDITIONS" ISSUPPLEMENTED HEREBY THE AIA PROVISION OF SUCH ARTICLESHALL REMAIN IN EFFECT. ALL THE SUPPLEMENTARYCONDITIONS SHALL BE CONSIDERED AS IF ADDED THERETO.WHERE ANY PORTION OF SUCH ARTICLE IS AMENDED, VOIDEDOR SUPERSEDED THEREBY, THE PROVISIONS OF SUCH ARTICLENOT SO SPECIFICALLY AMENDED, VOIDED, OR SUPERSEDEDSHALL REMAIN IN EFFECT.CLAIMS FOR DAMAGES MUST BE REPORTED TO POPEYESLOUISIANA KITCHEN'S INSURANCE DEPARTMENT. IMMEDIATELY BYTELEPHONE (404) 391-9500. TELEPHONE REPORTS MUST BEFOLLOWED UP WITHIN TWENTY FOUR (24) HOURS BY A WRITTENREPORT. SEND THE FIRST COPY TO POPEYES LOUISIANAKITCHEN'S INSURANCE DEPARTMENT, 400 PERIMETER CENTERTERRACE, SUITE 1000, ATLANTA, GA 30346, AND SEND THE COPYTO POPEYES LOUISIANA KITCHEN'S DESIGN & CONSTRUCTIONDEPARTMENT (SAME ADDRESS). THE CONTRACTOR SHALL RETAINTHE THIRD COPY FOR HIS FILES. BLANK FORMS ARE AVAILABLEFROM POPEYES LOUISIANA KITCHEN'S INSURANCE DEPT.CONTRACTORS WILL PAY ALL SUBCONTRACTORS ANDMATERIAL SUPPLIERS AND MAKE PRESENTATION TOPOPEYES LOUISIANA KITCHEN ON OR BEFORE THE TENTHOF EACH MONTH FOR REIMBURSEMENT. THEIR REQUESTWILL BE SUPPORTED BY THE ORIGINALS OF THEFOLLOWING DOCUMENTS (EXPLANATIONS OF THESEFORMS ARE GIVEN UNDER STANDARD FORMS):1.AIA DOCUMENT G702 - APPLICATION AND CERTIFICATEFOR PAYMENT2.AIA DOCUMENT G703 - CONTINUATION SHEET.3.AIA DOCUMENT G706 - OR'S AFFIDAVIT OF PAYMENT OFDEBTS AND CLAIMS.4.AIA DOCUMENTS G706A - CONTRACTOR'S AFFIDAVIT OFRELEASE OF LEINS.5.PARTIAL WAIVER OR LEIN FORM.B. FINAL PAYMENTCONTRACTORS WILL MAKE APPLICATION TO POPEYES LOUISIANAKITCHEN , INC. OR OWNER/FRANCHISEE FOR THE FINAL PAYMENT.THE REQUEST WILL BE SUPPORTED BY THE ORIGINALS OF THEFOLLOWING DOCUMENTATION (EXPLANATIONS OF THESE FORMSARE GIVEN UNDER STANDARD FORMS):SUBMITTALSLITERATURETRUSS DRAWINGSE.I.F.S. SYSTEMHVAC UNITS, DIFFUSERS, GRILLS & THERMOSTATSELECTRICAL POWER DISTRIBUTIONBUILDING AND SITE LIGHTINGPLUMBING FIXTURESRESTROOM ACCESSORIESROOF LADDERGROUT COLORSE.I.F.S. COLORS OR EXTERIOR PAINTSFLOOR AND GROUT COLOR (KITCHEN & DINING)CHAIR RAIL AND STAINWAINSCOT LAMINATECEILING TILE AND GRID (KITCHEN & DINING)FRPMETAL MANSARDSOLID SURFACE COUNTERTOPSAMPLESINSTALL DRINKSYSTEM, CO2INSTALLSECURITY, MUSIC---SUBMITTALS BY SEATING COMPANYAWNING DRAWINGSINTERIOR ROOF LADDERDRIVE THRU BALCONYDUMPSTER GATESREAR ENCLOSURE GATERAILINGSSOLID SURFACE COUNTERTOP1.AIA DOCUMENT A305 - CONTRACTORS QUALIFICATIONSSTATEMENT.2.AIA DOCUMENT G701 - CHANGE ORDER.PAYMENT TO CONTRACTOR:A.MONTHLY PAYMENTALL PAYEES MUST SIGN THIS DISCHARGE:"ALL CLAIMS, INTEREST, AND DEMANDS OF THEUNDERSIGNED FOR LABOR DONE OR MATERIALFURNISHED, AND FOR LIENS, JUDGMENTS, MORTGAGES,OR ANY ACCOUNT WHATSOEVER AGAINST THE PROPERTY(TO BE) OCCUPIED AS A POPEYE'S RESTAURANT AT:(ADDRESS HERE)OR"THE OWNER THEREOF, ARE PAID AND SATISFIED,RELEASED, AND DISCHARGED TO THE EXTENT OF THEAMOUNT OF THIS CHECK. THE ENDORSEMENT OF THISCHECK IS FULL EXECUTION OF THE FOREGOING RELEASEAND SHALL BEAR MY SIGNATURE THEREON."2.REIMBURSEMENT BASIS:1.AIA DOCUMENT G702 - APPLICATION AND CERTIFICATEFOR PAYMENT2.AIA DOCUMENT G703 - CONTINUATION SHEET.3.AIA DOCUMENT G706 - OR'S AFFIDAVIT OF PAYMENT OFDEBTS AND CLAIMS.4.AIA DOCUMENTS G706A - CONTRACTOR'S AFFIDAVIT OFRELEASE OF LEINS.5.AIA DOCUMENT G805 - LIST OF SUBCONTRACTORSWITHIN THIRTY (30) DAYS AFTER RECEIPT OF THE FILINGFOR FINAL PAYMENT, THE OWNER SHALL PAY TO THEOR THE AMOUNT THEREIN STATED, LESS ALLDEDUCTIONS AUTHORIZED BY THE TERMS OF THIS ANDPRIOR PAYMENTS AND ADVANCES WHATSOEVER TOCONTRACTOR FOR THE ACCOUNT OF THECONTRACTOR.4.MANUFACTURED ITEMS IN THE SPECIFICATIONS:5.SALES TAX:5.1.THIS PROJECT IS SUBJECT TO STATE AND LOCAL SALESTAX. INCLUDE SALES TAX ON ALL MATERIALS USED INTHE PROJECT.5.2.WITH EACH REQUEST FOR PAYMENT, PROVIDE ACERTIFIED STATEMENT OF THE AMOUNT PAID FOR SALESTAX IN THE REQUESTED SUM.6.NONDISCRIMINATION CLAUSE:2.PROTOTYPE PLANS:3.DEFINITIONS:"THE OWNER" AS USED HEREIN SHALL BE TAKEN TO MEANPOPEYES LOUISIANA KITCHEN, 400 PERIMETER CENTERTERRACE, SUITE 1000, ATLANTA, GA 30346, IN CASE OF COMPANYOWNED CONSTRUCTION. IN THE CASE OF CONSTRUCTION BY ALICENSEE OF POPEYES, "THE OWNER" SHALL BE TAKEN TO MEANTHE INDIVIDUAL LICENSEE HAVING CONTRACTED FOR THECONSTRUCTION PROJECT. IN THE CASE OF A "BUILD-TO-SUIT"LEASE, "THE OWNER" SHALL BE TAKEN TO MEAN THE ACTUALPROPERTY OWNER OR LANDLORD.4.STATE OF WORK:5.COOPERATION:6.ENGINEERING AND LAYOUT:7.STANDARDS:8.MANUFACTURER'S DIRECTIONS:9.CLEANING AND TOUCH-UP:10.SIGNS:11.TEMPORARY UTILITIES:12.TEMPORARY TOILET FACILITIES:13.WORK BY OTHERS:14.CONFLICTS AND ERRORS:TYP. CONSTRUCTION SCHEDULEAWARD OF THE CONTRACT:ARTICLE 3 - CONTRACTOR:ARTICLE 11 - INSURANCE:GENERAL CONDITIONSFORMS:GENERAL:BIDDING REQUIREMENTSCHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597 12/04/2020BR
URBAN GROWTH AREA MORRIS RD SE YELM AVE E (SR 507)NO PARKINGBALD HILLS RD SESITECHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 985973/15/2021SD1ARCHITECTURALSITE PLAN
90°CLCANOPY POST5'-7"5'-4"7"PRIMARY CARUNOBSTRUCTEDVIEW OF MENUEDGE OF CURBCLCLCLSECOND CARUNOBSTRUCTED VIEW1'-7"23'-0"4'-10"PREVIEW BOARD30°1" CONDUIT(DATA / AUDIO)CONDUIT "B" STUBBED UP6" AT REAR WALL(SUITABLE LOCATION)PRIMARYDETECTOR LOOPCANOPY WITH LIGHTORDER CONFIRMATIONBOARD WITH SPEAKERS114" CONDUIT(POWER)1" CONDUIT(POWER)12234" CONDUIT(LOOP ONLY)5ORDER CONFIRMATIONBOARD1'-0"1'-10"2'-2"5'-4"CLEARANCESIGNDRIVE-THRU TIMERAND HEADSETCONTROLSEXTERIOR TIMERCONFIRMATION(OPTIONAL)1" CONDUIT(DATA / AUDIO)4534" CONDUIT(LOOP ONLY)6CONNECTIONPOINTS ABOVECEILINGAT OFFICESECONDARYDETECTOR LOOPDEDICATED 120V SINGLE PHASE CONSTANT POWER TO OCB120V SINGLE PHASE POWER FOR CANOPY LIGHTS, MENUBOARD AND PREVIEW BOARDOCB DATA AND SPEAKER CABLES CONNECT TO POS RACK IN OFFICE (PULL WITHOUT CONNECTORS)AUDIO CABLES FOR SPEAKERS CONNECT TO MAIN UNIT AT THE DRIVE-THRU WINDOWPRIMARY DETECTOR LOOP WIRE CONNECTSSECONDARY DETECTOR LOOP CONNECTS TO POS THROUGH TIMING SYSTEMCONNECTION6542133CLEARANCESIGNNOTE: DRIVE-THRU LAYOUT FORSCHEMATIC PURPOSES. SEE SITEPLAN DWGS FOR ACTUAL LAYOUTNOTE: DRIVE-THRU LAYOUT FORSCHEMATIC PURPOSES. SEE SITEPLAN DWGS FOR ACTUAL LAYOUTGENERAL UTILITY NOTES1.ALL UTILITY CONSTRUCTION SHALL CONFORM TO THE LOCAL UTILITIESDEPARTMENT STANDARDS AND SPECIFICATIONS, AND WILL BE SUBJECTTO THEIR INSPECTION AND ACCEPTANCE.2.THE LOCATION OF EXISTING UTILITIES SUCH AS WATER MAINS, SEWERS,GAS LINES, ETC., AS SHOWN ON THE PLANS HAVE BEEN DETERMINEDFROM THE BEST AVAILABLE INFORMATION AND IS GIVEN FOR THECONVENIENCE OF THE CONTRACTOR. CONTRACTOR SHALL ASSUMERESPONSIBILITY FOR THE ACCURACY OF THE LOCATED IN THE FIELDPRIOR TO START OF CONSTRUCTION.3.THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OFRECORD OF ANY DISCREPANCIES FOUND BETWEEN THE PLANS ANDFIELD CONDITIONS PRIOR TO START OF CONSTRUCTION.4.THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE EXISTINGUTILITY EASEMENT.5.CONTRACTOR SHALL INSPECT PIPING AND MATERIALS BEFOREINSTALLATION TO DETECT APPARENT DEFECTS.6.CLEAR INTERIOR OF PIPE OF DIRT AND OTHER SUPERFLUOUS MATERIALAS WORK PROGRESSES. MAINTAIN SWAB OR DRAG IN LINE AND PULLPAST EACH JOINT AS IT IS COMPLETED. PLACE PLUGS IN ENDS OFUNCOMPLETED CONDUIT WHENEVER WORK STOPS.7.MAINTAIN MINIMUM COVER AND SPACING PER LOCAL CODES.8.WHERE APPLICABLE, UTILITY TRENCHES CROSSING PAVEMENT AREASSHALL BE BACK FILLED WITH COMPACTED GRANULAR MATERIAL INACCORDANCE WITH A.A.S.H.T.O.-T-999.CONTRACTOR SHALL VERIFY THAT EXTERIOR SIGNS , OCB ANDCANOPIES COME COMPLETE WITH ALL ELECTRICAL INSTALLED FORCOMPLETE INSTALLATION.10.CONTRACTOR SHALL VERIFY THE VENDOR'S INSTALLATIONREQUIREMENT FOR THE MENU BOARD AND PREVIEW BOARD.ORDER CONFIRMATION BOARD INSTALLATION1.PRIOR TO INSTALLATION CONFIRM ALL INSTALLATION REQUIREMENTSWITH THE SIGN AND MENU BOARD VENDORS.2.BEFORE THE OCB CAN BE INSTALLED THERE ARE CERTAINREQUIREMENTS, WHICH ARE DETAILED BELOW:a.CONCRETE BASE HAS TO BE POURED, CURED AND PROPERLY SET INPLACEb.THE DIMENSIONS OF THE BASE NEED TO BE A MINIMUM OF:·24 INCHES DEEP·24 INCHED LONG·32 INCHED WIDE3.THE FOUR ANCHOR BOLTS (INCLUDED WITH THE OCB) NEED TO BEINSERTED TO FORM A RECTANGLE 13.6 INCHES BY 6.7 INCHES THELONG SIDE OF WHICH IS PARALLEL TO THE LONGEST SIDE OF THECONCRETE BASE . THE FRONT TWO BOLTS NEED TO BE DRILLED 9.4INCHES FROM THE CURB EDGE TO COMPLY WITH THE REQUIREMENTSTHAT THE OCB SCREEN BE 11.8 INCHES FROM THE CURB EDGE.4.THERE ARE FOUR HOLES SET OUT FOR YOU. ENSURE EACH HOLE IS 7.9INCHES DEEP AND 0.6 INCHES IN DIAMETER. DRILL OUT IF THECONCRETE HAS FILLED IN.5.WITHIN THESE HOLES 4 ANCHOR BOLTS (INCLUDED WITH THE OCB)NEED TO BE SECURED WITH 2-PACK RESIN/ADHESIVE (INCLUDED WITHTHE OCB) WHICH SHOULD COMPLETELY FILL EACH HOLE.6.THE ANCHOR BOLTS ARE 11.8 INCHES IN LENGTH AND 0.5 INCHES INDIAMETER.7.THE ANCHOR BOLTS SHOULD PROTRUDE 3.9 INCHES FROM GROUNDLEVEL IN ORDER TO MOUNT THE OCB PROPERLY.8.THE ADHESIVE SHOULD BE ALLOWED TO SET FOR 30 MINUTES BEFOREMOUNTING THE OCB.9.TWO (2) 1 INCH DIAMETER CONDUITS NEED TO OPEN IN THE CENTER OFTHE RECTANGLE FORMED BY THE ANCHOR BOLTS TO CARRY:·MAIN POWER·WIRE PLENUM VGA; AUDIO CABLE; RG59 CABLE FOR CAMERA10.THE CONDUITS NEED TO BE A MINIMUM OF 1 INCH IN DIAMETER INORDER TO HOLD ALL THE REQUIRED CABLING. THERE CAN BE NOBREAKS IN THE CONDUIT AND A FLEXIBLE CONDUIT MUST BE USED,THIS MUST RUN FROM THE OCB BOX TO THE STORE - COMPLETE. DRAWWIRES ARE TO BE LEFT IN EACH CONDUIT. ONCE THE CONDUITS HAVEBEEN LAID, AND THE BASE IS FORMED AND SET IN PLACE AS SHOWN.PLEASE ENSURE YOU BAG THE ENDS OF THE CONDUIT TO ENSURE NOMOISTURE OR CONCRETE RUNS DOWN THE CONDUIT.11.THE MAIN POWER IS TO BE TRENCHED BACK AND RUN THROUGHCONDUIT TO THE RESTAURANT AND THEN TO THE MAIN POWERDISTRIBUTION BOARD. THE POWER CABLE SHOULD BE RUN IN ITS OWNCONDUIT SEPARATE FROM ALL OTHER COMMUNICATIONS CABLES. IFTHE CABLES ARE TO BE RUN UP THE WALL THEN 1 INCH X 1 INCHGALVANIZED TRUNKING SHOULD BE USED. ENTRY TO THE BUILDING ISBEST TO BE MADE AT CEILING LEVEL.12.THE VGA AND AUDIO CABLES SHOULD BE RUN IN THE SECONDONE-INCH DIAMETER CONDUIT. THEY SHOULD BE TRENCHED AND RUNINTO THE RESTAURANT AS DOCUMENTED. DO NOT RUN POWER ANDCOMMUNICATION CABLES IN THE SAME CONDUIT!13.THE ROAD INDUCTION LOOP (ONE 1 INCH DIAMETER FLEXI-TUBING) ISTO BE SET INTO THE D/T LANE, WITH THE RETURN CABLE ALSO COMINGOUT IN THE CENTER OF THE OCB BASE WITH THE 2 OTHER CONDUITS.EXTENDERGRIDGRIDGRIDMOUNTING PLATENOTE: REFERENCE ONLY. MENU BOARDS,STEEL PLATES AND FOUNDATIONS BYMENU BOARD MANUFACTURER5'-4"3'-11"STEEL TUBE1'-4"GRIDGRIDGRID6'-2"1'-5"MOUNTING PLATEMOUNTING PLATE(NON-SHRINK GROUT UNDERLEVELING PLATE BY GC)STEEL TUBE3'-11"1'-4"1'-1"MOUNTING PLATE(NON-SHRINK GROUT UNDERLEVELING PLATE BY GC)7'-9"10'-0"6'-0"CONCRETE FOOTINGBY OTHERSSTEEL BASE PLATECURBSTEEL PIPE9'-0"ASPHALTNOTE: REFERENCE ONLY. REFERTO SIGN MFR. DRAWINGSHSS PER SIGN MFRFRONT VIEWSIDE VIEW10'-0"4"3'-9"6'-0"4'-11"LIGHT FIXTURECANOPY ROOF9'-0"HSS PER SIGN MFRLIGHT FIXTURESPEAKER POSTDECORATIVESTEELCHICKENCONCRETE FOOTINGBY OTHERSDECORATIVE STEELCHICKEN10'-0"4"3'-9"7'-0"1'-3"CONCRETE FOOTINGBY OTHERSCURBNOTE: REFERENCE ONLY. REFERTO SIGN MFR. DRAWINGSPOWER CONDUITPOWER CONDUITDATA / AUDIOCONDUITCURBBASE PLATEOCBCANOPY POSTVERIFY TEMPLATE WITH MENU BOARDMANUFACTURER1"10"2'-1"1'-6"DIRECTIONAL FACE LAYOUTSFRONT VIEWSIDE VIEWSIDE ASIDE BSIDE ASIDE BNOTE: REFERENCE ONLY. DIRECTION SIGNSPER AHJ AND APPROVED SIGN MFR. DRAWINGS.3/12/2021SD2SD21DRIVE-THRU CONNECTIONS1/8"=1'-0"SD22BOARD INSTALLATIONS1/8"=1'-0"SD23CLEARANCE POLE3/8"=1'-0"SD24MENUBOARD CANOPY3/8"=1'-0"SD27LOOP & POST CONDUITS3/8"=1'-0"SD28OCB BASE DETAIL1"=1'-0"SD25PREVIEW BOARD3/8"=1'-0"SD26MENUBOARD W/ TOPPER3/8"=1'-0"SD29DIRECTIONAL SIGNS1/2"=1'-0"CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
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POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597SITE ACCESSORIESAND DETAILSLSICONTACT:DEBBIE BRUEGGEN; PHONE: 859-962-5605DEBBIE.BRUEGGEN@LSI-INDUSTRIES.COMMENU/PREVIEW BOARD MANUFACTURERDELPHICONTACT:RAFAEL KLATIL; PHONE: 714-825-3484RKLATIL@DELPHIDISPLAY.COMDRIVE THRU ORDER CONFIRMATION
6"2"CONC. FOOTING6"Ø STD. STL. PIPE FIN. GRADE OR TOP OFPAINT PER EXTERIOR FILL W/CONC. PAVEMENTELEVATIONS1/2"(2) #4RODS,CONT.BLDG.FIN.FLOOREXTERIOR BUILDINGWALL AT DRIVE-THRULANENON-EXTRUDINGEXPANSION JOINT6" THICK CONC. D/TSURFACE PER CIVILDWGS (COLOREDBLACK)4'-0"4'-6"10'-8"5'-4"5'-4"17'-4"
4'-0"13'-4"1'-6"4'-0 1/2"3'-7 3/4"1'-4"1'-6"4'-0"4'-6"8"3'-0"6'-0"3SD3PLASTICCOMPOSITE GATESEE DETAIL J/SD11/4"SLOPEPER FTC.J. @ 10'-0"O.C.6" THICK P.C.C.SLAB W/ 6" X 6" -10/10 W.W.M. ON6" GRAVEL BASEPROVIDE BLACKPAINTED CONCRETEAT THIS AREA45° @CONCRETEEDGES12" X 18"FOOTING6" DIA. PIPE, 8' LONGFILLED W/ CONCRETE. TOPOF PIPE; 4' ABOVE SLAB,REQ'D FOOTING: 2'-0" DIA.X 4'-0" DEEP. (TYP.)13'-4"6" DIA. PAINTED STEEL PIPEPOST ; TYP. FOR 3CANE BOLT INSERT,VERIFY W/DOORWIDTH FOR INSERTLOCATIONCANE BOLT INSERT(OPEN POSITION)PROVIDE 1" DIA. - 6" LONGGALV. PIPE EMBEDDED INCONC. FOR CANEBOLT (TYP.OF 4)16" O.C.8" THICK POUR-INPLACE SLAB W/ 6"x6" -10/10 W.W.M. ON 6"AGG. BASESLOPE 1/4"PER FTGROUT SOLID 8" CMUW/ #5 VERTICAL REBAR@ 32" O.C.HORIZ. REINF.BOND BEAM COURSEW/ (1) #5 CONT.#5 BARSCONT. TOP &BOTTOMROUNDED CONC.CAP8" SPLIT FACE CMU.PAINT PER FINISHSCHEDULEPAINTED STEEL POSTCAPS (TYP) - PAINTCOLOR EP-4LOCKING SUPPORT COLLARFOR HINGE - PAINT COLOR EP-46" DIA. PAINTED STEEL PIPEPOST EACH SIDE - PAINT EP-4212"X 212" PAINTED STEEL TUBEGATE FRAME - PAINT COLOREP-46"1"COLLAR HINGES WELDED TOGATE FRAME (TAP & ADDGREASE FITTINGS AT EA.HINGE-GREASE HINGESAFTER PAINTING)3'-6"
8'-6"1"1"6'-0"6"6'-0"NOTE:1)PAINT GATE FRAMES, HARDWARE & PIPES W/ PAINTEP-42)ALL BRACES ARE ON THE INSIDE OF THE GATES1'-6"2x6 PREFINISHED PLASTICLUMBER (TYPICAL)ATTACHED TO STEELFRAME112"x 112" PAINTED STEELBRACE - PAINT COLOR EP-41" DIA. STEELDROP ROD PAINTEP-4GATE PULLS6"6" LONG DROPROD GUIDEPAINT EP-41-1/4" DIA.DRILLED HOLEIN CONC.2'-0"REVERSE ARROWS FOR OPPOSITE DIRECTION OF FLOWALL FLOW ARROWS TO BE PAINTED SOLID WHITE REFLECTIVETRAFFIC PAINT AS PER DIMENSIONS ABOVE2'-0"1'-9"
6'-0"1'-0"3'-9"4'-9"6" WIDE LETTERS4'-0"6"6"10'-0"3'-0"CROWN CONC.9"6"3" CLR.(2) #4 TIES @ 3" O.C. ATTOP AND #4 @ 12" O.C.BELOWSECTION3" CLR(12) #6 16" O.C.GROUT SOLID 8" CMUW/ #5 VERTICAL REBAR@ 32" O.C.HORIZ. REINF.BOND BEAM COURSEW/ (1) #5 CONT.2 - #5 BARSCONT., TYP.4" MASONRYSLOPED CAP8" SMOOTH FACECMU. W/ THIN BRICKVENEER TO MATCHBLDG. ELEV., EA.SIDEGRADE2'-6"5'-6" MIN.21" DIA.NOTES:1'-0"3/4" STL. SLOTTEDBASE PLATE1/4 " STL. LEVELING PLATE3/4 " GROUT3000 PSI MIN.11" CIR.4 - 1" 1/4 " X 11"3/4 " SLOTTEDHOLES1" ON 1/4 "STL.LEVELINGPLATE3" X 3" HOLE IN BASEAND LEVELING PLATEFOR CONDUIT ACCESS5" POLE#101-5007-254 - 1" X 36" X 4" ANCHORBOLTS W/ 3 1/2 " MIN.BOLT PROJECTION(2) #4 TIES @ 3" O.C.AT TOP AND #4 @ 10"O.C. BELOW1. FOUNDATION SHOWN IS A TYPICAL DESIGN.WIND LOADS OF MORE THAN 100 MPH ANDUNSTABLE SOIL CONDITIONS MAY REQUIREAN ALTERNATE DESIGN. VERIFY CONDITIONOF SOILS WITH SOILS REPORT2. FOUNDATIONS SHALL EXTEND BELOWFROST DEPTH PER LOCAL CODES.GRADE2'-6" HIGH RIGID FIBERFORM (SONOTUBE)FORM FILLED WITHCONC. 3/4 " HEAVY WALL CONDUITEXTEND TO BLDG. ELEC.SERV.2" HAND HOLECONCRETE SEALERSECTION3" CLR(6) #5 SD31BOLLARD DETAIL3/8"=1'-0"SD326" BARRIER @ DRIVE-THRU WINDOW3/15/2021SD3CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597 SD35DUMPSTER ENCLOSURE3/8"=1'-0"SD37DUMPSTER WALL SECTION3/8"=1'-0"SD36DUMPSTER GATE/ENCLOSURE3/8"=1'-0"SD38SITE LIGHT POLE BASE3/4"=1'-0"PAINTED TRAFFIC ARROWS3/8"=1'-0"PAINTED STOP BAR3/8"=1'-0"DUMPSTER ANDSITE DETAILS3/8"=1'-0"SD39ENHANCEMENT3/8"=1'-0"WALL SECTION @ LOT CORNER
URBAN GROWTH AREA MORRIS RD SE YELM AVE E (SR 507)NO PARKINGBALD HILLS RD SECHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 985973/15/2021SD4LANDSCAPE PLAN
SPECIFICATIONS: DIVISION 2: SITE WORK SECTION 2A: CLEARING THE SITEGENERAL PROVISIONS1.SCOPE: FURNISH ALL MATERIALS, EQUIPMENT AND LABOR FOR, CLEARING,EXCAVATING, REMOVAL OF RUBBISH, TRASH AND OTHER NOTED ITEMS,FILLING, GRADING AND RELATED ITEMS NECESSARY TO COMPLETECLEARING OF SITE WHERE SHOWN AND SPECIFIED.PERFORMANCE1.REFER TO THE SITE PLAN AND GRADING PLAN TO DETERMINE EXTENT OFWORK NECESSARY UNDER THIS HEADING. WHERE DEMOLITION OFBUILDINGS AND REMOVAL OF TREES IS REQUIRED, A DEMOLITION PLANSHOWING THE LOCATION OF THE NEW BUILDING, FINISH FLOOR ELEVATION,AND ITEMS TO REMAIN WHERE APPLICABLE.2.FIRES, STORAGE OF MATERIALS, DEBRIS, OR PARKING OF EQUIPMENT SHALLNOT BE PERMITTED WITHIN THE SPREAD OF BRANCHES OF TREES TOREMAIN.SECTION 2B: SITE DRAINAGEGENERAL PROVISIONS1.SCOPE: FURNISH AND INSTALL STORM DRAIN PIPES, CATCH BASINS, CURBINLETS, GRATING FRAMES, MANHOLES, AND RELATED ITEMS.MATERIALS AND PERFORMANCE1.CONCRETE PIPE SHALL CONFORM TO ASTM SPECIFICATIONS C76 CLASS IIIEXCEPT PIPE OVER 18" IN DIAMETER SHALL BE CLASS III AND/OR CLASS IVWHERE SURCHARGES REQUIRE.2.CORRUGATED METAL PIPE SHALL CONFORM TO ASTM A-760, A761, OR A-762.FABRICATION AND INSTALLATION SHALL BE IN ACCORDANCE WITH AISISPECIFICATIONS.3.MANHOLES, YARD DRAINS, CURB INLETS, AND CATCH BASINS SHALL BECONSTRUCTED OF CAST-IN-PLACE AND/OR PRECAST REINFORCEDCONCRETE. GRATING AND FRAMES SHALL BE OF CAST IRON. PRECASTMANHOLES SHALL BE PER ASTM SPECIFICATION C-478.4.VITRIFIED CLAY PIPE SHALL CONFORM TO ASTM SPECIFICATION C-200 FOREXTRA STRENGTH PIPE.5.THE HEIGHTS OF STORM DRAINAGE STRUCTURES SHALL BE ADJUSTED SOTHAT THE SITE DRAINS PROPERLY AS INTENDED ON THE DRAWINGS WITHINTHE SLOPE LIMITS.SECTION 2C: EARTHWORKGENERAL PROVISIONS1.SCOPE: FURNISH AND INSTALL/PERFORM ALL GENERAL EXCAVATION,FOOTING EXCAVATION, FILLING, BACKFILLING, STRIPPING OF TOPSOIL, SITEGRADING, AND RELATED ITEMS NECESSARY TO BRING THE SUB-GRADE TOPROPER CONTOUR.2.QUALITY CONTROL: TO ASSURE COMPLIANCE WITH THE FILLING ANDBACKFILLING COMPACTION REQUIREMENTS, A SOIL TESTING LABORATORYSHALL BE NOTIFIED BY THE CONTRACTOR TO CHECK COMPACTION WHEN SOINSTRUCTED BY THE OWNER OR HIS AGENT. PROVIDE THE OWNER WITH ACOPY OF THE COMPACTION TEST RESULTS.3.A SOIL REPORT WILL BE CONDUCTED AND FURNISHED BY OWNER ANDSHALL BE REFERENCED FOR SPECIFIC SITE, SOIL, AND FOUNDATIONMODIFICATIONS.MATERIAL AND PERFORMANCE1.FOOTING EXCAVATION: ALL FOOTING EXCAVATION SHALL EXTEND INTOUNDISTURBED VIRGIN SOIL OF 2000 PSF MINIMUM BEARING CAPACITY, TOTHE DEPTH OF THE FOOTING SHOWN, OR TO A MINIMUM DEPTH REQUIREDBY LOCAL CODE TO MEET FROST LINE OR OTHER RESTRICTIONS,WHICHEVER IS GREATER.2.ALL EXCAVATION BELOW THE BOTTOM OF THE FOOTING SHALL BEBACKFILLED WITH 2000 PSI CONCRETE, BUT EXCAVATION SHALL NOTEXCEED 10' WITHOUT THE APPROVAL OF THE ENGINEER.3.ALL FOUNDATION EXCAVATIONS SHALL BE FREE OF MUD, WATER, AND ALLFOREIGN MATERIAL PRIOR TO POURING.4.PROVIDE ADEQUATE PROTECTION AGAINST CAVE-IN.5.EXCAVATION FOR PLUMBING, HEATING, AND ELECTRICAL WORK SHALL BEDONE BY THE TRADES INVOLVED.6.GRADING: THE ENTIRE SITE SHALL BE GRADED TO DRAIN PROPERLY.EXISTING AND FINISH GRADES ARE SHOWN ON THE GRADING PLAN. GRADEAND PROVIDE NECESSARY CUT OR FILL TO BRING THE SUB-GRADE TO THEREQUIRED LEVEL FOR THE BUILDING AND PARKING LOT. ALL FILL MATERIALAND COMPACTION SHALL BE AS RECOMMENDED IN SOIL ENGINEER'SREPORT. IN THE EVENT THAT NO SOIL ENGINEER'S REPORT IS PROVIDED,ALL FILL MATERIAL AND COMPACTION SHALL BE CLEAN YELLOW SAND OROTHER BORROW MATERIAL AS SPECIFICALLY APPROVED IN WRITING BY THEOWNER AND THE ENGINEER OF RECORD.7.IN THE EVENT OF CONFLICT BETWEEN GRADES ESTABLISHED ON THEPOPEYES SITE AND EXISTING GRADES ON ADJACENT PROPERTIES, THEOWNER AND THE ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY.8.FILL MATERIAL: REFER TO SOIL REPORT FOR FILL MATERIAL ANDCOMPACTION SPECIFICATIONS. IF NO SOIL REPORT IS PROVIDED, FOR EACHTYPE OF BORROW MATERIAL DELIVERED TO THE SITE, ONE (1) OPTIMUMMAXIMUM DENSITY CURVE SHALL BE ESTABLISHED BY AN ACCEPTEDLABORATORY. THESE DENSITIES SHALL BE DETERMINED BY ASTM D1557,MODIFIED PROCTOR DENSITY. COMPACTION SHALL BE 95% OF MAXIMUMDENSITY WITH MOISTURE CONTENT WITHIN 3% OF OPTIMUM AND CAPABLEOF SUPPORTING 2000 PSF. FILL MATERIAL TO BE LACED IN 6 TO 8 INCH LIFTS. SECTION 2D: SOIL POISONINGGENERAL REQUIREMENTS1.SCOPE: FURNISH AND INSTALL CHEMICAL TREATMENT TO PREVENTTERMITE INFESTATION FOR AREAS TO BE COVERED BY BUILDING SLABS,FOOTINGS, AND SIDEWALKS.2.GUARANTEE: FURNISH WRITTEN GUARANTEE PROVIDING THAT:2.1.CHEMICAL AS APPLIED MEETS CONCENTRATION REQUIREMENTS ANDAPPLICATION RATE SPECIFIED HEREIN,2.2.SOIL IS EFFECTIVELY TREATED AGAINST TERMITE INFESTATION FOR APERIOD OF FIVE (5) YEARS FROM DATE OF TREATMENT, AND2.3.IF ANY EVIDENCE OF INFESTATION OCCURS WITHIN FIVE (5) YEARS,ENTIRE PROJECT WILL BE COMPLETELY RETREATED AND ALLCONSTRUCTION DAMAGE CAUSED BY TERMITES WILL BE REPAIRED ATNO COST TO OWNER.MATERIALS1)SOIL AREAS DESIGNATED SHALL BE TREATED BY ON OF THE FOLLOWINGCHEMICALS AT NOT LESS THAN THE CONCENTRATIONS AS SHOWN BELOW:CHEMICAL CONCENTRATIONALDRIN .5% IN WATER EMULSIONCHLORIANE 1.0% IN WATER EMULSIONDIELDRIN .5% IN WATER EMULSIONHELPTACHLOR .5% IN WATER EMULSIONPERFORMANCE1)BECAUSE OF THE TOXIC NATURE OF THESE MATERIALS, THEY SHALL BEAPPLIED CAREFULLY TO ONLY THE DESIGNATED AREAS BY ANEXPERIENCED APPLICATOR.·FOUNDATION, WALLS, PIERS, ETC··4 GALLONS PER 10 LINEAR FEET··MIX TO A DEPTH OF 1'-0" MINIMUM·UNIT MASONRY AND PIERS UNDER FLOOR SLABS··2 GALLONS PER 10 LINAR FEET··APPLY NEAR BOTTOM OF FOUNDATION·SLABS··1.5 GALLONS PER 10 SQUARE FEET··UNIFORM COVERAGEAPPLY JUST PRIOR TO INSTALLATION OF VAPOR BARRIER. IFNECESSARY FOR COMPLETE PROTECTION, SUBSEQUENT TREATMENTSHALL BE MADE BEFORE SLABS AND SIDEWALKS ARE POURED OR IFSOIL IS DISTURBED BY LATER EXCAVATION.DESCRIPTION:WITH THE BUILDING BEING ONE OF THE MOST ATTRACTIVE FACILITIES IN FAST FOODINDUSTRY, THE LANDSCAPING DESIGN SHOULD APPRECIABLY ENHANCE THEAPPEARANCE. TO ACCOMPLISH THE DESIRED " LOOK". THE DESIGN SHOULD INCLUDEVARIED COLORS LINES, AND MATURE PLANTS.1.GUIDELINES1.1.LANDSCAPE PLANS:1.1.1.ACTUAL COLOR OF ALL PLANTS AND GROUND COVER BEDS.1.1.2.SCALED AS CLOSE AS POSSIBLE.1.1.3.BUILDING ELEVATIONS SHOWING PLANTS AT TIME OF PLANTING.1.2.PROPOSAL:1.2.1.ITEMIZED LIST OF PLANTS, QUANTITY, SIZE, AND COST OF EACH.1.2.2.QUANTITY OF SEED OR SOD (SQUARE FOOT) AND UNIT PRICE.1.2.3.QUANTITY OF GROUND COVER, NAME, AND UNIT PRICE.1.2.4.OTHER COMPONENTS LISTED AND UNIT PRICES.1.2.5.LABOR AND TAXES SEPARATED.1.3.CRITERIA:1.3.1.PLANTS1.3.1.1.VARIED COLOR WITH CONTRASTING GROUND COVER.1.3.1.2.18"- 24" MINIMUM SIZE OR, ON MANY TYPES, 6 GALLONS MINIMUM.1.3.1.3.LARGER PLANTS EVEN IF SPACING ARE SLIGHTLY GREATER.1.3.1.4.JUNIPERS ONLY IF "BLUE RUG".1.3.1.5.LIMIT NUMBER OF TYPES IN EACH SINGLE BED CREATING ANEATER LOOK.1.3.1.6.HARDY PLANTS ONLY1.3.2.TREES1.3.2.1.DISEASE RESISTANT ONLY1.3.2.2.LOCATION ONLY WHERE BUILDING WILL NOT ULTIMATELY BEBLOCKED (I.E., AT CORNERS OF LOT)1.3.2.3.NO FRUIT BEARING SPECIES.1.3.3.FLOWERS1.3.3.1.USE OF SEASONAL AND PERENNIALS TO MAXIMIZE COLORTHROUGHOUT THE YEAR.1.3.3.2.AS REQUIRED BY CITY OR MUNICIPALITY.1.3.4.GRASS (SEED)1.3.4.1.TURF TYPE FESCUE PREFERRED (WITH IRRIGATION SYSTEM).1.3.4.2.APPLY WHEN "LOOK" CAN BE ATTAINED BY WATERING BYIRRIGATION SYSTEM (I.E. SPRING AND FALL)1.3.4.3.LOCATION MOST OFTEN ALONG STREET RIGHT OF WAYS GRASSSHOULD EXTEND TO CURB.1.3.5.GRASS (SOD)1.3.5.1.USE SPARINGLY DUE TO CAST AND DUE TO OUR INTENT TOINSTALL IRRIGATION SYSTEM TO INSTALL IRRIGATION SYSTEMTO MAINTAIN THE GRASS SEED.1.3.5.2.SEASON OF YEAR MAY DICTATE USE.1.3.6.EROSION1.3.6.1.USE STRAW OR NETS AS REQUIRED TO PREVENT EROSION ANDPOSSIBLE RESEEDING1.3.7.GROUND COVER1.3.7.1.REQUIRES FABRIC TO PREVENT WEEDS.1.3.7.2.MULCH MAY BE MORE PRACTICAL IN CERTAIN MARKETS.1.3.8.OTHER1.3.8.1.COMPONENTS LIKE BEAM, STACKING STONE, RAILROAD TIEWALLS MAY BE USED FOR VARIATION BUT SHOULD NOT BEEXTENSIVE DUE TO COST.1.3.8.2.THE GENERAL CONTRACTOR IS RESPONSIVE FOR FURNISHINGTOPSOIL, HOWEVER, IT'S ENCOURAGED THAT HE CONTACTSYOU FOR AN ACCEPTABLE SOURCE AS WELL AS THE ACTUALSPREADING. MANY TIMES THERE IS LESS CONFUSION IF YOUFURNISH AND SPREAD TO YOUR NEEDS AND THE GENERALCONTRACTOR PAYS YOU DIRECTLY.1.3.9.IRRIGATION SYSTEM1.3.9.1.REQUIREMENT: AUTOMATION PREFEWED MANUAL OPTIONAL(RAINBIRD OR TORO)1.3.9.2.WATERING SCHEDULES (TYPEWRITTEN) FOR LAWN AND PLANTSSHALL BE FURNISHED TO THE STORE AND THE FRANCHISEE ATTHE TIME OF THE TURNOVER. A THOROUGH REVIEW OF THEWATERING REQUIREMENTS SHALL BE GIVEN TO THE STOREMANAGER AND THE DISTRICT MANAGER AT THIS SAME TIME.1.3.9.3.REQUIRED SLEEVES UNDERNEATH THE PARKING LOT SHALL BETHE RESPONSIBILITY OF THE LANDSCAPING IRRIGATION (I.I.)CONTRACTOR.1.3.9.4.ANY BACK FLOW VALVES REQUIRED BY LOCAL CODES SHALL BETHE RESPONSIBILITY OF THE L.I. 2.CONTRACTOR.2.1.GENERAL CONTRACTOR SHALL FURNISH AND INSTALL SEPARATE WATERMETER FOR THE IRRIGATION SYSTEM.2.1.1.INCLUDE ALL COSTS OPENING ALONG WITH THE NORMAL ONE YEARWARRANTY.2.1.2.BUDGET2.1.2.1.NORMAL SITES WE WILL EXPECT A VERY ATTRACTIVELANDSCAPE DESIGN FOR $10,00-$13,00.3.WINTER CONSTRUCTION GUIDELINES:UPON NOTIFICATION OF POSSIBLE OPENING DURING THE WINTER MONTHS,STEPS SHOULD BE TAKEN TO PROVIDE AS MUCH LANDSCAPING AS POSSIBLELOCATION OF THE STORE IS VERY CRITICAL, UNITS LOCATED FURTHER NORTH WILLHAVE TO BE IDENTIFIED AS EARLY AS POSSIBLE TO AS EARLY AS POSSIBLE TODETERMINE THE FOLLOWING.3.1.POSSIBLE WINTER LANDSCAPE ALTERNATIVE(S)3.1.1.PURCHASING PLANTS FROM MORE TEMPERATE CLIMATE ZONES.3.1.2.HARDENING OF SELECTED PLANTS PRIOR TO PLANTING3.1.3.LOCATION OF AVAILABLE SOD FIELDS.3.1.4.CLOSE MONITORING & COMMUNICATIONS W/ JOB SUPERINTENDENTTO MORE FULLY UTILIZE IDEAL PLANTING TOPSOIL.3.1.5.AVAILABILITY OF CLEAN, UNFROZEN TOPSOIL.3.1.6.CONTROLLED USAGE OF PERENNIALS VERSUS ANNUALS. vii.ANTICIPATED PLANT LOSS DUE TO ENVIRONMENTAL SHOCK.3.1.7.POSSIBLE STORING OF PLANTS AND MATERIALS DUE TOAVAILABILITY.3.1.8.INSTALLATION OF IRRIGATION SYSTEM AS EARLY AS POSSIBLE.3.2.USAGE OF AVAILABLE GROUND COVER SHOULD BE USED AS MUCH ASPOSSIBLE TO PREVENT OUR RESTAURANTS FROM LOOKING "BARREN"AND "STILL UNDER CONSTRUCTION". POSSIBLE EXAMPLES WOULD BE, BUTNOT LIMITED TO, USE OF:3.2.1.MULCH (RED DYED)3.2.2.STRAW3.2.3.FABRIC (WEED BARRIER)3.2.4.PLANTS (PRESENTLY DORMANT)3.2.5.STONE (RIVER ROCK)NOTE: EVERY ATTEMPT SHOULD BE MADE TO COMPLETE AS MUCH OFTHE LANDSCAPING PROCESS AS POSSIBLE.3.3.SOMETIMES EVEN THE BEST PLAN FAILS DETAILED PLANNING HAS BEENINCORPORATE. IF CREATIVE RESOURCES AND POSITIVECOMMUNICATIONS HAVE EXHAUSTED ALL AVAILABLE ALTERNATIVES,EFFORTS SHOULD THEN BE PLACED ON REHABILITATING THE SITESPREPARED IN INCLEMENT WEATHER DURING THE SPRING.THE EDGES OF CONCRETE SLABS EXPOSED BY THE REMOVAL OFFORMS SHALL BE PROTECTED IMMEDIATELY TO PROVIDE THESESURFACES WITH CONTINUOUS CURING TREATMENT EQUAL TO THEMETHOD SELECTED FOR CURING THE SLAB AND CURB SURFACE. THECONTRACTOR SHALL HAVE AT HAND AND READY TO INSTALL BEFOREACTUAL PLACEMENT BEGINS THE EQUIPMENT NEEDED FOR ADEQUATECURING.1.5.OPENING TO TRAFFIC - THE ENGINEER SHALL DECIDE WHEN THEPAVEMENT SHALL BE OPENED TO TRAFFIC. IT SHALL NOT BE OPENEDTO TRAFFIC UNTIL THE FIELD-CURED CONCRETE HAS ATTAINED AFLEXURAL STRENGTH OF 550 PSI, OR A COMPRESSIVE STRENGTH OF3,500 PSI. IF SUCH TEST ARE NOT CONDUCTED, THE PAVEMENT SHALLNOT BE OPENED TO TRAFFIC UNTIL FOURTEEN (14) DAYS AFTER THECONCRETE WAS PLACED. BEFORE OPENING TO TRAFFIC, THE PAVEMENT SHALL BE CLEANED.2.ASPHALT:2.1.PAVEMENT PREPARATION FOR SUBGRADE: MATERIAL IN SOFT SPOTSSHALL BE REMOVED TO THE DEPTH REQUIRED TO PROVIDE A FIRMFOUNDATION AND REPLACED WITH A MATERIAL EQUAL TO THE BESTSUB-GRADE MATERIAL ON SITE. LOOSELY BONDED SUB-GRADE SHALLBE PRIMED WITH AN ASPHALT PRIMING MATERIAL. THE ENTIRESUB-GRADE AREA SHALL BE COMPACTED BY AT LEAST FIVE (5)COVERAGES OF A PNEUMATIC-TIRED ROLLER. THE SURFACE OF THESUB-GRADE AFTER COMPACTION SHALL BE HARD, UNIFORM, SMOOTHAND TRUE TO GRADE AND CROSS SECTION. IF ANY QUESTIONS ARISEAS TO THE CONDITION OF SUB-GRADE, A SOILS ENGINEERING FIRMEMPLOYED BY THE OWNER WILL DETERMINE CONDITION OFSUB-GRADE PRIOR TO PAVING AT THE REQUEST OF THECONTRACTOR.2.2.SPREADING BASE AND SURFACE COURSES - ASPHALT BASE ANDSURFACE: FOR ALL AREAS OF MORE THAN 1000 SQUARE YARDS,ASPHALT BASE AND SURFACE COURSES SHALL BE SPREAD ANDSTRUCK OFF WITH A PAVER. ANY IRREGULARITIES IN SURFACE OFPAVEMENT COURSE SHALL BE CORRECTED DIRECTLY BEHIND THEPAVER. EXCESS MATERIAL FORMING HIGH SPOTS SHALL BEREMOVED WITH A SHOVEL OR LUTE. INTENDED AREAS SHALL BEFILLED WITH HOT MIX AND SMOOTHED WITH A LUTE OR THE EDGE OFA SHOVEL BEING PULLED OVER THE SURFACE. CASTING OF MIX OVERSUCH AREAS SHALL NOT BE PERMITTED.2.3.COMPACTION - ASPHALT BASE AND SURFACE: ROLLING SHALL STARTAS SOON AS THE HOT MIX MATERIAL CAN BE COMPACTED WITHOUTDISPLACEMENT. ROLLING SHALL CONTINUE UNTIL THOROUGHLYCOMPACTED AND ALL ROLLER MARKS HAVE DISAPPEARED.2.4.SPECIFICATIONS FOR SAMPLING AND PATCHING NEW ASPHALTICCONCRETE PAVEMENTS.2.4.1.AT COMPLETION OF PAVING, TEST CORES SHALL BE TAKEN BY ANINDEPENDENT LABORATORY SELECTED AND PAID BY THE OWNER,TO VERIFY THAT THE THICKNESS OF THE PAVING MATERIALSMEETS THE MINIMUM SPECIFICATION REQUIREMENTS.2.4.2.SUFFICIENT CORES SHALL BE TAKEN IN BOTH PARKING STALLSAND DRIVES TO ENSURE REPRESENTATIVE SAMPLING. HOWEVER,NO LESS THAN FOUR (4) LOCATIONS SHALL BE TESTED.2.4.3.THE TESTING LABORATORY SHALL NOTIFY THE GENERALCONTRACTOR AT LEAST TWO (2) DAYS PRIOR TO CORING.2.4.4.THE PAVING CONTRACTOR SHALL PATCH CORE HOLESIMMEDIATELY UPON COMPLETION.2.4.5.IF THE ASPHALTIC CONCRETE PATCH CANNOT BE INSTALLEDIMMEDIATELY AFTER COMPLETION OF CORING, A MINIMUM OF 5"OF PORTLAND CEMENT CONCRETE SHOULD BE PLACED IN THETEST HOLE, SUCH THAT THE SURFACE CONCRETE SHOULD HAVEA MINIMUM TWENTY EIGHT (28) DAYS' COMPRESSIVE STRENGTHOF 3,000 PSI, WITH PROPER AIR ENTRAINMENT. SIX (6) TESTHOLES WITH DEPTH IN EXCESS OF 6" MAY BE BACKFILLED TO THEREQUIRED PATCH DEPTH WITH COMPACTED CRUSHED STONE ORPORTLAND CEMENT CONCRETE.2.4.6.PATCHING METHOD:2.4.6.1.A TACK COAT SHALL BE APPLIED TO THE SIDES OF THE COREHOLES. THE TACK COAT MAY CONSIST OF SS-1, SS-1H,CSS-1H, RS-1, CRS-1, EMULSIFIED ASPHALT OR RC-70CUTBACK ASPHALT.2.4.6.2.AN ASPHALTIC CONCRETE PATCH WITH A MINIMUMTHICKNESS EQUAL TO THE ORIGINAL ASPHALTIC CONCRETEOR 3", WHICHEVER IS GREATER, SHOULD BE INSTALLED INTHE CORE HOLE, FLUSH WITH THE EXISTING PAVEMENTSURFACE. THE MINIMUM THICKNESS MAY BE REDUCED TO 1"IF A TEMPORARY CONCRETE PATCH IS UTILIZED AS IN (5)ABOVE.2.4.6.3.THE ASPHALTIC CONCRETE MAY CONSIST OF HOT MIXPLACED AT A TEMPERATURE OF AT LEAST 285 DEGREES F,OR COLD MIX UTILIZING EMULSIFIED OR CUTBACK ASPHALT.THE ASPHALTIC CONCRETE SHOULD MEET THE APPROPRIATESTATE SPECIFICATIONS FOR ASPHALTIC CONCRETE SURFACECOURSE, AND SHOULD BE PROPERLY COMPACTED.2.4.6.4.PATCHING SHOULD BE PERFORMED AT TEMPERATURESABOVE 40 DEGREES F TO ENSURE PROPER SETTING OF THEPORTLAND CEMENT CONCRETE, IF USED, AND CURING OFTHE ASPHALTIC CONCRETE, IF COLD MIX IS USED.3.MARKING: MARK ALL PARKING BAYS, ARROWS, AND OTHER TRAFFICMARKINGS INDICATED ON SITE PLAN. PAINT TRAFFIC YELLOW REFERTO SITE PLAN. ALL PAINT PRODUCTS TO COMPLY WITH STATEHIGHWAY DEPARTMENT SPECIFICATIONS.SECTION 2F: OPENING SOON SIGN (OPTIONAL)GENERAL PROVISIONS1. SCOPE: FURNISH AND INSTALL WOOD POSTS AND INSTALL SIGNFURNISHED BY OWNER.MATERIALS1. "OPENING SOON" LOGO SIGN: SUPPLIED AND SHIPPED TO THE SITE BYTHE OWNER. THE SIGN CONSIST OF TWO (2) 4' X 8' WOOD SHEETS.INSTALL ON THREE (3) 4" X 4" X 8' WOOD POST IN "V" SHAPE SO THE SIGNMAY BE READ FROM EITHER DIRECTION. INSTALL THE DAY RECEIVED IN ALOCATION TO ENSURE PRIME VISIBILITY.SECTION 2G: LANDSCAPINGGENERAL PROVISIONS1.SCOPE: FURNISH AND INSTALL TOPSOIL TO PROPER CONTOUR FORALL AREAS NOTED ON THE SITE PLAN TO BE LANDSCAPED.2.NOTES:2.1.PLANTING MATERIALS AND INSTALLATION SHALL BE PROVIDED UNDERSEPARATE CONTRACT BY THE OWNER.2.2.COORDINATE THE TIMING OF THE PLACEMENT OF TOPSOIL WITH THEOWNER IN ORDER TO PREVENT EROSION OF TOPSOIL.MATERIALS1.TOPSOIL: 6" MINIMUM TOPSOIL.PERFORMANCE:THE TOPSOIL FILL SHALL BE PLACED AFTER THE COMPLETION OF ALLFOUNDATION AND SITE UTILITY WORK WHEN CONSTRUCTION IS NEARINGCOMPLETION. RAKE SMOOTH IN PREPARATION OF PLANT MATERIALINSTALLATION, AND REMOVE ALL LUMPS AND TRASH. TOPSOIL SHALL BEBACKFILLED TO ALL PERIMETER CURBS, AND TO ANY PAVING. TOPSOILSHALL BE PLACED IN THE OUTSIDE PLANTER.2. NO MULCH SHALL BE USED WITHIN 5'-0" OF BUILDING ENVELOPE . USEVOLCANIC ROCK OR NON-FLAMMABLE MULCH WITHIN 5'-0". MULCH CAN BEUSED OUTSIDE THIS DIMENSION.SECTION 2E: ROADS AND WALKSGENERAL REQUIREMENTS1.SCOPE: FURNISH AND INSTALL ALL CURBS AND GUTTERS, PAVING,MARKING STRIPES, AND SIDEWALKS AS SHOWN ON THE SITE PLANAND NOTED HEREIN.2.QUALITY CONTROL:2.1.SAMPLING AND TESTING:2.1.1.THE OWNER IS TO EMPLOY AN INDEPENDENT LABORATORYTO CORE THE PARKING LOT ON THE DAY IT IS INSTALLED.2.1.2.THE OWNER IS TO ADVISE THE GENERAL CONTRACTOR OFTHE TESTING LABORATORY.2.1.3.THE GENERAL CONTRACTOR SHALL NOTIFY THE TESTINGCOMPANY OF THE DATE OF THE PAVING, WITH A MINIMUM OFONE (1) WEEK'S ADVANCE NOTICE.2.1.4.THE GENERAL CONTRACTOR IS TO INFORM THE PAVINGCONTRACTOR THAT THEY ARE TO INCLUDE IN THEIR PRICETHE REPLACEMENT OF THE CORES AS SPECIFIED IN SECTION2E: PERFORMANCE: ASPHALT: D. TO ENSURE THEINTEGRITY OF THE PAVEMENT AND FULL WARRANTY.2.1.5.IF REQUESTED BY THE OWNER, FURNISH FOR TEST ANDANALYSIS REPRESENTATIVE SAMPLES OF THE MATERIALS TOBE USED IN THE WORK.2.2.SMOOTHNESS: THE SURFACE OF THE COMPLETED WORKS, WHENTESTED WITH A 10' STRAIGHT EDGE, SHALL NOT CONTAINIRREGULARITIES IN EXCESS OF 1/4 INCH.MATERIALS1.CONCRETE: CAST-IN-PLACE CONCRETE AS HEREINAFTER SPECIFIEDIN SECTION 3A: CONCRETE.2.ASPHALT PAVEMENT:2.1.ASPHALT MATERIAL AND APPLICATION SHALL BE ACCORDING TODESIGN SPECIFICATIONS PROVIDED BY SOIL ENGINEERS REPORT.2.1.1.ALL MATERIAL AND CONSTRUCTION PROCEDURES ARE TOMEET STATE HIGHWAY DEPARTMENT SPECIFICATIONS.2.1.2.PAVEMENT SECTION2.1.2.1.6 INCHES AGGREGATE BASE COURSE.2.1.2.2.2 INCHES ASPHALT BINDER.2.1.2.3.1 INCH ASPHALT SURFACE COURSE.2.1.3.PRIME COAT OF APPROXIMATELY 0.3 GALLONS PER SQUAREYARD OF CUT BACK ASPHALT PRIMER SHALL BE APPLIED TOSURFACE OF STONE BASE COURSE.3.TRAFFIC MARKING PAINT: MARK ALL PARKING BAYS, ARROWS ANDOTHER TRAFFIC MARKINGS INDICATED ON THE SITE PLAN, PAINT"TRAFFIC YELLOW" REFER TO SITE PLAN. ALL PAINT PRODUCTS TOCOMPLY WITH STATE HIGHWAY SPECIFICATIONS.4.SEALER: TARFLEX WATER-BASED BLACKTOP SEALER.PERFORMANCE1.CONCRETE:1.1.EXTERIOR CONCRETE: CURBS AND GUTTERS SHALL BEACCORDING TO DETAILS ON PLANS. SIDEWALKS AND PATIOSLABS SHALL BE POURED 4" THICK OVER WELL TAMPED EARTHBASE, WITH OUTSIDE EDGES THICKENED AND REINFORCED ASSHOWN. SLOPE TO DRAIN. AFTER SCREEDING AND TROWELING,TO PROVIDE A UNIFORM SURFACE, BROOM LIGHTLY BEFOREFINAL SET. PROVIDE CONTROL JOINTS AS SHOWN. CURE INACCORDANCE WITH SECTION 3A: CONCRETE. WHERE REQUIREDBY LOCAL CODE OR HIGHWAY DEPARTMENT REGULATIONS,PROVIDE CONCRETE APPROACHES FROM STREET INCOMPLIANCE WITH SUCH REGULATIONS. ANY ALTERATIONS TOEXISTING SIDEWALKS REQUIRED FOR PROPER APPROACHES ARETO BE CONSIDERED PART OF THE CONTRACT.1.2.PAVEMENT PREPARATION FOR SUBGRADE - THE BOTTOM OF THEEXCAVATION OR THE TOP OF THE FILL SHALL BE KNOWN AS THEPAVEMENT SUBGRADE AND SHALL CONFORM TO THE LINES,GRADE, AND CROSS SECTIONS SHOWN IN THE PLANS. ALL SOFTAND YIELDING MATERIAL AND PORTIONS OF THE SUBGRADE THATWILL NOT COMPACT READILY WHEN ROLLED OR TAMPED SHALLBE REMOVED AND REPLACED WITH SUITABLE MATERIAL. THESUBGRADE SHALL BE BROUGHT TO A FIRM AND UNYIELDINGCONDITION BY COMPACTING IT TO UNIFORM DENSITY. SOILSHOULD BE COMPACTED AT OR SLIGHTLY ABOVE STANDARDOPTIMUM MOISTURE. ALL UTILITY TRENCHES AND STRUCTUREEXCAVATIONS SHALL BE BACKFILLED TO NATURAL OR FINISHEDGRADE WITH GRANULAR MATERIAL AS SOON AS CONDITIONSPERMIT. ALL BACKFILL SHALL BE COMPACTED WITH MECHANICALTAMPERS IN LAYER NOT OVER 6" IN COMPACTED THICKNESS TODENSITIES SIMILAR TO THAT OF SURROUNDING SOILS.CONCRETE SHALL NOT BE PLACED ON A SOFT, SPONGY, FROZEN,OR OTHERWISE UNSUITABLE SUBGRADE. THE SUBGRADE SHALLBE MOIST WHEN CONCRETE IS PLACED.1.3.CONCRETE PLACEMENT AND FINISHING - READY-MIXEDCONCRETE HAULED IN TRUCK MIXERS OR TRUCK AGITATORSSHALL BE DEPOSITED IN PLACE WITHIN NINETY (90) MINUTESFROM THE TIME WATER IS ADDED TO THE MIX. BEFORE PLACINGCONCRETE, FREESTANDING WATER, SNOW, ICE, OR OTHERFOREIGN MATERIALS SHALL BE REMOVED FROM SUBGRADE.ALL FORMS SHALL BE THOROUGHLY CLEANED, SECURED INPOSITION, AND COATED WITH A FORM-RELEASE AGENT.CONCRETE SHALL BE PLACE, STRUCK OFF, CONSOLIDATED, ANDFINISHED TO PLAN GRADE WITH A MECHANICAL FINISHINGMACHINE, VIBRATING SCREED, OR BY HAND-FINISHING METHODSWHEN APPROVED. IN LIEU OF FIXED FORMS, THE CONTRACTORMAY PLACE CONCRETE WITH A SLIPFORM PAVER DESIGNED TOSPREAD, CONSOLIDATE, SCREED, AND FLOAT FINISH THEFRESHLY PLACED CONCRETE IN ONE (1) COMPLETE PASS OF THEMACHINE. PAVEMENT SHALL BE PITCHED TO AREA DRAINS ORPERIMETER AREAS TO REMOVE WATER. AFTER CONCRETE HASBEEN STRUCK OFF AND CONSOLIDATED, A BULLFLOAT MAY BEUSED TO REMOVE ANY HIGH OR LOW SPOTS. BULLFLOAT USESHALL BE CONFINED TO A MINIMUM. A FINAL SKID-RESISTANTFINISH SHALL BE MADE WITH A BURLAP DRAG OR BROOM.1.4.JOINTS -UNLESS SHOWN ON THE PROJECT DRAWINGS, AJOINTING PLAN SHALL BE PREPARED BY THE CONTRACTOR ANDAPPROVED BEFORE PAVING BEGINS. CONTROL JOINTS ORCONTRACTION JOINTS SHALL BE FORMED BY ONE (1) OF THEFOLLOWING METHODS: SAWING, FORMING BY HAND,FORMING PREMOLDED FILLER, OR USING FULL-DEPTHCONSTRUCTION JOINTS. JOINT DEPTH SHALL BE A MINIMUM OF 1/4THE SLAB THICKNESS. HAND-FORMED JOINTS SHALL HAVE AMAXIMUM EDGE RADIUS OF 1/4" SAWING OF JOINTS SHALL BEGINAS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY TOPERMIT SAWING WITHOUT EXCESSIVE RAVELING. ALL JOINTSSHALL BE COMPLETED BEFORE UNCONTROLLED SHRINKAGECRACKING OCCURS. JOINTS SHALL BE CONTINUOUS ACROSS THESLAB, UNLESS INTERRUPTED BY FULL-DEPTH PREMOLDED JOINTFILLER. JOINTS SHALL EXTEND COMPLETELY THROUGH THECURB. JOINT OPENINGS WIDER THAN 1/4" SHALL BE CLEANED ANDSEALED BEFORE OPENING PARKING AREA TO TRAFFIC.ISOLATION JOINTS (EXPANSION JOINTS) SHALL BE USED TOISOLATE FIXED OBJECTS ABUTTING OR WITHIN THE PAVED AREA.THEY SHALL CONTAIN PREMOLDED JOINT FILLER FOR THE FULLDEPTH OF THE SLAB. WHEN APPROVED, THE CONTRACTOR SHALLBE PERMITTED TO MAKE MINOR ADJUSTMENTS IN JOINTLOCATION TO MAKE THEM COINCIDE WITH DRAINAGE OR OTHERSTRUCTURES. DOWELS 18" LONG SHALL BE USED ON ALL JOINTSON 18" CENTERS.1.5.DURING - CONCRETE SHALL BE CURED BY PROTECTING ITAGAINST LOSS OF MOISTURE, RAPID TEMPERATURE CHANGE,AND MECHANICAL INJURY FOR AT LEAST THREE (3) DAYS AFTERPLACEMENT. MOIST CURING, WATERPROOF PAPER, WHITEPOLYETHYLENE SHEETING, WHITE LIQUID MEMBRANECOMPOUND, OR A COMBINATION THEREOF MAY BE USED. AFTERFINISHING OPERATIONS HAVE BEEN COMPLETED, THE ENTIRESURFACE OF THE NEWLY-PLACED CONCRETE SHALL BE COVEREDBY WHATEVER CURING MEDIUM IS APPLICABLE TO LOCALCONDITIONS AND APPROVED BY THE ENGINEER.SITE SPECIFICATIONSSD5 01/28/2021CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
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DRAWING NUMBERDETAIL NUMBERPLAN DETAIL 2X4 FRAMING @ 16" O.C. 2X6 FRAMING @ 24" O.C.DIVISION 9: FINISHES 2X8 FRAMING @ 24" O.C.SPECIFICATIONSFRAMING SYMBOLSMOPSINKXXX DENOTES BLOCKING ASREQUIREDELECTRICMETERCABINETLOCATIONSTEELLADDERDOOR NUMBER. SEEDRAWING A10 FOR DETAILSARROW INDICATESDIRECTION OF VIEWGENERAL CONSTRUCTION NOTESGYPSUM BOARD / EXTERIOR SHEATHING NOTES:1.EXTERIOR SHEATHING SHALL BE 1/2" EXTERIOR PLYWOOD NAILED IN ACCORDANCE WITH THESTRUCTURAL NAILING SCHEDULE. REFER TO SHEETS S-4.2.1/2" PLYWOOD TO BE INSTALLED ON ALL INTERIOR WALLS. ALL JOINTS ARE TO BE PROPERLY SECURED.3.GYPSUM BOARD SHALL BE TYPE "MOISTURE RESISTANT" IN ALL AREAS TO RECEIVE WALL TILE OR FRPPANELS.4.ALL WALLS TO RECEIVE 1/2" MOISTURE RESISTANT GYPSUM WALL BOARD INSTALLED TO 24" AFF UNO.INSULATION NOTES:1.ALL EXTERIOR WALLS TO RECEIVE FIBERGLASS BATT INSULATION TO MATCH DEPTH OF WALL CAVITY.KITCHEN WALL NOTES:1.PROVIDE 1/2" PLYWOOD FROM 24" AFF TO 9'-6" AFF IN ALL KITCHEN WALLS.2.PROVIDE 1/2" GYPSUM WALL BOARD FROM 24" AFF TO 5'-6" AFF AT INTERIOR TOILET ROOM WALLS.DINING AREA NOTES:1.PLASTIC LAMINATE TO ADHERE TO 1/2" PLYWOOD SUBSTRATE. PLYWOOD FROM FINISH FLOOR TO 2'-10"AFF.2.VINYL WALL COVERING ON 1/2" GYPSUM BOARD.BLOCKING NOTES:1."XXX" INDICATES BLOCKING REQUIRED IN WALL FOR PLUMBING LINES AND RESTROOM ACCESSORIES.BLOCKING SHALL BE FIRE RETARDANT WHERE REQUIRED BY CODE.2.CONTRACTOR TO VERIFY REQUIREMENTS WITH LOCAL BUILDING OFFICIALS PRIOR TO BIDDING.CONTRACTOR IS RESPONSIBLE FOR OBTAINING MANUFACTURERS CUT SHEETS AND LOCATINGBLOCKING AS REQUIRED. THIS INCLUDES KITCHEN EQUIPMENT AND ITEMS FURNISHED AND INSTALLEDBY OTHERS.FRAMING NOTES:1.CONTRACTOR MAY SUBSTITUTE METAL STUDS FOR INTERIOR WALL, AND SOFFIT FRAMING IF REQUIRED.WHERE USED, METAL FRAMING TO BE 25 GA. UNLESS OTHERWISE SPECIFIED(U.N.O.).2.REFER TO FRAMING NOTES FOR WALL SECTIONS.3.ALL INTERIOR WOOD FRAMING TO BE #2 SPRUCE, FIR OR WHITE PINE. WHERE REQUIRED BY CODE,FRAMING SHALL BE #2 FIRE RETARDANT YELLOW PINE. CONTRACTOR TO VERIFY REQUIREMENTS WITHLOCAL BUILDING OFFICIALS PRIOR TO BIDDING.4.ALL WOOD IN CONTACT WITH THE SLAB MUST BE PRESSURE TREATED.5.ALL INTERIOR WALLS TO BE FRAMED TO UNDERSIDE OF TRUSS U.N.O..6.ALL INTERIOR WALLS THAT ARE NOT SHEAR WALLS TO BE ANCHORED W/ 5/8" DIA. EXPANSION ANCHORSAT 6'-0" O.C. SEE STRUCTURAL DWGS. FOR SHEAR WALL ANCHORS.ALL TYP.TYP.SECTION 09 29 00GYPSUM BOARDPart 1 - GENERAL1.1SECTION INCLUDESA.STANDARD GYPSUM BOARDB.FIRE-RESISTANCE RATED GYPSUM BOARDC.FIRE RESISTANCE RATED - MOISTURE RESISTANT GYPSUM BOARDPART 2 - SCOPE1.1 SCOPE: FURNISH AND INSTALL GYPSUM WALL BOARD AS A SUBSTRATE FOR THE INTERIOR FINISHMATERIALS ON INTERIOR WALLS AS SHOWN ON DRAWINGS. FURNISH AND INSTALL GYPSUM WALL BOARDSUSPOENDED CEILING WITH HANGERS AND SUPPORTS.1.2 MATERIALS: MATERIAL NAMES ARE BASED ON A NATIONAL GYPSUM GOLD BOND STA-SMOOTH BEVELEDGE SYSTEM BY U.S. GYPSUM.WALLS EXCEPT WHERE NOTED):1/2" STA-SMOOTH GYPSUM WALL BOARD.WALLS WHERE NOTED:1/2" THINK TAPERED EDGES MOISTURE RESISTANT (M/R) GYPSUMWALL BOARD.DROPPED CEILING WHERE NOTED:1/2" STA-SMOOTH GYPSUM WALL BOARD.FIRE RATED WHERE NOTED:5/8" FIRE RATED GYPSUM WALL BOARD.5/8" FIRE RATED M/R GYPSUM WALL BOARD.2. FASTENERS:A.GWB-54 1-5/8" LONG ANNULAR RING SHANK NAILS MEETING THE REQUIREMENTS OF ASTM C-380.B.1-1/4" LONG TYPE-W DRYWALL SCREWS TO WOOD STUDS.C.1-1/4" LONG TYPE-S DRYWALL SCREWS TO INTERIOR METAL STUDS.D.1-1/4" LONG TYPE-S12 CORROSION RESISTANT SCREWS FOR EXTERIOR GYPSUM SHEATHING TOMETAL STUDS.E.JOINT TREATMENT COMPOUND SHALL BE READY MIXED. JOINT TAPE SHALL BE CROSS FIBERED,PERFORATED, FEATHER EDGED. CORNER BEADS SHALL BE GALVANIZED STEEL ROLL-FORMEDU-SHAPED CHANNELS.F.HANGERS AND SUPPORTS: 2X4 WOOD FRAMING. SUBSTITUTION: FOR STEEL TRUSS BUILDINGS 1-1/2"CARRYING CHANNELS, 3/4" FURRING CHANNELS, 8 GAUGE HANGER WIRES, 16 GAGE TIE WIRES, AND 1"TYPE S SCREWS.PERFORMANCE1. INSTALLATIONA.CUTTING WALLBOARD: GYPSUM WALLBOARD SHALL BE CUT BY SCORING AND BREAKING, OR BYSAWING, WORKING FROM THE FACE SIDE. WHERE BOARD MEETS PROJECTING SURFACES, IT SHALLBE SCRIBED NEATLY.B.INSTALLING WALLBOARD: GYPSUM WALLBOARD SHALL BE APPLIED AT RIGHT ANGLES TO FRAMINGMEMBERS. BOARDS OF MAXIMUM PRACTICAL LENGTH SHALL BE USED SO THAT AN ABSOLUTEMINIMUM NUMBER OF END JOINTS OCCUR. WALLBOARD JOINTS AT OPENINGS SHALL BE LOCATED SOTHAT NO END JOINT SHALL ALIGN WITH EDGES OF OPENINGS. END JOINTS SHALL BE STAGGERED.C.FASTENING WALLBOARD: ATTACH WITH SCREWS OR NAILS SPACED APPROXIMATELY 8" O.C.. THENAILS SHALL BE DRIVEN HOME WITH THE HEAD SLIGHTLY BELOW THE SURFACE OF THE BOARD IN ADIMPLE FORMED BY THE DRIVING TOOL.D.FASTENING EXTERIOR GYPSUM SHEATHING: ATTACH TO METAL STUDS WITH SCREWS @ 12" O.C. WITHHEAD FLUSH WITH SURFACE.E.JOINTS FINISHING: JOINT COMPOUND, QUICK-TREAT, AND TOPPING COMPOUND SHALL BE APPLIED INACCORDANCE WITH PRINTED INSTRUCTIONS CONTAINED IN THE PACKAGE. A UNIFORMLY THIN LAYEROF JOINT COMPOUND SHALL BE APPLIED OVER THE JOINT UNDER THE TAPE TO PROVIDE PROPERBOND. CEILING AND WALL ANGLES AND INSIDE CORNER ANGLES SHALL BE REINFORCED WITH THETAPE FOLDED TO CONFORM TO THE ANGLE AND EMBEDDED IN THE COMPOUND.AFTER THE COMPOUND IS THOROUGHLY DRY, APPROXIMATELY TWENTY FOUR (24) HOURS FORREGULAR COMPOUND, 2-1/2 HOURS FOR QUICK TREAT, THE TAPE SHALL BE COVERED WITH A COAT OFJOINT COMPOUND OR TOPPING COMPOUND SPREAD OVER THE TAPE APPROXIMATELY 3" ON EACHSIDE OF TAPE, AND FEATHERED OUT AT THE EDGE. AFTER THOROUGHLY DRY, APPLY ANOTHERCROWN OVER JOINTS. THIS COAT SHALL BE SMOOTH AND THE EDGES FEATHERED APPROXIMATELY 3"BEYOND THE PRECEEDING COAT. ALLOW EACH APPLICATION OF COMPOUND TO JOINTS AND NAILHEADS TO DRY, THEN SAND IF NECESSARY. ALL WALLBOARD AND TREATED AREAS SHALL BE SMOOTHAND READY FOR PAINTING OR WALLCOVERING.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX2X10 FRAMING @ 16" O.C. TYP.XXXFLOOR PLAN KEY NOTES1.DIMENSIONS ARE SHOWN:EXTERIOR WALLS: FROM EXTERIOR FACE OF PLYWOOD TO THE EXTERIOR FACE OFPLYWOOD. EXCEPT AT DOOR/WINDOW OPENINGS TO THE INTERIOR FACE OF GYPSUM BOARD.INTERIOR WALLS: FROM THE FACE OF FINISH WALL TO THE FACE OF FINISH WALL,U.N.O..2.INSTALL 3'-0" W X 8'-0" H X 18 GA STAINLESS STEEL PANEL BEHIND OVENS AND FRYERS.S/S SHALL EXTEND 18" BESIDE EQUIPMENT. REFER TO INTERIOR KITCHEN ELEVATIONSAND EQUIPMENT PLAN FOR LOCATIONS.3.ALL GYPSUM WALL BOARD BELOW FINISHED CEILING HEIGHT IS TO BE PREPARED FORPAINTING OR WALLCOVERING AS INDICATED ON INTERIOR ELEVATIONS AND FINISHSCHEDULE. SEE GEN. CONSTR. NOTES FOR DINING AREA.4.GENERAL CONTRACTOR (G.C.) TO PROVIDE 2"X2" FULL HEIGHT CORNER GUARDS ONALL OUTSIDE CORNERS @ KITCHEN WALLS.5.HOOD WALL TO BE CONSTRUCTED WITH 6" METAL STUD STUDS AT 16" O.C.. INSTALL 2LAYERS 5/8" MOISTURE RESISTANT TYPE 'X' GYPSUM WALL BOARD ON BOTH WALLSIDES FROM FINISHED FLOOR TO BEYOND CEILING.6.ELECTRIC DRIVE-THRU WINDOW TO BE INSTALLED AT THE LOCATION SHOWN. VERIFYREQUIRED ROUGH-IN AND ELECTRICAL REQUIREMENTS WITH MANUFACTURER BEFOREPROCEEDING.7.ALL ACCESSIBLE APPROACHES AND ENTRANCES TO COMPLY WITH ALL APPLICABLECODES. G.C. TO ENSURE THAT ALL DIRECTIONS AND DIMENSIONS GIVEN ARESTRICTLY ADHERED TO. IF CHANGES ARE MADE THAT CONTRADICT WITH THEDRAWING, THE ARCHITECT MUST BE CONTACTED IMMEDIATELY.8.ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE WITHOUT THE USEOF A KEY, SPECIAL KNOWLEDGE OR EFFORT, AND COMPLY WITH ALL CODES.MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL NOT BE USED.9.G.C. SHALL COORDINATE WITH WIB MANUFACTURER TO PROVIDE THE INSTALLATIONKIT TO MOUNT THE WIB ON THE OUTSIDE OF THE BUILDING.10.ALL GLAZING WITHIN A 24" ARC OF DOORS WHOSE BOTTOM IS LESS THAN 60" ABOVETHE FLOOR AND ALL GLAZING IN DOORS SHALL BE SAFETY TEMPERED.11.PROVIDE 1/2" MOISTURE RESISTANT GYPSUM WALL BOARD ON ALL INTERIOR KITCHENWALL SURFACES FROM FINISHED FLOOR TO 24" ABOVE FINISHED FLOOR, UNO.PROVIDE 1/2" PLYWOOD FROM 24" AFF TO BEYOND CEILING ON ALL KITCHEN WALLS.12.INSTALL GUARDRAIL ACCORDING TO THE MANUFACTURER'S SPECIFICATION.13.SEE PLUMBING DRAWINGS FOR SODA LINE CHASES. VERIFY LOCATIONS WITHBEVERAGE PROVIDER.14.INSTALL THE HALF WALL FOR THE FRONT COUNTER AFTER THE KITCHEN EQUIPMENTHAS BEEN BROUGHT IN. PROVIDE 1/2" GYPSUM WALL BOARD ON THE SIDE FACING THEDINING. PROVIDE 1/2" PLYWOOD WITH FRP ON THE SIDE FACING THE KITCHEN.15.PROVIDE CONCRETE SLAB PER STRUCTURAL DRAWINGS FOR THE INSTALLATION OFTHE EXTERIOR COOLER/FREEZER W.I.B. 6" METAL FRAMING @ 16" O.C.SECTION DETAILDRAWING NUMBERDETAIL NUMBER W/ 2 LAYERS TYPE X GWBTYP.TYP.WALK-IN W/ FREEZER FLOORSUPPLIED BY MFR. SEE DETAIL5/A14.3" PVC CHASEEIFS FINISH SYSTEMPLYWOOD SHEATHINGSPRAY INSULATINGFOAM AROUNDOPENING, AFTER CO2LINE IS INSTALLEDSPRAY INSULATING FOAMAROUND OPENING, AFTERCO2 LINE IS INSTALLEDPLYWOOD SHEATHINGBACKWRAPAND SEALCO2 LINE INSIDEA11FLOOR PLAN1/4"=1'-0"FLOOR PLANA12CO2 LINE PENETRATION1 1/2"=1'-0"3/24/2021A1 REVISIONSCHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597
TRASHRIM OF 3'-0" DIA.AREA@ EL. -0'-0 1/4" (TYP)FLOOR DRAIN @ EL.-0'-0 1/2" (TYP)MOP SINK DRAINX=7'-8"Y= 8'-6"X=33'-7"Y=5'-7"X=21'-0"Y=19''-0"X=17'-9"Y=28'-10"X=3'-2"Y=28'-10"X=32'-3"Y=28'-10"X=39'-9"Y=28'-10"NOTE: ALL CORE DRILLINGTO BE COORDINATED WITHSEATING SUPPLIERX=3'-6"Y=17'-7"X=33'-7"Y=13'-1"X=24'-4"Y= 8'-6"0,0 COORDINATE (REF. POINT)COORD. ARE TO C.L. OF FIXTUREENSURE FLOOR SINKINSTALL NOT VISIBLEUNDER SELF-SERVESTATION PROVIDEDBY DECOR SUPPLIERSPECIFICATIONSPROVIDE MILDEW RESISTANTSILICONE SEALANT ALONGBASE OF CORNER GUARD2" x 2" x 48" x 16 GA. S/S ANGLESET IN MASTIC.COUNTERSUNK HEAD S/SSCREWS @ 16" O.C.(TYP)1/2" MR GWB. TO 18" ABOVEFLOOR THEN 1/2" OSB TOABOVE CEILING.FRP BOARDOUTSIDE CORNER QUARRYTILE COVE BASE.OUTSIDE CORNER QUARRYTILE COVE BASE.FRP BOARD2" x 2" x 48" x 16 GA.S/S ANGLE SET INMASTIC.QUARRY TILE COVEBASE, OUTSIDECORNER.COUNTERSUNKHEAD S/S SCREWS@ 16" O.C.(TYP)QUARRY TILE FLOOR SECTION 9B: TILEDIVISION 9: FINISHESGENERAL PROVISIONS1. SCOPE: FURNISH AND INSTALL ALL TILE FLOORS AND WALLS.2. QUALITY CONTROL: ALL TILE MATERIALS AND INSTALLATIONS SHALL CONFORM TO THE RECOMMENDED PRACTICES OF THE TILE COUNCIL OF AMERICA, INC.3. REFER TO THE POPEYES VENDOR DIRECTORY FOR APPROVEDSUPPLIERS.MATERIALS1. USE CERAMIC AND QUARRY TILE AS SHOWN ON FINISH SCHEDULE.2. GROUT:A.JOINTS IN FLOOR WALLS, AND BASE: EPOXY IS REQUIRED -HYDROMENT V-POXY AARII OR APPROVED ALTERNATE HYDROMENTSANDED JOINT FILLER AS MANUFACTURED BY THE UPCO COMPANYOR EQUAL CUSTOM BUILDING PRODUCTS. COLOR AS SHOWN ONFINISH SCHEDULE.3. CONCRETE TILE BACKER BOARD: A. DUROCK NAILABLE CONCRETE BACKER BOARD BY USG INDUSTRIES, INC., 101 S. DR., CHICAGO, IL 60606 ATTN: DEPT. #TOS-585. TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.PERFORMANCE1. INSTALLATION: A. INTERIOR CERAMIC WALL TILE SHALL BE INSTALLED IN ACCORDANCEWITH TILE COUNCIL METHOD W 243 GYPSUM BOARD, LATEX PORTLAND CEMENT BOND COAT WITH HYDROMENT TILE-MATE 710 WITH FLEX-A-LASTIC ADDITIVE. B. INTERIOR FLOOR TILE AND BASE SHALL BE INSTALLED IN ACCORDANCE WITH TILE COUNCIL THIN-SET METHOD F113 DRY SET MORTAR OR LATEX PORTLAND CEMENT MORTAR WITH HYDROMENT TILE-MATE 760 WITH FLEX-A-LASTIC ADDITIVE. IN ALL AREAS EXCEPT KITCHEN & RESTROOMS WHERE SLAB IS DEPRESSED 2" - USE THICK SET METHOD AS DESCRIBED BELOW IN ITEM #2. - SLOPE FLOOR PER FOUNDATION PLAN. C. JOINTS IN FLOOR AND BASE JOINTS IN FLOORS AND BASE IN FOOD PREP, SUPPLY, SALES, UTILITY WASH, AND TOILETS TO BE INSTALLED IN ACCORDANCE WITH THE TILE COUNCIL METHOD OF #115 DRY-SET MORTAR WITH EPOXY GROUT IN LIEU OF CEMENT BASE GROUT. GROUT SHALL BE HYDROMENT U-POXY AARII. ALTERNATE "HYDROMENT JOINT FILLER" BY THE UPCO CO., IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. JOINTS SHALL BE 1/4" WIDE AND COMPLETELY FILLED LEVEL WITH THE SHOULDER OF THE TILE AND THEN TOOLED TO A SMOOTH DENSE FINISH. D. JOINTS IN WALL TILE SHALL BE GROUTED WITH HYDROMENT JOINT FILLER IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND SHALL BE DAMP CURED. THE TILE SHALL BE CLEANED OF SURFACE GROUT AS WORK PROCEEDS USING DRY GROUT AND BURLAP CLOTH.NO ACID CLEANER SHALL BE USED. E. CLEAR SILICONE SEALANT AROUND PERIMETER TILE EDGES WHEN ABUTTING TO OTHER MATERIALS.2. THICK-SET FLOOR INSTALLATION METHOD: (OPTIONAL)THICK-SET FLOOR INSTALLATION IN ACCORDANCE WITH TILE COUNCILMETHOD F112 CEMENT MORTAR MAY BE USED WITH 1/2" SETTING BEDIN LIEU OF THIN-SET METHOD AT THE CONTRACTOR'S OPTION THROUGHOUT, PROVIDING FINISH FLOOR ELEVATIONS REMAIN AS SHOWN AND SLABS ARE DEPRESSED 2" TO COMPENSATE FOR 1 1/2" MINIMUM BED THICKNESS.FOR KITCHEN & RESTROOM AREAS ONLY (SEE ITEM 'C' ABOVE) SEE SHEET S-1 FOR DEPRESSED SLAB LOCATIONS WHERE THIS METHOD ISREQUIRED. SECTION 9E: PAINTINGGENERAL PROVISIONS1. SCOPE: SUPPLY ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE PROPER PAINTING AND FINISHING OF THE BUILDING.MATERIALS1. PAINT BRANDS AND COLORS ARE GIVEN IN THE FINISH SCHEDULE TO SHOW EXACT COLOR REQUIRED. UNSPECIFIED BRANDS OF MATERIALS SUCH AS SHELLAC, TURPENTINE, THINNER, ETC., SHALL BE PURE AND OF THE BEST QUALITY OBTAINABLE. ALL MATERIALS SHALL BE USED WITHOUT ALTERATIONS AND ONLY AS SPECIFIED BY THE PAINT MANUFACTURER.2. PUTTY AND FILLERS SHALL BE AS RECOMMENDED BY THE PAINT MANUFACTURER.3. CAULKING MATERIAL SHALL BE "MONO" ACRYLIC TERPOLYMER SEALANT, WHITE COLOR, BY TREMCO MANUFACTURING CO., CLEVELAND, OH, OR APPROVED EQUAL.PERFORMANCE1. WORKMANSHIP:ALL SURFACES TO BE PAINTED SHALL BE CLEAN AND FREE OF DIRT, DUST, OR GRIT BEFORE PAINTING IS STARTED. PAINTING SHALL NOTBE DONE WHEN THERE IS SWEEPING OR EXCESSIVE DUST IN THE AIR.ALL PITCH STREAKS, RESIN, SPOTS, ETC., SHALL BE CLEANED OF ALLRESIDUE AND TOUCHED UP WITH SHELLAC BEFORE PAINTING. PUTTYALL NAIL HOLES, CRACKS, ETC., IN WOODWORK AFTER THE FIRST COAT IS APPLIED. WHERE THE WOOD DOES NOT DRY TO A UNIFORMSHEEN OVER THE ENTIRE SURFACE, SPOT PRIME THE AREAS THAT INDICATE SUCTION BEFORE APPLYING FINISH COATS. UNDERCOATS OF PAINT SHALL BE TINTED TO A COLOR APPROXIMATING THE FINISHCOATS, WITH ENOUGH VARIATION IN COLOR TO PERMIT VISUAL INSPECTION OF MATERIALS DURING THIS WORK. ALL MATERIALS SHALL BE EVENLY SPREAD AND FLOWED ON WITHOUT RUNS, SAP, OREXCESSIVE BRUSH MARKS. LEVEL 4 DRYWALL FINISH MINIMUM.2. STEEL DOORS, FRAMES, GATES, PIPE GUARDS, LIGHT POLES, EXPOSED SIGN SUPPORTS, GAS PIPES, HANDRAILS, AND OTHER FREE-STANDING METAL ACCESSORIES: A. PRE-PRIMED: TWO (2) ADDITIONAL COATS OF EXTERIOR ENAMEL BENJAMIN MOORE IRON CLAD #163 OVER FINELY-SANDED PRIMER. SEE FINISH SCHEDULE FOR COLOR. B. BARE METAL: TWO (2) COATS BENJAMIN MOORE IRON CLAD #163 OVER TWO (2) COATS FINELY-SANDED METAL PRIMER. SEE FINISH SCHEDULE FOR COLOR. NOTE: GAS PIPE SHALL BE PAINTED ONLY AFTER PRESSURE TESTED.3. ALUMINUM LIGHT POLES:POLES SHALL BE PROVIDED BY HERMITAGE LIGHTING AS A PART OF THEIR LIGHTING PACKAGE. THESE POLES COME PREFINISHED IN DARKBRONZE, AND IS INSTALLED BY THE SITE LIGHTING CONTRACTOR. CONCRETE POLES ARE ALLOWED IF REQUIRED BY THE LOCAL JURISDICTION, AND SHALL BE SEALED OR FINISHED ACCORDING O THE LOCAL CODE. SECTION 9F: PREFINISHED PANELSGENERAL PROVISIONS1. SCOPE:FURNISH AND INSTALL PANELS AND MATCHING TRIM, INTERIORPREFINISHED PANELS, TRIM, CORNER GUARDS, AND ACCESSORIES.2. NOTES: REFER TO NATIONAL ACCOUNT DIRECTORY.MATERIALS1. MARLITE PLANKS AND TRIM, 16" X 8'-0" X 1/4", COLOR AND TEXTURE ASSHOWN ON FINISH SCHEDULE. ADHESIVE: MARLITE BRAND C-375 WATERPROOF ADHESIVE. CAULKING: MARLITE BRAND CAULKING.2. FIBERGLASS REINFORCED PANELS A. MARLITE TYPE 1200 TOS FRP PANELS, 4' X 8' X 0.10". AND MATCHING TRIM, CLASS C/111. (USE 10' LENGTHS FOR CEILINGS > 8') COLOR: SEE FINISH SCHEDULE. ADHESIVE: MARLITE BRAND C-375 WATERPROOF SOLVENT-BASED ADHESIVE. CAULKING: MARLITE SILICONE BRAND SEALANT. B. WHERE REQUIRED BY CODE ONLY, FIRE-RATED FRP PANELS WITH CLASS A/1 ARE AVAILABLE FOR MARLITE.3. STAINLESS STEEL CORNER GUARDS.A.EXTRA DUTY CORNER GUARDS AT OUTSIDE WALL CORNERS IN FOODPREP, POT WASH, AND STORAGE AREAS AS SHOWN SHALL BE STAINLESS STEEL, AND SHALL EXTEND FROM TOP OF TILE BASE TO THE CEILING, WITH CONCEALED FASTENERS, CLEAR CAULKACCEPTABLE MANUFACTURER:PROVIDE ALL CORNER GUARDS FROM A SINGLE SOURCE.MATERIALS:STAINLESS STEEL: CORNER GUARDS SHALL BE MANUFACTUREDFROM TYPE 304, 16 GAUGE STAINLESS STEEL.MARLITE PANELS:PERFORMANCE1. INSTALL MARLITE PANELS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. APPLY MATCHING TRIM BEFORE INSTALLING PANELS. FLUE UP PANELS ON GYPSUM BOARD, SETTING ALL PANELS INTO TRIM IN A BED OF CLEAR CAULK. USE MARLITE SOLVENT-BASED ADHESIVE C-375 OR EQUAL APPROVED BY MANUFACTURER. DO NOT APPLY WHEN TEMPERATURE IS LESS THAN 40 DEGREES F. CAULK AROUND ALL JOINTS, TRIM, AND ABUTTING EDGES WITH CLEAR SILICONE. SECTION 9G: LAMINATE WALLS1. FURNISH AND INSTALL PANELS PER MANUFACTURES INSTALLATION REQUIREMENTS. REFER TO FINISH SCHEDULE.2. APPLY LAMINATE TO 1/2" PLYWOOD SUBSTRATE AND ADHEREPANELS WITH MANUFACTURER'S RECOMMENDED GLUE AND ANCHORS.3. ALL JOINTS TO BE BUTTED TOGETHER.PROVIDE MILDEW RESISTANTSILICONE SEALANT ALONGBASE OF CORNER GUARD1. SCOPE: FURNISH AND INSTALL EXPOSED WOOD TRIM, MILLWORK,CASEWORK, WOOD CABINETS, PLASTIC LAMINATES, AND WOOD SHELVING.A. MOISTURE CONTENT: FINISH WOODWORK MATERIALS SHALL BE KILNDRIED TO THE FOLLOWING MOISTURE CONTENT UNLESS OTHERWISERECOMMENDED IN THE APPLICABLE "QUALITY STANDARDS" FOR REGIONALCLIMATE CONDITIONS:INTERIOR WOODWORK - 6% TO 11%EXTERIOR WOODWORK - 9% TO 12%B. FIELD MEASUREMENTS: ALL DIMENSIONS AFFECTING PREFABRICATEDMILLWORK AND CASEWORK ITEMS SHALL BE FIELD VERIFIED PRIOR TOFABRICATION.C. CONDITIONS: PROVIDE PROPER TEMPERATURE AND HUMIDITYREQUIREMENTS FOR WOODWORK INSTALLATION AREAS. INSTALLWOODWORK AFTER THE REQUIRED TEMPERATURE AND RELATIVEHUMIDITY HAVE BEEN STABILIZED IN INSTALLATION AREAS. MAINTAINTEMPERATURE AND HUMIDITY CONDITIONS UNTIL ACCEPTANCE OF THEWORK BY THE OWNER.3. QUALITY CONTROL: WOODWORK SHALL COMPLY WITH ARCHITECTURALWOOD WORK INSTITUTE (AWI) "QUALITY STANDARDS" EXCEPT WHEREOTHERWISE NOTED.4. SUBMISSIONS: SUBMIT FOUR (4) COPIES OF SHOP DRAWINGS OF ALLCABINETWORK AND MILLWORK ITEMS TO OWNER.1. WOOD TRIM: PROVIDE BIRCH AS INDICATED ON THE FINISH SCHEDULEIN AWI CUSTOM GRADE I PLAIN SAWN WOOD. FABRICATE WOOD TRIM TODIMENSIONS, PROFILE AND DETAILS SHOWN. ROUTE OR GROOVE REVERSESIDE OF TRIM MEMBERS WIDER THAN 4" TO BE APPLIED TO FLAT SURFACESEXCEPT FOR MEMBERS WITH ENDS EXPOSED IN THE FINISHED WORK.SECURE WITH FINISH NAILS STAGGERED AND COUNTER SINK, WITH PUTTYTO MATCH WOOD COLOR. MITER OUTSIDE CORNER AND CONTINUOUSJOINTS. FINISH WITH ONE (1) COAT OF MINWAX PASTE WOOD FILLER ANDTWO (2) COATS MINWAX POLYURETHANE FINISH LOW LUSTER.2. WOOD PANELING: REFER TO FINISH SCHEDULE FOR MATERIALSELECTION. INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. FINISHWITH ONE (1) COAT OF MINWAX PASTE WOOD FILLER AND TWO (2) COATSMINWAX POLYURETHANE FINISH LOW LUSTER.3. CABINETS, COUNTERTOPS, AND OTHER MILLWORK: COMPLY WITH AWIQUALITY STANDARDS FOR CUSTOM WORK.A. PLYWOOD: EXPOSED PAINTED - MDO MEDIUM DENSITY OVERLAYCONCEALED - B-C PLYWOOD EXPOSED STAINED - 3/4" BIRCH VENEERPLYWOOD EDGE BAND EXPOSED PLYWOOD EDGES WITH CLEAR WOODTRIM AND CONCEALED WITH FASTENERS.C. PLASTIC LAMINATE: PROVIDE PLASTIC LAMINATE OF THEMANUFACTURER, COLOR, TEXTURE, AND PATTERN AS SHOWN ON FINISHSCHEDULE.4. HARDWARE: ADJUSTABLE SHELF HARDWARE SHALL BE KNAPE ANDVOGT, WALL MOUNTED SHELF STANDARDS WITH HEAVY DUTY BRACKETSAS SHOWN. FINISH ANOCHROME. SECTION 6B: FINISH CARPENTRYDIVISION 6: WOODSPECIFICATIONSGENERAL PROVISIONSMATERIALS2. NOTES:B. WOOD TRIM: FINISH WITH ONE (1) COAT OF MINWAX PASTE WOODFILLER AND TWO (2) COATS MINWAX POLYURETHANE FINISH LOW LUSTER.FSFLOOR SINKCOHDCLEANOUTHUB DRAIN---FDFLOOR DRAIN-SYMBOL LEGEND:GENERAL NOTES1.SEE FIXTURE SCHEDULE IN PLUMBING DRAWINGS FOR FLOOR SINK/DRAIN TYPES.2.CONTRACTOR TO COORDINATE EXACT LOCATION & TYPE OF ALL REQUIRED DRAINSWITH PLUMBING DRAWINGS AND EQUIPMENT ROUGH-IN DIAGRAMS. VERIFY WITHEQUIPMENT SUPPLIER.3.FINISH FLOOR TO BE SLOPED TO FLOOR DRAINS AT KITCHEN/RESTROOM AREA.CONTRACTOR TO VERIFY EXACT TOP ELEVATION OF ALL PLUMBING FIXTURES PRIORTO CONSTRUCTION.4.SEE EQUIPMENT DRAWINGS FOR CORE DRILLED LOCATION FOR THE QUEUE LINE, LOWWALL AND TABLE BASE POSTS.5.EXTERIOR DIMENSIONS START FROM EDGE OF FOUNDATION.6.SEE DECOR DRAWINGS FOR SPECIFIC FLOOR FINISHES.4. SIGN POLES:SIGN POLES SHALL BE PRIMED AND PAINTED WITH TWO COATS.REFER TO FINISH SCHEDULE FOR FINISH.PLAN KEY NOTES1.PORCELAIN TILE. SEE DECOR DRAWINGS FOR MORE INFORMATION.2.QUARRY TILE FOR ALL KITCHEN/OFFICE AND FOOD PREP AREAS SIZE AND COLOR PERPOPEYES STANDARDS. QUARRY TILE WALL BASE TO BE 6" HIGH MINIMUM AND INCLUDECOVE BASE.3.QUARRY TILE FOR WALK-IN BOX PER POPEYES STANDARDS TO MATCH KITCHEN TILE.QUARRY TILE WALL BASE TO BE 6" HIGH MINIMUM AND INCLUDE COVE BASE.4.FREEZER FLOOR SUPPLIED BY WALK-IN BOX MANUFACTURER. FREEZER FLOOR TO SITON TOP OF FLOOR TILE.A22ELEVATION VIEW3"=1'-0"KITCHEN CORNER GUARDA23ISOMETRIC VIEW3"=1'-0"KITCHEN CORNER GUARDFLOOR PENETRATION &FINISH PLAN01/08/2021A2CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597 A21FLOOR PENETRATION/FINISH PLAN1/4"=1'-0"
9'-4" A.F.F.CEILING HT. AT B.O.HBRACING @ 24" o.c.ROOF TRUSS - SEESTRUCTURAL DWGS.GWB CEILING. PAINT PERDECOR DWGS.MENU BOARDFOR MOUNTINGREFER TO DWG. A129'-4" A.F.F.CLG HT AT FRT COUNTER7'-0" A.F.F.B.O. BULKHEADSTAINLESS STEELTRIM CAP BY G.C.9'-4" A.F.F.CEILING HT. AT DINING FACE OF BULKHEADFINISH PER DECORDWGS.J-BOXFRP(REFER TO DETAIL 2/A12FOR DATA AND POWERLOCATIONS)LAY-IN CEILINGTILES AS SCHED.CEILING JOIST PERSTRUCTURAL DWGS.BRACING PERSTRUCTURAL DWGS.ROOF TRUSS - SEESTRUCTURAL DWGS.LAY-IN CEILING TILES ASSCHED.CEILING JOIST PERSTRUCTURAL DWGS.GWB CEILING. PAINT PERDECOR DWGS.RECESSEDLIGHTFIXTURECANOPYLINE OFLIGHTING BY W.I.B MFR.ELEC. HOOK UP & BULBSBY G.C.J-BOX FORSPEAKER AT14'-6"AT 10'-4"J-BOX FOR SPEAKERGOOSENECKLIGHTINGTYP.J-BOX FORSPEAKER AT 14'-6"L1CL1CL1CL1CDDDGENERAL PROVISIONS1.SCOPE: FURNISH AND INSTALL ACOUSTICAL TILE PANELS WITH MANUFACTURER'SSUSPENSION SYSTEM.PERFORMANCE1.INSTALLATION: GRID SHALL BE INSTALLED AS SHOWN AND IN STRICT ACCORDANCEWITH MANUFACTURER'S INSTRUCTIONS. LEVEL ACCURATELY AND HANG FROM #9 GAUGEANNEALED WIRE NOT OVER 4' ON CENTERS. PROVIDE HOLD-DOWN CLIPS. COOPERATE INFITTING AROUND AIR CONDITIONING AND VENTILATION OUTLETS. TRY TO AVOID FITTINGRECESSED LIGHT FIXTURES WITHIN 3" OF EDGE OF TILE.SECTION 9C: SUSPENDED CEILINGDIVISION 9: FINISHESSPECIFICATIONSNOTE: CEILING GRID#2 TO BEINSTALLED CENTERED ABOVEDINING ROOM SPACERCP KEY NOTES1.CONTRACTOR SHALL PROVIDE AND INSTALL STAINLESS STEEL CEILING PANELS (20GAUGE) AT HOOD AREA. INSTALLATION SHALL EXTEND A MINIMUM 18" BEYOND THEEDGE OF THE HOOD, UNLESS SPECIFIED OTHERWISE.2.INSTALL A STAINLESS STEEL CAP ALONG THE BOTTOM EDGE OF THE BULKHEAD TO AHEIGHT OF 3" UP THE SIDES.3.PAINT THE GWB CEILING AS SPECIFIED IN THE DECOR DRAWINGS.4.GC SHALL COORDINATE THE INSTALL OF THE MENU BOARD WITH SICOM AT THELOCATION SHOWN. COORDINATE WITH THE POPEYES CONSTRUCTION MANAGER ANDSICOM FOR INSTALLATION TIMELINES AND REQUIREMENTS.5.LIGHT FIXTURE BY THE CANOPY MANUFACTURER. CONTACT THE MANUFACTURER TOVERIFY ELECTRICAL REQUIREMENTS.6.MEN AND WOMEN RESTROOM LIGHTING LAYOUT AND DIMENSIONS ARE SIMILAR.7.WOODWORKS LINEAR VENEERED PANELS BY SUSPENDED CEILING MANUFACTURER.WALL PAK LIGHTMOUNT NO LOWER THAN 8'INTERIOR SPEAKERMECH. - RETURN AIREMERGENCY LIGHT W/ EXIT SIGN2 X 4 COMMERCIAL LED TROFFERMECH. - SUPPLY1 X 4 FLUORESCENT FIXTURESIGN / ACCENT LIGHTEXTERIOR SPEAKERCANOPY SOFFIT LIGHTSYMBOL LEGEND:GRID SPECIFICATIONTILE SPECIFICATIONCEILING HEIGHT AFFCENTER BOOTH LIGHTPENDANT LIGHTCAN LIGHTWALL SCONCE LIGHT(SUPPLIED BY SIGN SUPPLIER)(WALK IN COOLER/FREEZER)MECH. - DIFFUSED SUPPLY1.PLEASE CONTACT DAVID JACKSON AT HERMITAGELIGHTING FOR INFORMATION ON THE APPROVEDLIGHTING PACKAGE, AND PRICING TEL. (800) 264-33832.NO SUBSTITUTION ALLOWED FOR SPECIFIED LIGHTFIXTURES.3.ONLY APPROVED VENDORS ARE ALLOWED TO BEUSED FOR PURCHASING POPEYES LOUISIANAKITCHEN BRAND PRODUCTS.GENERAL NOTES1.CEILING GRID SHALL BE SUPPORTED FROM STRUCTURAL MEMBERS ONLY. GRID SHALLNOT BE SUPPORTED FROM OTHER TRADES WORK.2.COORDINATE GRID INSTALLATION WITH LOCATION OF MECHANICAL EQUIPMENT ASINDICATED ON MECHANICAL DRAWINGS.3.HANGER WIRES FOR GRID SHALL BE INSTALLED AT NOT MORE THAN 48" O.C. AND ATEACH CORNER OF LAY-IN LIGHT FIXTURES. SEE ELECTRICAL DRAWINGS FOR FIXTURELOCATIONS.4.CEILING GRID SHOULD BE CENTERED AT DINING ROOM.5.ALL LIGHT FIXTURES WHERE EXPOSED FOOD AND CLEAN EQUIPMENT OR UTENSILSWILL BE EXPOSED, SHALL HAVE SHATTERPROOF LAMPS IF FIXTURE IS NOT LENSED.MATERIALSGRID115/16" DBL. WEBB HOT DIPPED GALV. STEEL TEE, ALUMINUM CAP #ZXA BY U.S.G.-COLOR: WHITEACOU1U.S.G. SHEETROCK BRAND LAY-IN CEILING TILE -"CLIMAPLUS" #3270, WHITE VINYL 24"x48"x1/2"GRID2DX26 15/16" EXPOSED GRID SYSTEM, ALUMINUM CAP #ZXA BY U.S.G. -COLOR: WHITE.ACOU2U.S.G. "RADAR CLIMAPLUS" # 2220, STL EDGES, 24"x24"x 5/8", WHITEACOU2[OPTIONAL] U.S.G. "RADAR CLIMAPLUS" # 2420, STL EDGES, 24"x48"x5/8", WHITEGPBD11/2" WMR GYPSUM BOARD SURFACE, WHITE: JOINTS FILLED AND SMOOTHED, PRIMED BEFORE PAINTING, NO TEXTURINGNOTES:MANUFACTURERS AND COLORS SHALL BE AS SPECIFIED. SUBSTITUTIONS WILL NOT BEACCEPTED. PAINT TO BE APPLIED IN ACCORDANCE WITH MANUFACTURES TECHNICALDATA SHEETS.EMERGENCY EXIT SIGNEMERGENCY LIGHTD12 GA. VERT. HANGER@ 4'-0" O.C. ADJ.HANGER SIZE ANDLOADING PER CODE.EDGE TREATMENTSEISMIC BRACINGMAIN RUNNER12 GA. SPLAYWIRE IN PLANEOF EACH RUNNERCOMPRESSION POST @12'-0" O.C. E.W. ANGLE 6'-0"FROM ALL CEILINGTERMINATIONSPROVIDE 3/4" MIN.CLEARANCE AT OPP.WALLSATTACH TEES ATSTARTING AND ONEADJACENT WALL ONLY3 TURNS MIN.TYP.F.O. WALL2" PERIMETERCLOSUREANGLECEILING TILECROSSRUNNER8"MAX.SUSPENDED CEILING SYSTEM TO COMPLY WITH:NORTHWEST WALL & CEILING BUREAU DOCUMENT 401.ASTM C 635, ASTM C 636, ASTM E580, SECTION 5 - SEISMIC DESIGNCATEGORIES D,E, AND F OF ASCE 7-10.ACOUSTICAL TILE OR LAY-IN PANEL CEILINGS SHALL ALSO COMPLY WITHTHE FOLLOWING:A. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE SHALL BE NOTLESS THAN 2". IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE ENDOF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE.THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A .75"CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TOSLIDE UPON A CLOSURE ANGLE OR CHANNEL.B. FOR CEILING AREAS EXCEEDING 2,500 SQUARE FEET, A SEISMICSEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THECEILING INTO AREAS LESS THAN 2,500 SQUARE FEET EACH WITH A RATIOOF THE LONG SHORT DIMENSION LESS THAN OR EQUAL TO 4, SHALL BEPROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THECEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCESTHAT DEMONSTRATE THAT CEILING PENETRATIONS AND CLOSUREANGLES OR CHANNELS PROVIDE SUFFICIENT CLEARANCE TOACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREASHALL BE PROVIDED WITH CLOSURE ANGLES OR CHANNELS INACCORDANCE WITH SECTION 13.5.6.2.2.A AND HORIZONTAL RESTRAINTSOR BRACING. SECTION 13.5.6.2.2.3/4"4
5
MA
X
.CODE REQUIREMENTSHANGARATTACMENTRUNNERA32SECTION @ MENUBOARD & SALES COUNTER BULKHEAD3/4"=1'-0"A31REFLECTED CEILING PLAN1/4"=1'-0"REFLECTED CEILINGPLAN01/08/2021A3CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597A33CEILING BRACINGNO SCALE
GAS LINEREFER TO MECH.FOR LOCATIONP.T. BLOCKINGGALVANIZED STRAPSIZE PER PIPELAP SEALANT2-PIECE BASELAP OF UNCUREDFORMFLASHLAP SEALANT14 GA. METALSLEEVE FASTENEDTO DECKSEALANTINSULATED STACKMETAL HOODDECKINGDECKINGC.L. OF PIPERIGIDINSULATIONMECH. FASTENEDMEMBRANE ROOFLAP SEALANTSTAINLESS STEELCLAMP RINGWATER CUTOFF MASTIC12" TO 612" DIA.PIPE SIZEPREMOULDEDPIPE BOOTDECKINGVOID CLOSUREMECH. FASTENEDMEMBRANE ROOFLAP SEALANTPOURABLESEALANTPENETRATION ASREQ'DBATT INSULATIONMULTIPLE MEMBRANE STRIPPINGPLIES FEATHERED AT FIELD OF ROOFBY ROOFING CONTRACTOR.PRIME FLANGE BEFORE STRIPPINGPREFABRICATED FORMED 0.06" THICK ALUM.FLASHING ROUND COLLAR WITH MIN. 3"WIDE FLANGE.ATTACH TO ROOF PER MANUFACTURER'SINSTRUCTIONS.CONDUIT-TYPSEAL-OFFFITTING-TYPSTAINLESS CLAMP-TYP.PREFABRICATED RUBBER BOOTCAP WITH GRADUATED STEPS &WEATHERPROOF PRESSURE SEALTO COLLARROOF MEMBRANESEALANT AT PENETRATION TOMEMBRANE JUNCTURE BYROOFING CONTRACORCONDUIT CLAMPSIZE AS REQ'DLOCKING SQUARE WASHER &LOCKNUTANCHORWATER CUT-OFF MASTICCOMPATIBLE WITHROOF MEMBRANECONDUIT CLAMPSIZE AS REQ'DINTEGRAL GALV.LIPPED STEELMOUNTING CHANNELANCHOR NOTE:1. MAINTAIN A MINIMUM CLEARANCE OF 12" ON ALL SIDES OF ROOF PENETRATIONFROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING.2.FLANGES OF ADJACENT FLASHINGS SHALL NOT BE CUT OR OVERLAPPED.3. COORDINATE FLASHING INSTALLATION WITH ROOFING CONTRACTOR TO ENSUREPROPER METHODS & MATERIALS ARE USED TO MAINTAIN ROOF WARRANTY.BLOCKINGSLOPE 3/8" PER FT.COOLER/FREEZER CONDENSING UNITS.UNIT SUPPLIED BY WALK-IN MFR.INSTALLATION AND HOOK UPS TO BESUPPLIED BY GC.WALKWAY PAD IF SINGLEPLY ROOF BY ROOFINGMFR., TYP.PVC SWEEPSEE 6/A14PRIMARY AND SECONDARY ROOFDRAINS PER 2015 UPC SECTION1101.12.WALKWAY PADS BYROOFING MFR., TYP.EF-2NOTE:MAINTAIN A MINIMUM 10' - 0''CLEARANCE FROM EXHAUST TO ALLFRESH AIR INTAKES (TYPICAL)3" VTR4" VTRICE MACHINE CONDENSING UNITON STAND. UNIT SUPPLIED BYKES. INSTALLATION AND HOOKUPS TO BE SUPPLIED BY GC,TYP.ROOF HATCHBILCO TYPES-50TEF-3EF-4RTU-3RTU-1RTU-2EF-1CRICKETCRICKETCRICKETCRICKETCRICKETSL.T.O. PARAPET19'-2" AFFT.O. PARAPET20'-6" AFFT.O. PARAPET19'-2" AFFSLOPET.O. PARAPET19'-2" AFFT.O. PARAPET19'-2" AFFAREA AAREA BT.O. PARAPET21'-10" AFFSLOPESLOPE
T.O. PARAPET19'-2" AFFSLOPE
PARAPET BRACING PERSTRUCTURALCRICKETPARAPET BRACING PERSTRUCTURALSL.S
L
.METAL CANOPY, TYP.CRICKETNOTE:WHERE CONTINUOUS INSULATION BOARD ISINSTALLED USING 2 OR MORE LAYERS, THE EDGEJOINTS BETWEEN EACH LAYER OF INSULATIONSHALL BE STAGGEREDNOTE:ROOF TOP EQUIPMENT CURBS SHALL BE INSULATED TOA MINIMUM OF R-13NOTES:ROOFING SYSTEM SHALL BE WHITE SINGLE-PLY ROOFMEMBRANE AS MANUFACTURED BY:1) DUROLASTROOFING TO BE APPLIED OVER INSULATION BOARD INACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.A41ROOF PLAN1/4"=1'-0"ROOF PLAN &DETAILSA48GAS PIPING DETAILA44TYPICAL FRAMING DETAIL AT END OF PARAPET1-1/2"=1'-0"A42VENT/SWEEP ROOF PENETRATION DETAIL1-1/2"=1'-0"01/07/2021A4CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597A43CONDUIT ROOF PENETRATION1-1/2"=1'-0"A47PITCH POCKET DETAIL1-1/2"=1'-0"A46HOT GAS VENT PIPE DETAIL1-1/2"=1'-0"A45PIPING OR VENT FLASHING1-1/2"=1'-0"ROOF DRAIN NOTES:ROOF AREA A: 875 S.F.ROOF AREA B: 1,299 S.F.TOTAL PROJECTED ROOF AREA: 2,174 S.F.RAINFALL: 1"/HOURPRIMARY AND SECONDARY DRAINS AND VERTICAL LEADERS SERVINGBOTH ROOF AREAS TO BE 2" DIA. MIN. PER 2015 UPC TABLE 1101.12.HORIZONTAL PIPING (FLOW 1/8" PER FT. SLOPE MIN.) SERVING BOTHROOF AREAS TO BE 3" DIA. MIN. PER 2015 UPC TABLE 1101.8.
1.0 SUBMITTALSSPECIFICATIONS:DIVISION 7: THERMAL AND MOISTUREPROTECTIONSECTION 7C: SHEET METAL WORKGENERALPROVISION1. SCOPE: FURNISH AND INSTALL GRAVEL STOPS, FLASHING, PARAPET CAP,DOWNSPOUTS, AND GUTTERS.A. ROOFING MEMBRANE FLASHING IS INCLUDED IN SECTION7B: MEMBRANE ROOFING.MATERIALS1. MATERIALS SHEET METAL: .032 ALUMINUM.2. NAIL FASTENERS: 1 3/4" X 11 GAUGE GALVANIZED, STAINLESS STEEL, ORALUMINUM ROOFING NAILS MAY BE USED FOR FASTENERS INTO WOOD WHENCONCEALED ONLY.3. WASHERS: NEOPRENE4. SCREW FASTENERS: CORROSION-RESISTANT, SELF-TAPPING, HEX HEADSCREW, 1/4" MINIMUM DIAMETER WITH SUFFICIENT LENGTH TO PENETRATE 1"MINIMUM INTO WOOD OR 1/2" MINIMUM INTO STEEL. PROVIDE NEOPRENESEALING WASHER FOR EXPOSED FASTENING.PERFORMANCE1. INSTALLATION: EXPOSED FLASHINGS SHALL BE PAINTED TO MATCHADJACENT MATERIALS. VERIFY WITH POPEYES' CONSTRUCTION MANAGER.SECTION 7D: STANDING SEAMCANOPYPART 1 - GENERALA. SUBMIT FOR APPROVAL SAMPLES, SHOP DRAWINGS,PRODUCT DATA.QUALITY ASSURANCEA. COMPLY WITH GOVERNING CODES AND REGULATIONS.PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERSWHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICEFOR THREE YEARS. USE EXPERIENCED INSTALLERS.DELIVER, HANDLE, STORE MATERIALS IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS.WARRANTYMETAL ROOF SYSTEM MANUFACTURER, UPON FINALACCEPTANCE FOR PROJECT, FURNISH A WARRANTYCOVERING BARE METAL AGAINST RUPTURE, STRUCTURALFAILURE AND PERFORATION DUE TO NORMAL ATMOSPHERICCORROSION EXPOSURE FOR A PERIOD OF 20 YEARS.PART 2 - PRODUCTS (UC-4 SERIES, AS MANUFACTURED AND SPECIFIED BYUNA-CLAD., METAL ROOF SYSTEMS.)2.0 MATERIALSA. METAL ROOF SYSTEM PROFILE: 1. UC-4 "NO CLIP", 1 1/2" HIGH BATTENS x 12" RIB TO RIB.(SMALL BATTEN-SB) 2. CONCEALED FASTENERB. GAUGE: 1. .026 GAUGE - STEELC. TEXTURE: 1. SMOOTH.D. FINISH: 1. PREMIUM FLUOROCARBON COATING PRODUCED WITHKYNAR 500 OR HYLAR 5000 RESIN (20 YEAR WARRANTY.)E. MANUFACTURER: 1. UNA-CLAD OR EQUAL.PART 3 - EXECUTION3.0 INSTALLATIONA. COMPLY WITH SMACNA SHEET METAL MANUALRECOMMENDATIONS. COMPLY WITH ACCESSORYMANUFACTURERS' INSTRUCTIONS AND RECOMMENDATIONS.COORDINATE INSTALLATION WITH ROOFING SYSTEM TOENSURE WEATHERTIGHT PERFORMANCE.B. ANCHOR SECURELY TO STRUCTURE TO WITHSTANDINWARD AND OUTWARD LOADS.C. ISOLATE DISSIMILAR METALS TO PREVENT GALVANICCORROSION.DIVISION 9: FINISHESSECTION 9G: EIFSPART 1 GENERAL1.01 DESCRIPTIONA. DESIGN REQUIREMENTS: THE STRUCTURAL WALL SYSTEMTO WHICH THE EIFS IS ATTACHED SHALL MEET L/240 MAXIMUMALLOWABLE DEFLECTION CRITERIA AND APPLICABLE BUILDINGCODE REQUIREMENTS.1.02 SUBMITTALSA. SUBMIT SAMPLES FOR APPROVAL AS DIRECTED BYOWNER.1.03 DELIVERY, STORAGE ANDHANDLINGA. ALL EIFS MATERIALS SHALL BE DELIVERED IN THEIRORIGINAL SEALED CONTAINERS BEARING MANUFACTURER'SNAME AND IDENTIFICATION OF PRODUCT WITH WRITTENAPPLICATION INSTRUCTIONS AND APPROPRIATE HEALTH,HAZARD, AND SAFETY DATA.B. ALL EIFS READY-MIXED MATERIALS SHALL BE PROTECTEDFROM EXTREME HEAT, SUN AND FROST. FACTORYPROPORTIONED BAGGED MATERIALS SHALL BE STORED OFFTHE GROUND AND PROTECTED FROM MOISTURE.1.04 JOB CONDITIONSA. ALL EIFS MATERIALS SHALL NEVER BE APPLIED IF AMBIENTAND SURFACE TEMPERATURES CANNOT BE KEPT ABOVE 40° FDURING APPLICATION AND DRYING PERIOD. FORINSTALLATION IN TEMPERATURES LESS THAN 40° FSUPPLEMENTARY HEAT SHALL BE PROVIDED. THE INSTALLEDEIFS MATERIALS SHALL BE PROTECTED FROM EXPOSURE TORAIN AND FREEZING UNTIL DRY.C. AFTER SATISFACTORY INSPECTION OF SURFACES ANDCORRECTION OF ANY DEVIATIONS FROM SPECIFICATIONREQUIREMENTS, THE EIFS INSTALLATION MAY BEGIN PERMANUFACTURER'S INSTRUCTIONS.D. THE STARTER STRIP OF MESH SHALL BE WIDE ENOUGH TOADHERE 4" OF MESH ONTO THE WALL, BE ABLE TO WRAP AROUND THEBOARD EDGE AND COVER APPROXIMATELY 4" ON THE OUTSIDESURFACE OF THE BOARD. THIS "BACKWRAP" PROCEDURE SHALL BEFOLLOWED AT ALL EXPOSED BOARD EDGES IN ACCORDANCE WITHDETAILS (EXAMPLE-WINDOW AND DOOR HEADS AND JAMBS).ALL AREAS WHERE THE EIFS MEETS DISSIMILAR MATERIAL ORTERMINATES (FOR EXAMPLE, WINDOW AND DOOR FRAMES) SHALLHAVE THE INSULATION BOARD CUT BACK FROM THE ADJOININGMATERIAL A MINIMUM OF 1/4" TO FORM AN ISOLATION JOINT.E. APPLY THE ADHESIVE TO THE BACK OF THE INSULATION BOARD.STAGGER VERTICAL JOINTS AND INTERLOCK BOARDS AT ALL INSIDEAND OUTSIDE CORNERS. APPLY FIRM PRESSURE OVER ENTIRESURFACE OF THE BOARDS TO INSURE UNIFORM CONTACT. BOARDSSHALL BRIDGE SHEATHING JOINTS BY A MINIMUM OF 8". ALL BOARDJOINTS SHALL BE BUTTED TIGHTLY TOGETHER TO ELIMINATE ANYTHERMAL BREAKS IN THE EIFS. CARE MUST BE TAKEN TO PREVENTANY ADHESIVE FROM GETTING BETWEEN THE JOINTS OF THEBOARDS. ALL OPEN JOINTS IN THE INSULATION BOARD LAYER SHALLBE FILLED WITH SLIVERS OF INSULATION OR AN APPROVED SPRAYFOAM.F. NAILS, SCREWS, OR ANY OTHER TYPE OF NONTHERMALMECHANICAL FASTENER SHALL NOT BE USED.G. EXPANSION JOINTS ARE REQUIRED IN THE EIFS WHERE THEYEXIST IN THE SUBSTRATE, WHERE THE EIFS ADJOINS DISSIMILARCONSTRUCTION, AND AT FLOOR LINES IN MULTILEVEL WOOD FRAMECONSTRUCTION. THE EIFS SHALL TERMINATE AT THE EXPANSIONJOINT TO PROVIDE APPROPRIATE JOINT SIZE (SEE DETAILS) AND ALLBOARD EDGES SHALL BE COATED WITH APPROPRIATE GROUND COATAND MESH IN ACCORDANCE WITH STANDARD "BACKWRAPPING"PROCEDURE. APPROPRIATE SEALANT/PRIMER AND BACKER SHALL BEINSTALLED AFTER GROUND COAT IS FULLY DRY TO PREVENT ANYWATER FORM GETTING INTO OR BEHIND THE SYSTEM.H. USE OF PLASTIC OR METAL CORNER BEADS, STOPBEADS, ETC., ISFORBIDDEN.I. APPLY APPROPRIATE GROUND COAT OVER THE INSULATION BOARDWITH PROPER SPRAY EQUIPMENT OR A STAINLESS STEEL TROWEL TOA UNIFORM THICKNESS OF APPROXIMATELY 1/16". WORKHORIZONTALLY OR VERTICALLY IN STRIPS OF 40", AND IMMEDIATELYEMBED STANDARD REINFORCING MESH INTO THE WET GROUND COAT.THE MESH SHALL BE DOUBLE WRAPPED AT ALL CORNERS ANDOVERLAPPED NOT LESS THAN 2-1/2" AT MESH JOINTS.AVOIDWRINKLES IN THE MESH. THE FINISH THICKNESS OF THE GROUNDCOAT SHALL BE SUCH THAT THE MESH IS FULLY EMBEDDED. ALLOWGROUND COAT TO THOROUGHLY DRY BEFORE APPLYING PRIMER ORFINISH.J. DUPLICATE INSTALLATION PROCESS NOTED IN 3.01 M USINGSTANDARD MESH CREATING SECOND MESH LAYER AND ADDITIONALIMPACT RESISTANCE. ALLOW TO DRY BEFORE APPLICATION OFEITHER STO PRIMER (OPTIONAL) OR STO FINISH.K. IF A PRIMER IS USED, APPLY WITH BRUSH, ROLLER OR PROPERSPRAY EQUIPMENT OVER CLEAN, DRY GROUND COAT AND ALLOW TODRY THOROUGHLY BEFORE APPLYING FINISH. P. APPLY FINISHDIRECTLY OVER THE GROUND COAT (OR PRIMED GROUND COAT)ONLY AFTER THE GROUND COAT/PRIMER HAS THOROUGHLY DRIED.THE FINISH SHALL BE APPLIED BY SPRAYING, ROLLING OR TROWELINGWITH A STAINLESS STEEL TROWEL, DEPENDING ON FINISH SPECIFIED.GENERAL RULES FOR APPLICATION OF FINISHES ARE AS FOLLOWS:1. USE A CLEAN, RUST-FREE, HIGH-SPEED MIXER TOTHOROUGHLY STIR THE FINISH TO A UNIFORM CONSISTENCY(SMALL AMOUNTS OF CLEAN WATER MAY BE ADDED TO AIDWORKABILITY).2. AVOID APPLICATION IN DIRECT SUNLIGHT.3. APPLY FINISH IN A CONTINUOUS APPLICATION, ALWAYSWORKING TO A WET EDGE.4. WEATHER CONDITIONS AFFECT APPLICATION AND DRYINGTIME. HOT OR DRY CONDITIONS LIMIT WORKING TIME ANDACCELERATE DRYING AND MAY REQUIRE ADJUSTMENTS INTHE SCHEDULING OF WORK TO ACHIEVE DESIRED RESULTS;COOL OR DAMP CONDITIONS EXTEND WORKING TIME ANDRETARD DRYING AND MAY REQUIRE ADDED MEASURES OFPROTECTION AGAINST WIND, DUST, DIRT, RAIN AND FREEZING.5. AESTHETIC "U"-GROOVES MAY BE DESIGNED INTO THESYSTEM. (A MINIMUM OF 3/4" INSULATION BOARD MUST BELEFT AFTER ANY GROOVES ARE CUT).6. "R" (RILLED TEXTURE) FINISHES MUST BE FLOATED WITH APLASTIC TROWEL TO ACHIEVE THEIR RILLED TEXTURE.7. AVOID INSTALLING SEPARATE BATCHES OF FINISHSIDE-BY-SIDE.8 . APPLY FINISH COLOR TO EIFS MIX AND APPLY TO WALL.COLOR TO MATCH EXTERIOR FINISH SCHEDULE COLORS.L. EXTERIOR INSULATION AND FINISH TEXTURE SYSTEM: APPLY HIGHIMPACT SYSTEM ADJACENT TO DOORS FOR ADDITIONAL IMPACTRESISTANCE, USING INTERMEDIATE MESH. USE THE STANDARDSYSTEM SPECIFICATIONS AT ALL OTHER LOCATIONS.A. PROVIDE MANUFACTURERE'S STANDARD LABOR ANDMATERIAL WARRANTY.1.11 WARRANTYPART 2 PRODUCTS2.01 MANUFACTURERSA. DRYVIT SYSTEMS, INC.2.02 ADHESIVESA. DISPERSION ADHESIVE - NONCEMENTITIOUS, ACRYLICBASED ADHESIVE.A. NOMINAL 1.0 lb/cubic feet (16 kg/cubic meter) EXPANDEDPOLYSTYRENE (EPS) INSULATION BOARD IN COMPLIANCE WITHASTM C 578 TYPE I REQUIREMENTS, AND EIMA GUIDELINESPECIFICATION FOR EXPANDED POLYSTYRENE (EPS)INSULATION BOARD.2.03 INSULATION BOARD2.04 BASECOATA. ONE-COMPONENT POLYMER MODIFIED CEMENTITIOUSBASE COAT WITH FIBER REINFORCEMENT AND LESS THAN 33%PORTLAND CEMENT CONTENT BY WEIGHT.2.05 REINFORCING MESHESA. STANDARD MESH 1. MESH - NOMINAL 4.5 oz/sq.yd. (163 g/sq.meter),SYMMETRICAL, INTERLACED OPEN-WEAVE GLASS FIBERFABRIC MADE WITH MINIMUM 25 PERCENT BY WEIGHTALKALINE RESISTANT COATING FOR COMPATIBILITY WITHDRYVIT MATERIALS.B. HIGH IMPACT MESH 1. INTERMEDIATE MESH (MESH C) - NOMINAL 11.0 oz/sq.yd.HIGH IMPACT, INTERWOVEN, OPEN WEAVE GLASS FIBERFABRIC WITH ALKALINE RESISTANT COATING FORCOMPATIBILITY WITH DRYVIT MATERIALS.2.06 PRIMERA. PRIMER ACRYLIC BASED PRIMER (FOR ACRYLIC BASED FINISHES)B. WATER: CLEAN AND POTABLE.2.08 JOB MIXED INGREDIENTSA. PORTLAND CEMENT: ASTM C 150, TYPE I.A. ACRYLIC BASED TEXTURED WALL COATING. SEE E.I.F.S.FORMULAS FOR FINISH COLOR.2.07 FINISH COAT2. CONCRETE, MASONRY OR PLASTER SURFACES SHALL BEPROPERLY CURED AND FREE OF DIRT, DUST, OIL, GREASE,MILDEW, FUNGUS, LATENCY, PAINT, EFFLORESCENCE ANDANY OTHER CONTAMINANT. ANY SURFACES NOT INCOMPLIANCE SHALL BE CORRECTED PER MANUFACT.RECOMMENDATIONS PRIOR TO INSTALLATION OF THE EIFS.1. PLYWOOD SHEATHING SHALL MEET A.P.A. (AMERICANPLYWOOD ASSOCIATION) REQUIREMENTS FOR EXTERIOR OREXPOSURE 1 CLASSIFICATION. APA DESIGN ANDCONSTRUCTION GUIDELINES SHALL BE FOLLOWED FORSTORAGE, HANDLING AND INSTALLATION. MANUFACTURER'SPUBLISHED RECOMMENDATIONS SHALL BE FOLLOWED FORSHALL BE FOLLOWED FOR STORAGE, HANDLING, STORAGE,HANDLING, INSTALLATION AND PROTECTION. ANY SHEATHINGNOT IN COMPLIANCE SHALL BE REPLACED TO CONFORM WITHSPECIFICATION REQUIREMENTS PRIOR TO INSTALLATION OFTHE EIFS.B. THE SURFACE TO RECEIVE THE EIFS SHALL BE STRUCTURALLYSOUND, CLEAN, DRY AND FREE OF WARPAGE, RESIDUAL MOISTUREOR DAMAGE FROM MOISTURE. SURFACES SHALL BE UNIFORM, WITHNO IRREGULARITIES GREATER THAN 1/8" in 4'-0". SURFACES SHALL BEINSPECTED FOR COMPLIANCE WITH THE FOLLOWING REQUIREMENTSPRIOR TO INSTALLATION OF THE EIFS:A. UNDER NO CIRCUMSTANCES SHALL ANY OF THE PRODUCTS BEALTERED BY ADDING ANY ADDITIVES, EXCEPT FOR SMALL AMOUNTSOF CLEAN WATER AS DIRECTED ON LABEL. ANTIFREEZE,ACCELERATORS, RAPID BINDERS, ETC., ARE FORBIDDEN.PART 3 EXECUTION*DUMPSTER GATESFINISH NOTESTHE FOLLOWING COMPONENTS CAN BE PURCHASEDFROM THE APPROVED SIGN VENDORS:*STANDING SEAM ROOF*RAILING*CLEARANCE BAR*MENU CANOPY*GUARD RAIL*CANOPIES*SHUTTERS*INTERIOR LADDEREP-1T.O. PARAPET19'-2" AFFT.O. PARAPET21'-10" AFFFINISHED FLOOR0'-0" AFF.B.O. CANOPY9'-4" AFF.EP-1T.O. PARAPET20'-6" AFF.T.O. PARAPET20'-6" AFFB.O. CANOPY9'-4" AFFT.O. WINDOW6'-2" AFFFINISHED FLOOR0'-0" AFF.T.O. PARAPET19'-2" AFFTOTAL OF 3 EQ. WINDOWS W/MULLIONSTEMP.TEMP.EB-1EB-1EP-3EF-1EP-3EIFS ACCENT BAND, TYP.RED ALUMINUM CANOPY W/INTEGRATED LUMINARYPER SPECS1" DEEP X 10" HIGHEIFS BAND, PAINTEP-1EP-1EP-2EP-2EB-1EB-1CENTER SIGNS ON WALLPER POPEYES SPECSEP-4EB-1RED ALUMINUM CANOPYW/ INTEGRATED LUMINARYPER SPECSEP-2EP-2EP-2CLEB-1EP-4EP-1EP-2BLACK DT WINDOWCANOPY W/ INTEGRATEDLUMINARY PER SPECSEF-1GAS METEREP-3EP-2EP-3EP-3EP-2LX-1TYP.EP-3SIGN MANUFACTURERSA.AAA CONTACT: LINDSEY OLIVER; PHONE (337) 233-5686X3012 LINDSEY@AAASIGNS.COMB.ALLEN INDUSTRIES CONTACT: DAVID SIMMONS; PHONE: (336) 615-8731;DAVID.SIMMONS@ALLENINDUSTRIES.COMC.ENTERA CONTACT: JASON BRAGG; PHONE: (850) 392-0801; JASON.BRAGG@ENTERABRANDING.COMD.LOREN SIGNS CONTACT: DAVE PALMGREN; PHONE: (562) 309-5660; DAVE.P@LORENSIGNS.COM WARRANTY CONTACT: DAN LORENZON; (562) 946-7545; DAN.L@LORENSIGNS.COME.SIGN RESOURCE CONTACT: JEFF OGLE; PHONE: (323) 319-1635/CELL (865) 771-5676JOGLE@SIGNRESOURCE.COMT.O. WALK-IN8'-0" AFFLX-1TYP.OUTSULATION LCMD SYSTEM 1 BY DRYVITA5.03TYP. EIFS DETAILNTSDRAINAGE MAT(SYSTEM 1)DRYVIT FINISHDRYVIT GENESIS BASE COATDRYVIT APPROVED WASHERWITH CORROSION RESISTANTFASTENERDRYVIT GENESIS® BASE COATEPS INSULATION BOARDDRYVIT REINFORCING MESHDRYVIT DRAINAGE MATCODE APPROVED WATERRESISTIVE BARRIER,BY OTHERSSUBSTRATEFRAMINGEIFS ACCENT BAND, TYP.EP-3EP-5NOTE: ALL ELEVATIONS TO RECEIVE2 COATS OF EP-8LX-2LX-2BLACK ALUMINUM CANOPYW/ INTEGRATED LUMINARYPER SPECSLX-2NOTE: G.C. TO INSTALL EIFS SYSTEM IN STRICT ACCORDANCEWITH MANUFACTURER'S GUIDELINES AND DETAILS. INCLUDINGBUT NOT LIMITED TO PENETRATION AND PAN FLASHING,ADHESIVES, LAYERED COAT SYSTEMS, MESH LAYERS,SEALANTS AND FINISHES.A51FRONT (NORTH) ELEVATION1/4"=1'-0"A52REAR (SOUTH) ELEVATION1/4"=1'-0"EXTERIOR ELEVATIONS3/10/2021A5CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597
SPECIFICATIONS*DUMPSTER GATESFINISH NOTESTHE FOLLOWING COMPONENTS CAN BE PURCHASEDFROM THE APPROVED SIGN VENDORS:*STANDING SEAM ROOF*RAILING*CLEARANCE BAR*MENU CANOPY*GUARD RAIL*CANOPIES*SHUTTERS*INTERIOR LADDERSECTION 8D: GLAZING MATERIALSGENERAL PROVISIONS1. SCOPE: FURNISH AND INSTALL GLASS IN STOREFRONT ANDDRIVE-THRU SERVICE WINDOW.1.TYPE: SOLAR CONTROL LOW-E CLEAR INSULATING GLASS“SOLARBAN 60 (2) CLEAR + CLEAR BY VITRO ARCHITECTURAL GLASS.1.1.OUTDOOR LITE: CLEAR GLASS, SPUTTER COATED ON SECONDSURFACE (2)1.2.INDOOR LITE: CLEAR (TRANSPARENT) FLOAT GLASS.1.3.LOW-E COATING: “SOLARBAN” 60 SOLAR CONTROL (SPUTTERED) BYVITRO ARCHITECTURAL GLASSLOCATION: SECOND SURFACE (2)2.PERFORMANCE VALUES:2.1.VISIBLE LIGHT TRANSMITTANCE: 70%2.2.U-VALUE WINTER: 0.292.3.U-VALUE SUMMER : 0.272.4.SHGC: 0.392.5.SHADING COEFFICIENT: 0.452.6.OUTDOOR VISIBLE LIGHT REFLECTANCE: 11%APPROVED MANUFACTURERS:VITRO CERTIFIED FABRICATOR REQUIREDCERTIFICATION: BOTH LITES TO BE CRADLE TO CRADLE CERTIFIED™,MINIMUM BRONZE LEVEL, BY CRADLE TO CRADLE PRODUCT INNOVATIONINSTITUTE ( WWW.C2CCERTIFIED.ORG).OUTDOOR APPEARANCE: CLEARINSULATING UNIT CONSTRUCTION: 1/4” (6MM) GLASS + 1/2” (13MM) AIR SPACE +1/4” (6MM) GLASS(2) DOUBLE LOUVERVINYL SHUTTER1" SPACE GAP,TYP.EIFS FRAME,PAINTED EP-1SECTION TITLEALUMINUM - FRAMED ENTRANCES AND STOREFRONTS YKK AP PRODUCTSERIES YKK AP YES 45 FS/FI SERIESPART 1 GENERAL1.SECTION INCLUDES: ALUMINUM STOREFRONT, INCLUDING:1.1.YKK AP SERIES YES 45 FI STOREFRONT SYSTEM (INSULATINGGLAZING)1.RELATED SECTIONS:1.1.SINGLE SOURCE REQUIREMENT: ALL PRODUCTS LISTED BELOWSHALL BE BY THE SAME MANUFACTURER.2.SYSTEM PERFORMANCE DESCRIPTION2.1.PERFORMANCE REQUIREMENTS: PROVIDE ALUMINUMSTOREFRONT SYSTEMS THAT COMPLY WITH PERFORMANCEREQUIREMENTS INDICATED, AS DEMONSTRATED BY TESTINGMANUFACTURER'S ASSEMBLIES IN ACCORDANCE WITH TESTMETHOD INDICATED.2.2.AIR INFILTRATION: WHEN TESTED IN ACCORDANCE WITH ASTM E283 AT DIFFERENTIAL STATIC PRESSURE OF 6.24 PSF (299 PA),COMPLETED STOREFRONT SYSTEMS SHALL HAVE MAXIMUMALLOWABLE INFILTRATION OF:2.2.1.0.06 CFM/FT² (1.10 M ³ /H · M²) FOR YES 45 FI SYSTEMS.2.3.WATER INFILTRATION: NO UNCONTROLLED WATER WHEN TESTEDIN ACCORDANCE WITH ASTM E 331 AT TEST PRESSUREDIFFERENTIAL OF:2.3.1.10 PSF (479 PA) FOR YES 45 FI SYSTEMS. (OR WHEN REQUIRED,FIELD TESTED IN ACCORDANCE WITH AAMA 503). FASTENERHEADS MUST BE SEATED AND SEALED AGAINST SILLFLASHING ON ANY FASTENERS THAT PENETRATE THROUGHTHE SILL FLASHING.2.4.WIND LOADS: COMPLETED STOREFRONT SYSTEM SHALLWITHSTAND WIND PRESSURE LOADS NORMAL TO WALL PLANEINDICATED:2.4.1.EXTERIOR WALLS:2.4.1.1.POSITIVE PRESSURE: PER LOCAL CODE.2.4.1.2.NEGATIVE PRESSURE: PER LOCAL CODE.2.4.1.3.INTERIOR WALLS (PRESSURE ACTING IN EITHERDIRECTION): PER LOCAL CODE.2.5.DEFLECTION: MAXIMUM ALLOWABLE DEFLECTION IN ANY MEMBERWHEN TESTED IN ACCORDANCE WITH ASTM E 330 WITHALLOWABLE STRESS IN ACCORDANCE WITH AA SPECIFICATIONSFOR ALUMINUM STRUCTURES.2.5.DEFLECTION: MAXIMUM ALLOWABLE DEFLECTION IN ANY MEMBERWHEN TESTED IN ACCORDANCE WITH ASTM E 330 WITHALLOWABLE STRESS IN ACCORDANCE WITH AA SPECIFICATIONS FORALUMINUM STRUCTURES.2.6.THERMAL MOVEMENT: PROVIDE FOR THERMAL MOVEMENT CAUSEDBY 180 DEGREES F. (82.2 DEGREES C.) SURFACETEMPERATURE, WITHOUT CAUSING BUCKLING STRESSES ON GLASS,JOINT SEAL FAILURE, UNDUE STRESS ON STRUCTURAL ELEMENTS,DAMAGING LOADS ON FASTENERS, REDUCTION OF PERFORMANCE,OR DETRIMENTAL EFFECTS.2.7.THERMAL PERFORMANCE: WHEN TESTED IN ACCORDANCE WITHAAMA 1503.1 AND NFRC 100:2.7.1.CONDENSATION RESISTANCE FACTOR (CRF F ): A MINIMUM OF 44FOR YES 45 FI SYSTEMS.2.7.2.THERMAL TRANSMITTANCE U VALUE: 0.51 BTU/HR/FT²/°F OR LESSFOR YES 45 FI SYSTEMS.NOTE: THERMAL PERFORMANCE FOR THE GLAZED SYSTEM AS A WHOLEWILL BE AFFECTED BY THE CHARACTERISTICS OF THE GLASSSPECIFIED.SUBMITTALS2.1.GENERAL: PREPARE, REVIEW, APPROVE, AND SUBMIT SPECIFIEDSUBMITTALS IN ACCORDANCE WITH "CONDITIONS OF THE CONTRACT"AND DIVISION 1 SUBMITTALS SECTIONS. PRODUCT DATA, SHOPDRAWINGS, SAMPLES, AND SIMILAR SUBMITTALS ARE DEFINED IN"CONDITIONS OF THE CONTRACT."2.2.PRODUCT DATA: SUBMIT PRODUCT DATA FOR EACH TYPESTOREFRONT SERIES SPECIFIED AS REQUIRED BY THE ARCHITECTOF RECORD.2.3.SUBSTITUTIONS: WHENEVER SUBSTITUTE PRODUCTS ARE TO BECONSIDERED, SUPPORTING TECHNICAL DATA, SAMPLES, AND TESTREPORTS MUST BE SUBMITTED TEN (10) WORKING DAYS PRIOR TOBID DATE IN ORDER TO MAKE A VALID COMPARISON.2.4.SHOP DRAWINGS: PROVIDE TO THE ARCHITECT OF RECORD IFREQUESTED. SHOP DRAWINGS SHOWING LAYOUT, PROFILES, ANDPRODUCT COMPONENTS, INCLUDING ANCHORAGE, ACCESSORIES,FINISH COLORS AND TEXTURES.2.5.QUALITY ASSURANCE / CONTROL SUBMITTALS:2.5.1.TEST REPORTS: SUBMIT CERTIFIED TEST REPORTS SHOWINGCOMPLIANCE WITH SPECIFIED PERFORMANCE CHARACTERISTICSAND PHYSICAL PROPERTIES IF REQUIRED BY THE LOCAL PERMITTINGAUTHORITY.2.6.CLOSEOUT SUBMITTALS:2.6.1.WARRANTY: SUBMIT WARRANTY DOCUMENTS SPECIFIED HEREIN.QUALITY ASSURANCE1.QUALIFICATIONS:1.1.INSTALLER QUALIFICATIONS: INSTALLER EXPERIENCED (ASDETERMINED BY CONTRACTOR) TO PERFORM WORK OF THISSECTION WHO HAS SPECIALIZED IN THE INSTALLATION OF WORKSIMILAR TO THAT REQUIRED FOR THIS PROJECT. IF REQUESTED BYOWNER, SUBMIT REFERENCE LIST OF COMPLETED PROJECTS.2.2.PRE-INSTALLATION MEETINGS: CONDUCT PRE-INSTALLATIONMEETING TO VERIFY PROJECT REQUIREMENTS, SUBSTRATECONDITIONS, MANUFACTURER'S INSTALLATION INSTRUCTIONS, ANDMANUFACTURER'S WARRANTY REQUIREMENTS.3.PROJECT CONDITIONS / SITE CONDITIONS.3.1.FIELD MEASUREMENTS: VERIFY ACTUAL MEASUREMENTS /OPENINGS BY FIELD MEASUREMENTS BEFORE FABRICATION; RETAINRECORDED MEASUREMENTS ON SHOP DRAWINGS. COORDINATEFIELD MEASUREMENTS, FABRICATION SCHEDULE WITHCONSTRUCTION PROGRESS TO AVOID CONSTRUCTION DELAYS.4.WARRANTY4.1.PROJECT WARRANTY: REFER TO "CONDITIONS OF THE CONTRACT"FOR PROJECT WARRANTY PROVISIONS.4.2.MANUFACTURER'S WARRANTY: SUBMIT, FOR OWNER'SACCEPTANCE, MANUFACTURER'S STANDARD WARRANTY DOCUMENTEXECUTED BY AN AUTHORIZED COMPANY OFFICIAL.4.3.WARRANTY PERIOD: MANUFACTURER'S ONE (1) YEAR STANDARDWARRANTY COMMENCING ON THE SUBSTANTIAL DATE OFCOMPLETION FOR THE PROJECT PROVIDED THAT THE WARRANTY, INNO EVENT, SHALL START LATER THAN SIX (6) MONTHS FROM THEDATE OF SHIPMENT BY YKK AP AMERICA INC. EDITOR NOTE:LONGER WARRANTY PERIODS ARE AVAILABLE AT ADDITIONAL COST.5.PART 2 PRODUCTS5.1.MANUFACTURERS (ACCEPTABLE MANUFACTURERS/PRODUCTS)5.2.ACCEPTABLE MANUFACTURERS: YKK AP AMERICA INC.5.3.STOREFRONT SYSTEM: YKK AP YES 45 FI STOREFRONT SYSTEM.6.COLORS: AS SPECIFIED BY POPEYES LOUISIANA KITCHEN:INSTALLATION1.GENERAL: INSTALL MANUFACTURER'S SYSTEM IN ACCORDANCE WITHSHOP DRAWINGS, AND WITHIN SPECIFIED TOLERANCES.1.PROTECT ALUMINUM MEMBERS IN CONTACT WITH MASONRY, STEEL,CONCRETE, OR DISSIMILAR MATERIALS USING NYLON PADSOR BITUMINOUS COATING.2.SHIM AND BRACE ALUMINUM SYSTEM BEFORE ANCHORING TOSTRUCTURE.3. SHIM AND BRACE ALUMINUM SYSTEM BEFORE ANCHORING TOSTRUCTURE.4. PROVIDE SILL FLASHING AT EXTERIOR STOREFRONT SYSTEMS. EXTENDEXTRUDED FLASHING CONTINUOUS WITH SPLICE JOINTS; SET INCONTINUOUS BEADS OF SEALANT.5. VERIFY STOREFRONT SYSTEM ALLOWS WATER ENTERING SYSTEM TO BECOLLECTED IN GUTTERS AND WEPT TO EXTERIOR. VERIFY METAL JOINTSARE SEALED IN ACCORDANCE WITH MANUFACTURERS INSTALLATIONINSTRUCTIONS.FINISHED FLOOR0'-0" AFF.B.O. CANOPY9'-4" AFFT.O. PARAPET19'-2" AFFT.O. PARAPET21'-10" AFFT.O. WALK-IN8'-0" AFF.T.O. PARAPET20'-6" AFF.FINISHED FLOOR0'-0" AFF.B.O. CANOPY9'-4" AFFT.O. PARAPET19'-2" AFFT.O. PARAPET21'-10" AFFTHIN BRICK (EB-1) - BRICK REDEP-2LX-1RED ALUMINIUM CANOPYW/ INTEGRATED LUMINARYPER SPECSEP-1DRIVE-THRU SPECIFICATIONSDRIVE THRU WINDOW - QUIKSERVMODEL # BP-7241E - STANDARD INSTALLATIONMODEL # BP-7241E-IP - HIGH WIND ZONE AS DETERMINED BY THE LOCAL BUILDING CODEGENERAL NOTES:ACTUAL DIMENSIONS: 72" (W) x 27" (H)ROUGH OPENING 72 1/2" (W) x 41 1/2" (H)1)EYE SET TO BE MOUNTED DIRECTLY BELOW THE SERVICE OPENING. BAR TO BEMOUNTED ON THE WALL.2)ANCHOR SCREWS TO BE SUPPLIED BY THE CONTRACTOR.3)JUNCTION BOX TO BE SUPPLIED BY CONTRACTOR.INSTALLATION:1)QUIKSERV WINDOWS MUST BE INSTALLED LEVEL AND SQUARE TO WORK PROPERLY.2)ANCHOR ACCORDING TO THE LOCAL BUILDING CODE ANCHOR SCHEDULE.3)115V/15 AMP. DEDICATED CIRCUIT FEATURE.4)RECOMMENDED HEIGHT FROM FLOOR TO SERVCE OPENING TO BE 36". (CHECK FORANY LOCAL CODES OR CITY CODES)5)SILICONE ALL EXTERIOR AND INTERIOR JOINTS.6)ALL OTHER TYPES OF ANCHORING TO BE APPROVED BY CERTIFIED ENGINEER.T.O. PARAPET20'-6" AFF.SHUTTER MANUFACTURERSHUTTER CONTRACTORMODEL L-2 VINYL; PHONE: 1-800-734-8368WWW.SHUTTERCONTRACTOR.COMSPEAKER6"Ø STEEL BOLLARD TOP @ 4'-6"A.F.F., PAINT EP-4TEMP.TEMP.SPEAKERBLACK MASTIC SEALANT CONT.AT ENTIRE PERIMETER OF BLDG.BASE, TYP.SL.SL.SL.SL.TEMP.SPEAKERT.O. ACCENT BAND2'-10" AFF.EIFS ACCENT BAND TYP.PAINTB.O. STOREFRONT WINDOWS2'-10" AFFBLACK DT WINDOWCANOPY W/ INTEGRATEDLUMINARY PER SPECSEP-5EP-4EB-1EP-2EF-1EP-2EP-2EP-3EP-2EP-1EP-31" DEEP X 10" HIGHEIFS BAND, PAINTEP-1EF-1EIFS ACCENT BAND, TYP.PAINTEP-3EB-1NOTE: ALL ELEVATIONS TO RECEIVE2 COATS OF EP-8EP-2EB-1EP-1EP-2EF-1EP-3EP-3EP-3EF-1EP-11" DEEP X 10" HIGH EIFSBAND, PAINTEP-1LX-1TYP.TYP.LX-2LX-2RED ALUMINUM CANOPYW/ INTEGRATED LUMINARYPER SPECSLX-2ELECTRICAL METER AND CT CABINETBLACK ALUMINUM CANOPYW/ INTEGRATED LUMINARYPER SPECSEP-5LX-2BLACK DT WINDOW CANOPYW/ INTEGRATED LUMINARYPER SPECSEP-5LX-2EP-5SECONDARY OVERFLOW DRAINNOZZLE LOCATION. SEE ROOFPLAN DWG A4.T.O. SERVICE WINDOW6'-4" AFF (TYP.)BLACK MASTIC SEALANT CONT.AT ENTIRE PERIMETER OF BLDG.BASE, TYP.A61DRIVE THRU (EAST) ELEVATION1/4"=1'-0"A62MAIN ENTRY (WEST) ELEVATION1/4"=1'-0"EXTERIOR ELEVATIONSA63LARGE SHUTTER DIM1/4"=1'-0" 3/10/2021A6CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597
EXTERIOR FINISHSCHEDULE12/4/2020A6.1CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597
SPECIFICATIONS:DIVISION 7: THERMAL AND MOISTURE PROTECTIONSECTION 7A: BUILDING INSULATIONGENERAL PROVISIONS1.SCOPE: FURNISH AND INSTALL FIBERGLASS INSULATION AND ROOFINSULATION TO PROVIDE A COMPLETELY INSULATED THERMAL SHELLWITH NO BREAKS OR PENETRATIONS.2.NOTES: INSULATION VALUES SHALL COMPLY WITH STATE AND LOCALCODE REQUIREMENTS AND/OR VALUES SHOWN ON THE DRAWINGSAND SPECIFIED HEREIN, WHICHEVER REQUIREMENT PROVIDES THEGREATER "R" VALUE.3.QUALITY CONTROL: THE OWNER SHALL BE NOTIFIED WHEN THEINSULATION IS IN PLACE, PRIOR TO THE INSTALLATION OF FINISHMATERIALS.MATERIALS1.FIBERGLASS INSULATION CONCEALED IN WALLS BY OWENS-CORNINGOR JOHNS-MANVILLE. 5 1/2", R-19, FIBERGLASS ROLL INSULATION WITHKRAFT TYPE VAPOR BARRIER ON INSIDE FACE.2.FIBER GLASS INSULATION EXPOSED ABOVE CEILING BYOWENS-CORNING OR JOHNS-MANVILLE. 5 1/2", R-19 FIBERGLASS ROLLINSULATION WITH INTEGRAL FOIL REINFORCED KRAFT FACING ONINSIDE FACE WITH FLAME HAZARD RATING OF 25/50 OR LESS.3.ROOF INSULATION BOARD: CLOSED CELL POLYISOCYANURATE FOAMCORE WITH FACTORY-LAMINATED FOIL FACES. FOAM CORES WITHFLAME SPREAD OF 25 OR LESS AND COMPRESSIVE STRENGTH OF 20PSI OR GREATER (ASTM D-1621) WITH A MINIMUM AGED R VALUE OFPER REGION BY ONE (1) OF THE FOLLOWING APPROVEDMANUFACTURERS:A. AC FOAM SUPREME BY ATLAS INDUSTRIESB. THERMA ROOF PLUS BY R-MAXC. TEM-PRO SP BY THE TEMPLE EASTEXTHE LISTED INSULATIONS ARE AVAILABLE THROUGH QUALIFIED ROOFING INSTALLERS. SEE NATIONAL ACCOUNTSINDEX.4.PERIMETER FOUNDATION INSULATION SHALL BE STYROFOAM SM BYDOW CHEMICAL CO. OR APPROVED EQUAL,2" THICK. THERMALCONDUCTIVITY SHALL BE .20 BTH/HR/SQ.FT./INCH THICKNESS AT 75DEG F MEAN TEMPERATURE, R-10 VALUE.5.CONCRETE BLOCK CELL INSULATION FOR MASONRY WALLS SHALL BESILICONE-TREATED PERLITE LOOSE-FILL INSULATION BY A MEMBER OFTHE PERLITE INSTITUTE.PERFORMANCE1. INSTALLATION:A.FIBERGLASS INSULATION: STAPLE AND/OR TAPE IN PLACE WITH VAPORBARRIER SIDE INWARD. ALL JOINTS SHALL BE LAPPED TO PREVENTMOISTURE VAPOR MIGRATION. ALL PENETRATIONS AND PLUMBINGAND ELECTRICAL BOXES SHALL BE INSULATED ON THE OUTWARD SIDE.ANY JOINTS NOT OVER WOOD FRAMING OR BLOCKING SHALL BE TAPEDTHOROUGHLY. STUFF AROUND DOOR FRAMES AND CLOSELY SPACEDFRAMING MEMBERS.B.ROOF INSULATION: USE MECHANICAL FASTENERS WITH STEEL ORWOOD DECK. INSTALL IN ACCORDANCE WITH MANUFACTURER'SINSTRUCTIONS OF SIX (6) PER BOARD MINIMUM. STAGGER PANEL ENDJOINTS AT ADJACENT PANEL MID POINT.C.PERIMETER FOUNDATION INSULATION: INSTALL FROM TOP OF SLABDOWNWARD 24" WHEN FOUNDATION DEPTH PERMITS. OTHERWISEINSULATION SHALL EXTEND FROM TOP TO BOTTOM OF SLAB AND THENHORIZONTALLY UNDER SLAB 24" TOWARD INTERIOR OF BUILDING.D.MASONRY CAVITY WALL INSULATION: INSTALL IN CAVITY WHEN SHOWNBETWEEN MASONRY WALL REINFORCING AS WALL IS BEING LAID.E.CONCRETE BLOCK CELL INSULATION: INSTALL WHEN SHOWN INACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.LEVELERSFOR ALLRTUSSECTION 7B: POLYVINYL-CHLORIDE ROOFINGPART 1 GENERAL1.1.SECTION INCLUDES1.1.1.DURO-LAST® PVC THERMOPLASTIC MEMBRANE ATTACHED WITHMECHANICAL FASTENERS.1.1.2.DURO-GUARD® ISO II (FLAT), ATTACHED WITH MECHANICALFASTENERS.1.1.3.ATLAS FR-10 FIRE RATED SLIP SHEET, ATTACHED WITH MECHANICALFASTENERS.1.1.4.PREFABRICATED FLASHINGS, CORNERS, PARAPETS, STACKS,VENTS, AND RELATED DETAILS.1.1.5.FASTENERS, ADHESIVES, AND OTHER ACCESSORIES REQUIRED FORA COMPLETE ROOFING INSTALLATION.1.1.6.TRAFFIC PROTECTION.1.2.REFERENCES1.2.1.NRCA - THE NRCA ROOFING AND WATERPROOFING MANUAL.1.2.2.ASCE 7 - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHERSTRUCTURES.1.2.3.UL - ROOFING MATERIALS AND SYSTEMS DIRECTORY, ROOFINGSYSTEMS (TGFU.R10128).1.2.4.ASTM C 1289 - STANDARD SPECIFICATION FOR FACED RIGIDCELLULAR POLYISOCYANURATE THERMAL INSULATION BOARD.1.2.5.ASTM D 751 - STANDARD TEST METHODS FOR COATED FABRICS.1.2.6.ASTM D 4434 - STANDARD SPECIFICATION FOR POLY(VINYLCHLORIDE) SHEET ROOFING.1.2.7.ASTM E 108 - STANDARD TEST METHODS FOR FIRE TESTS OF ROOFCOVERINGS.1.2.8.ASTM E 119 - STANDARD TEST METHODS FOR FIRE TESTS OFBUILDING CONSTRUCTION AND MATERIALS.1.3.SYSTEM DESCRIPTION1.3.1.GENERAL: PROVIDE INSTALLED ROOFING MEMBRANE AND BASEFLASHINGS THAT REMAIN WATERTIGHT; DO NOT PERMIT THEPASSAGE OF WATER; AND RESIST SPECIFIED UPLIFT PRESSURES,THERMALLY INDUCED MOVEMENT, AND EXPOSURE TO WEATHERWITHOUT FAILURE.1.3.2.MATERIAL COMPATIBILITY: PROVIDE ROOFING MATERIALS THAT ARECOMPATIBLE WITH ONE ANOTHER UNDER CONDITIONS OF SERVICEAND APPLICATION REQUIRED, AS DEMONSTRATED BY ROOFINGMEMBRANE MANUFACTURER BASED ON TESTING AND FIELDEXPERIENCE.1.3.3.PHYSICAL PROPERTIES:1.3.3.1.ROOF PRODUCT MUST MEET THE REQUIREMENTS OF TYPE IIIPVC SHEET ROOFING AS DEFINED BY ASTM D 4434 AND MUSTMEET OR EXCEED THE FOLLOWING PHYSICAL PROPERTIES.1.3.3.2.THICKNESS: 50 MIL, NOMINAL, IN ACCORDANCE WITH ASTM D751.1.3.3.3.THICKNESS OVER SCRIM: ≥ 28 MIL IN ACCORDANCE WITH ASTMD 751.1.3.3.4.BREAKING STRENGTHS: ≥ 390 LBF. (MD) AND ≥ 438 LBF. (XMD) INACCORDANCE WITH ASTM D 751, GRAB METHOD.1.3.3.5.ELONGATION AT BREAK: ≥ 31% (MD) AND ≥ 31% (XMD) INACCORDANCE WITH ASTM D 751, GRAB METHOD.1.3.3.6.HEAT AGING IN ACCORDANCE WITH ASTM D 3045: 176 °F FOR 56DAYS. NO SIGN OF CRACKING, CHIPPING OR CRAZING. (INACCORDANCE WITH ASTM D 4434).1.3.3.7.FACTORY SEAM STRENGTH: ≥ 417 LBF. IN ACCORDANCE WITHASTM D 751, GRAB METHOD.1.3.3.8.TEARING STRENGTH: ≥ 132 LBF. (MD) AND ≥ 163 LBF. (XMD) INACCORDANCE WITH ASTM D 751, PROCEDURE B.1.3.3.9.LOW TEMPERATURE BEND (FLEXIBILITY): PASS AT -40 °F INACCORDANCE WITH ASTM D 2136.1.3.3.10.ACCELERATED WEATHERING: NO CRACKING, CHECKING,CRAZING, EROSION OR CHALKING AFTER 5,000 HOURS INACCORDANCE WITH ASTM G 154.1.3.3.11.LINEAR DIMENSIONAL CHANGE: < 0.5% IN ACCORDANCE WITHASTM D 1204 AT 176 ± 2 °F FOR 6 HOURS.1.3.3.12.WATER ABSORPTION: < 1.7% IN ACCORDANCE WITH ASTM D 570AT 158 °F FOR 166 HOURS.1.3.3.13.STATIC PUNCTURE RESISTANCE: ≥ 56 LBS. IN ACCORDANCEWITH ASTM D 5602.1.3.3.14.DYNAMIC PUNCTURE RESISTANCE: ≥ 14.7 FT-LBF. INACCORDANCE WITH ASTM D 5635.1.3.4.COOL ROOF RATING COUNCIL (CRRC):1.3.4.1.MEMBRANE MUST BE LISTED ON CRRC WEBSITE.1.3.4.1.1.INITIAL SOLAR REFLECTANCE: ≥ 88%1.3.4.1.2.INITIAL THERMAL EMITTANCE: ≥ 87%1.3.4.1.3.INITIAL SOLAR REFLECTIVE INDEX (SRI): ≥ 1111.3.4.1.4.3-YEAR AGED SOLAR REFLECTANCE: ≥ 68%1.3.4.1.5.3-YEAR AGED THERMAL EMITTANCE: ≥ 84%1.3.4.1.6.3-YEAR AGED SOLAR REFLECTIVE INDEX (SRI): ≥ 821.3.5.INSULATION1.3.5.1.PROVIDE OVERALL THERMAL RESISTANCE FOR ROOFINGSYSTEM AS FOLLOWS:1.3.5.1.1.MINIMUM R-VALUE: 30.1.3.5.2.INSTALL USING A MINIMUM OF TWO LAYERS.1.3.5.3.CONFIGURATION AS INDICATED ON THE DRAWINGS.1.4.SUBMITTALS1.4.1.SUBMIT UNDER PROVISIONS OF SECTION 01300.1.4.2.DURO-LAST DATA SHEETS ON EACH PRODUCT TO BE USED,INCLUDING:1.4.2.1.PREPARATION INSTRUCTIONS AND RECOMMENDATIONS.1.4.2.2.STORAGE AND HANDLING REQUIREMENTS ANDRECOMMENDATIONS.1.4.2.3.INSTALLATION METHODS.1.4.2.4.MAINTENANCE REQUIREMENTS.1.4.2.SHOP DRAWINGS: INDICATE INSULATION PATTERN, OVERALLMEMBRANE LAYOUT, FIELD SEAM LOCATIONS, JOINT ORTERMINATION DETAIL CONDITIONS, AND LOCATION OF FASTENERS.1.4.3.VERIFICATION SAMPLES: FOR EACH PRODUCT SPECIFIED, TWOSAMPLES, REPRESENTING ACTUAL PRODUCT, COLOR, AND FINISH.1.4.3.1.4 INCH BY 6 INCH SAMPLE OF ROOFING MEMBRANE, OF COLORSPECIFIED.1.4.3.2.4 INCH BY 6 INCH SAMPLE OF WALKWAY PAD.1.4.3.3.TERMINATION BAR, FASCIA BAR WITH COVER, DRIP EDGE ANDGRAVEL STOP IF TO BE USED.1.4.3.4.EACH FASTENER TYPE TO BE USED FOR INSTALLINGMEMBRANE, INSULATION/RECOVER BOARD, TERMINATION BARAND EDGE DETAILS.1.4.4.INSTALLER CERTIFICATION: CERTIFICATION FROM THE ROOFINGSYSTEM MANUFACTURER THAT INSTALLER IS APPROVED,AUTHORIZED, OR LICENSED BY MANUFACTURER TO INSTALLROOFING SYSTEM.1.4.5.MANUFACTURER'S WARRANTIES.1.5.QUALITY ASSURANCE1.5.1.PERFORM WORK IN ACCORDANCE WITH MANUFACTURER'SINSTALLATION INSTRUCTIONS.1.5.2.MANUFACTURER QUALIFICATIONS: A MANUFACTURER SPECIALIZINGIN THE PRODUCTION OF PVC MEMBRANES SYSTEMS AND UTILIZINGA QUALITY CONTROL MANUAL DURING THE PRODUCTION OF THEMEMBRANE ROOFING SYSTEM THAT HAS BEEN APPROVED BY ANDIS INSPECTED BY UNDERWRITERS LABORATORIES.1.5.3.INSTALLER QUALIFICATIONS: COMPANY SPECIALIZING ININSTALLATION OF ROOFING SYSTEMS SIMILAR TO THOSE SPECIFIEDIN THIS PROJECT AND APPROVED BY THE ROOFING SYSTEMMANUFACTURER.1.5.4.SOURCE LIMITATIONS: OBTAIN COMPONENTS FOR MEMBRANEROOFING SYSTEM FROM ROOFING MEMBRANE MANUFACTURER.1.5.5.THERE SHALL BE NO DEVIATIONS FROM THE ROOF MEMBRANEMANUFACTURER'S SPECIFICATIONS OR THE APPROVED SHOPDRAWINGS WITHOUT THE PRIOR WRITTEN APPROVAL OF THEMANUFACTURER.1.6.REGULATORY REQUIREMENTS1.6.1.CONFORM TO APPLICABLE CODE FOR ROOF ASSEMBLY WINDUPLIFT AND FIRE HAZARD REQUIREMENTS.1.6.2.FIRE EXPOSURE: PROVIDE MEMBRANE ROOFING MATERIALS WITHTHE FOLLOWING FIRE-TEST-RESPONSE CHARACTERISTICS.MATERIALS SHALL BE IDENTIFIED WITH APPROPRIATE MARKINGS OFAPPLICABLE TESTING AND INSPECTING AGENCY.1.6.2.1.EXTERIOR FIRE-TEST EXPOSURE:1.6.2.1.1.CLASS A; ASTM E 108, FOR APPLICATION AND ROOF SLOPESINDICATED.1.6.2.2.FIRE-RESISTANCE RATINGS: COMPLY WITH ASTM E 119 FORFIRE-RESISTANCE-RATED ROOF ASSEMBLIES OF WHICHROOFING SYSTEM IS A PART.1.6.2.3.CONFORM TO APPLICABLE CODE FOR ROOF ASSEMBLY FIREHAZARD REQUIREMENTS.1.6.3.WIND UPLIFT:1.6.3.1.ROOFING SYSTEM DESIGN: PROVIDE A ROOFING SYSTEMDESIGNED TO RESIST UPLIFT PRESSURES CALCULATEDACCORDING TO THE CURRENT EDITION OF THE ASCE-7SPECIFICATION MINIMUM DESIGN LOADS FOR BUILDINGS ANDOTHER STRUCTURES.1.7.PRE-INSTALLATION MEETING1.7.1.CONVENE MEETING NOT LESS THAN ONE WEEK BEFORE STARTINGWORK OF THIS SECTION.1.7.2.REVIEW METHODS AND PROCEDURES RELATED TO ROOF DECKCONSTRUCTION AND ROOFING SYSTEM INCLUDING, BUT NOTLIMITED TO, THE FOLLOWING.1.7.2.1.MEET WITH OWNER, ARCHITECT, OWNER'S INSURER IFAPPLICABLE, TESTING AND INSPECTING AGENCYREPRESENTATIVE, ROOFING INSTALLER, ROOFING SYSTEMMANUFACTURER'S REPRESENTATIVE, DECK INSTALLER, ANDINSTALLERS WHOSE WORK INTERFACES WITH OR AFFECTSROOFING INCLUDING INSTALLERS OF ROOF ACCESSORIES ANDROOF-MOUNTED EQUIPMENT.1.7.2.2.REVIEW AND FINALIZE CONSTRUCTION SCHEDULE AND VERIFYAVAILABILITY OF MATERIALS, INSTALLER'S PERSONNEL,EQUIPMENT, AND FACILITIES NEEDED TO MAKE PROGRESS ANDAVOID DELAYS.1.7.2.3.EXAMINE DECK SUBSTRATE CONDITIONS AND FINISHES FORCOMPLIANCE WITH REQUIREMENTS, INCLUDING FLATNESS ANDFASTENING.1.7.2.4.REVIEW STRUCTURAL LOADING LIMITATIONS OF ROOF DECKDURING AND AFTER ROOFING.1.7.2.5.REVIEW BASE FLASHINGS, SPECIAL ROOFING DETAILS, ROOFDRAINAGE, ROOF PENETRATIONS, EQUIPMENT CURBS, ANDCONDITION OF OTHER CONSTRUCTION THAT WILL AFFECTROOFING SYSTEM.1.1.1.6.REVIEW GOVERNING REGULATIONS AND REQUIREMENTS FORINSURANCE AND CERTIFICATES IF APPLICABLE.1.1.1.7.REVIEW TEMPORARY PROTECTION REQUIREMENTS FORROOFING SYSTEM DURING AND AFTER INSTALLATION.1.1.1.8.REVIEW ROOF OBSERVATION AND REPAIR PROCEDURES AFTERROOFING INSTALLATION.1.8.DELIVERY, STORAGE AND HANDLING1.8.1.DELIVER ROOFING MATERIALS TO PROJECT SITE IN ORIGINALCONTAINERS WITH SEALS UNBROKEN AND LABELED WITHMANUFACTURER'S NAME, PRODUCT BRAND NAME AND TYPE, DATEOF MANUFACTURE, AND DIRECTIONS FOR STORING AND MIXINGWITH OTHER COMPONENTS.1.8.2.STORE LIQUID MATERIALS IN THEIR ORIGINAL UNDAMAGEDCONTAINERS IN A CLEAN, DRY, PROTECTED LOCATION AND WITHINTHE TEMPERATURE RANGE REQUIRED BY ROOFING SYSTEMMANUFACTURER. PROTECT STORED LIQUID MATERIAL FROMDIRECT SUNLIGHT.1.8.3.PROTECT ROOF INSULATION MATERIALS FROM PHYSICAL DAMAGEAND FROM DETERIORATION BY SUNLIGHT, MOISTURE, SOILING, ANDOTHER SOURCES. STORE IN A DRY LOCATION. COMPLY WITHINSULATION MANUFACTURER'S WRITTEN INSTRUCTIONS FORHANDLING, STORING, AND PROTECTING DURING INSTALLATION.1.8.4.STORE ROOF MATERIALS AND PLACE EQUIPMENT IN A MANNER TOAVOID PERMANENT DEFLECTION OF DECK.1.8.5.STORE AND DISPOSE OF SOLVENT-BASED MATERIALS, ANDMATERIALS USED WITH SOLVENT-BASED MATERIALS, INACCORDANCE WITH REQUIREMENTS OF LOCAL AUTHORITIESHAVING JURISDICTION.1.9.WARRANTY1.9.1.CONTRACTOR'S WARRANTY: THE CONTRACTOR SHALL WARRANTTHE ROOF APPLICATION WITH RESPECT TO WORKMANSHIP ANDPROPER APPLICATION FOR TWO (2) YEARS FROM THE EFFECTIVEDATE OF THE WARRANTY ISSUED BY THE MANUFACTURER.1.9.2.MANUFACTURER'S WARRANTY: MUST BE NO-DOLLAR LIMIT TYPEAND PROVIDE FOR COMPLETION OF REPAIRS, REPLACEMENT OFMEMBRANE OR TOTAL REPLACEMENT OF THE ROOFING SYSTEM ATTHE THEN-CURRENT MATERIAL AND LABOR PRICES THROUGHOUTTHE LIFE OF THE WARRANTY. IN ADDITION THE WARRANTY MUSTMEET THE FOLLOWING CRITERIA:1.9.2.1.WARRANTY PERIOD: 15 YEARS FROM DATE ISSUED BY THEMANUFACTURER.1.9.2.2.NO EXCLUSIONS FOR INCIDENTAL OR CONSEQUENTIALDAMAGES.1.9.2.3.NO EXCLUSION FOR DAMAGE CAUSED BY PONDING WATER.1.9.2.4.NO EXCLUSION FOR DAMAGE CAUSED BY BIOLOGICAL GROWTH.1.9.2.5.ISSUED DIRECT FROM AND SERVICED BY THE ROOF MEMBRANEMANUFACTURER.1.9.2.6.TRANSFERABLE FOR THE FULL TERM OF THE WARRANTY.1.9.2.7.NO ADDITIONAL CHARGE FOR THE WARRANTY.PART 2 PRODUCTS.2.1.MANUFACTURER2.1.1.MANUFACTURER: DURO-LAST ROOFING, INC., WHICH IS LOCATED AT:525 MORLEY DRIVE, SAGINAW, MI 48601. TELEPHONE: 800-248-0280.2.1.2.ALL ROOFING SYSTEM COMPONENTS TO BE PROVIDED ORAPPROVED BY DURO-LAST ROOFING, INC.2.1.3.SUBSTITUTIONS: NOT PERMITTED.2.2.ROOFING SYSTEM COMPONENTS2.2.1.ROOFING MEMBRANE: DURO-LAST® PVC THERMOPLASTICMEMBRANE CONFORMING TO ASTM D 4434, TYPE III,FABRIC-REINFORCED, PVC. MEMBRANE PROPERTIES AS FOLLOWS:2.2.1.1.THICKNESS:2.2.1.1.1.50 MIL.2.2.1.2.EXPOSED FACE COLOR:2.2.1.2.1.WHITE.2.2.2.ACCESSORY MATERIALS: PROVIDE ACCESSORY MATERIALSSUPPLIED BY OR APPROVED FOR USE BY DURO-LAST ROOFING, INC.2.2.2.1.SHEET FLASHING: MANUFACTURER'S STANDARD REINFORCEDPVC SHEET FLASHING.2.2.2.2.DURO-LAST FACTORY PREFABRICATED FLASHINGS:MANUFACTURED USING MANUFACTURER'S STANDARDREINFORCED PVCMEMBRANE.2.2.2.2.1.STACK FLASHINGS.2.2.2.2.2.CURB FLASHINGS.2.2.2.2.3.INSIDE AND OUTSIDE CORNERS.2.2.2.2.4.VINYL COATED METAL SCUPPER INSERTS.2.2.2.2.5.VINYL COATED PITCH PANS.2.2.3.SEALANTS AND ADHESIVES: COMPATIBLE WITH ROOFING SYSTEMAND SUPPLIED BY DURO-LAST ROOFING, INC.2.2.3.1.DURO-CAULK® PLUS.2.2.3.2.STRIP MASTIC.2.2.4.SLIP SHEET: COMPATIBLE WITH ROOFING SYSTEM AND SUPPLIED BYDURO-LAST ROOFING, INC.2.2.5.FASTENERS AND PLATES: FACTORY-COATED STEEL FASTENERS2.2.6.AND METAL OR PLASTIC PLATES MEETINGCORROSION-RESISTANCE PROVISIONS IN FMG 4470, DESIGNEDFOR FASTENING MEMBRANE AND INSULATION TO SUBSTRATE.SUPPLIED BY DURO-LAST ROOFING, INC.2.2.6.1.#14 HEAVY DUTY FASTENERS.2.2.6.2.CLEAT PLATES.2.2.6.3.3 INCH METAL PLATES.2.2.7.TERMINATION AND EDGE DETAILS: SUPPLIED BY DURO-LASTROOFING, INC.2.2.7.1.TERMINATION BAR.2.2.7.2.2-PIECE COMPRESSION METAL SYSTEM.2.2.8.VINYL COATED METAL: SUPPLIED BY DURO-LAST ROOFING, INC. 24GAUGE, HOT-DIPPED GALVANIZED, GRADE 90 METAL WITH AMINIMUM OF 17 MIL OF DURO-LAST MEMBRANE LAMINATED TO ONESIDE.2.2.9.TWO-WAY ROOF VENTS: SUPPLIED BY DURO-LAST ROOFING, INC.INSTALL A MINIMUM OF 1 VENT FOR EACH 1,000 FT² (93 M²) OFROOF AREA.2.2.10.COATED GLASS SLIP SHEET:2.2.10.1.ATLAS FR-10 FIRE RATED SLIP SHEET.2.2.10.1.2 PLIES2.2.11.WALKWAYS:2.2.11.1.PROVIDE NON-SKID, MAINTENANCE-FREE WALKWAY PADS INAREAS OF HEAVY FOOT TRAFFIC AND AROUND MECHANICALEQUIPMENT.2.2.11.2.DURO-LAST ROOF TRAK® III WALKWAY PAD.2.3.ROOF INSULATION2.3.1.GENERAL:2.3.1.1.PROVIDE PREFORMED ROOF INSULATION BOARDS THATCOMPLY WITH REQUIREMENTS AND REFERENCED STANDARDS,AS SELECTED FROM MANUFACTURER'S STANDARD SIZES.2.3.1.2.PROVIDE PREFORMED SADDLES, CRICKETS, AND OTHERINSULATION SHAPES WHERE INDICATED FOR SLOPING TODRAIN. FABRICATE TO SLOPES INDICATED.2.3.2.POLYISOCYANURATE BOARD INSULATION: COMPLYING WITH ASTMC 1289, TYPE II, FELT OR GLASS-FIBER MAT FACER ON BOTHMAJOR SURFACES. MATERIAL AS SUPPLIED BY DURO-LAST.2.3.2.1.DURO-GUARD® ISO II (FLAT).2.3.2.2.DURO-GUARD® ISO II (FLAT).2.4.ROOF INSULATION ACCESSORIES2.4.1.GENERAL: PROVIDE ROOF INSULATION ACCESSORIES APPROVEDBY THE ROOF MEMBRANE MANUFACTURER AND ASRECOMMENDED BY INSULATION MANUFACTURER FOR THEINTENDED USE.2.4.2.FASTENERS: PROVIDE DURO-LAST FACTORY-COATED STEELFASTENERS AND METAL OR PLASTIC PLATES MEETINGCORROSION-RESISTANCE PROVISIONS IN FMG 4470, DESIGNEDFOR FASTENING INSULATION AND/OR INSULATION COVER BOARDSIN CONFORMANCE TO SPECIFIED DESIGN REQUIREMENTS.PART 3 EXECUTION3.1.EXAMINATION3.1.1.VERIFY THAT THE SURFACES AND SITE CONDITIONS ARE READYTO RECEIVE WORK.3.1.2.VERIFY THAT THE DECK IS SUPPORTED AND SECURED.3.1.3.VERIFY THAT THE DECK IS CLEAN AND SMOOTH, FREE OFDEPRESSIONS, WAVES, OR PROJECTIONS, AND PROPERLYSLOPED TO DRAINS, VALLEYS, EAVES, SCUPPERS OR GUTTERS.3.1.4.VERIFY THAT THE DECK SURFACES ARE DRY AND FREE OFSTANDING WATER, ICE OR SNOW.3.1.5.VERIFY THAT ALL ROOF OPENINGS OR PENETRATIONS THROUGHTHE ROOF ARE SOLIDLY SET.3.1.6.IF SUBSTRATE PREPARATION IS THE RESPONSIBILITY OF ANOTHERCONTRACTOR, NOTIFY ARCHITECT OF UNSATISFACTORYPREPARATION BEFORE PROCEEDING.3.2.PREPARATION3.2.1.CLEAN SURFACES THOROUGHLY PRIOR TO INSTALLATION.3.2.2.PREPARE SURFACES USING THE METHODS RECOMMENDED BYTHE MANUFACTURER FOR ACHIEVING THE BEST RESULT FOR THESUBSTRATE UNDER THE PROJECT CONDITIONS.3.2.3.SURFACES SHALL BE CLEAN, SMOOTH, FREE OF FINS, SHARPEDGES, LOOSE AND FOREIGN MATERIAL, OIL, GREASE, ANDBITUMEN.3.3.INSTALLATION3.3.1.INSTALL INSULATION IN ACCORDANCE WITH THE ROOFMANUFACTURER'S REQUIREMENTS.3.3.2.SEPARATION SLIP SHEET: ATLAS FR-10 FIRE RATED SLIP SHEET.3.3.2.1.INSTALL IN ACCORDANCE WITH THE ROOF MANUFACTURER'SREQUIREMENTS.3.3.3.INSULATION: DURO-GUARD® ISO II (FLAT).3.3.3.1.INSTALL INSULATION IN ACCORDANCE WITH THE ROOFMANUFACTURER'S REQUIREMENTS.3.3.3.2.INSULATION SHALL BE ADEQUATELY SUPPORTED TO SUSTAINNORMAL FOOT TRAFFIC WITHOUT DAMAGE.3.3.3.3.WHERE FIELD TRIMMED, INSULATION SHALL BE FITTED TIGHTLYAROUND ROOF PROTRUSIONS WITH NO GAPS GREATER THAN ¼INCH.3.3.3.4.NO MORE INSULATION SHALL BE APPLIED THAN CAN BECOVERED WITH THE ROOF MEMBRANE BY THE END OF THE DAYOR THE ONSET OF INCLEMENT WEATHER.3.3.3.5.IF MORE THAN ONE LAYER OF INSULATION IS USED, ALL JOINTSBETWEEN SUBSEQUENT LAYERS SHALL BE OFFSET BY AT LEAST 6INCHES.3.3.3.6.MECHANICAL ATTACHMENT: USE ONLY FASTENERS, STRESS PLATESAND FASTENING PATTERNS ACCEPTED FOR USE BY THE ROOFMANUFACTURER. FASTENING PATTERNS MUST MEET APPLICABLEDESIGN REQUIREMENTS.3.3.3.6.1.INSTALL FASTENERS IN ACCORDANCE WITH THE ROOFMANUFACTURER'S REQUIREMENTS. FASTENERS THAT AREIMPROPERLY INSTALLED MUST BE REPLACED OR CORRECTED.3.3.3.7.INSTALL MECHANICAL FASTENERS THROUGH TOP LAYER TOATTACH DURO-GUARD® ISO II (FLAT) INSULATION. INSTALL ALLLAYERS IN PARALLEL COURSES WITH END JOINTS STAGGERED 50%AND ADJACENT BOARDS BUTTED TOGETHER WITH NO GAPSGREATER THAN ¼ INCH.3.3.4.ROOF MEMBRANE: 50 MIL, DURO-LAST® PVC THERMOPLASTICMEMBRANE.3.3.4.1.USE ONLY FASTENERS, STRESS PLATES AND FASTENING PATTERNSACCEPTED FOR USE BY THE ROOF MANUFACTURER. FASTENINGPATTERNS MUST MEET THE APPLICABLE DESIGN REQUIREMENTS.3.3.4.2.INSTALL FASTENERS IN ACCORDANCE WITH THE ROOFMANUFACTURER'S REQUIREMENTS. FASTENERS THAT AREIMPROPERLY INSTALLED SHALL BE REPLACED OR CORRECTED.3.3.4.3.MECHANICALLY FASTEN MEMBRANE TO THE STRUCTURAL DECKUTILIZING FASTENERS AND FASTENING PATTERNS THAT INACCORDANCE WITH THE ROOF MANUFACTURER'S REQUIREMENTS.3.3.4.4.CUT MEMBRANE TO FIT NEATLY AROUND ALL PENETRATIONS ANDROOF PROJECTIONS.3.3.4.5.UNROLL ROOFING MEMBRANE AND POSITIONED WITH A MINIMUM 6INCH OVERLAP.3.3.5.SEAMING:3.3.5.1.WELD OVERLAPPING SHEETS TOGETHER USING HOT AIR. MINIMUMWELD WIDTH IS 1-1/2 INCHES.3.3.5.2.CHECK FIELD WELDED SEAMS FOR CONTINUITY AND INTEGRITY ANDREPAIR ALL IMPERFECTIONS BY THE END OF EACH WORK DAY.3.3.6.MEMBRANE TERMINATION/SECUREMENT: ALL MEMBRANETERMINATIONS SHALL BE COMPLETED IN ACCORDANCE WITH THEMEMBRANE MANUFACTURER'S REQUIREMENTS.3.3.6.1.PROVIDE SECUREMENT AT ALL MEMBRANE TERMINATIONS AT THEPERIMETER OF EACH ROOF LEVEL, ROOF SECTION, CURB FLASHING,SKYLIGHT, EXPANSION JOINT, INTERIOR WALL, PENTHOUSE, ANDOTHER SIMILAR CONDITION.3.3.6.2.PROVIDE SECUREMENT AT ANY ANGLE CHANGE WHERE THE SLOPEOR COMBINED SLOPES EXCEEDS TWO INCHES IN ONE HORIZONTALFOOT.3.3.7.FLASHINGS: COMPLETE ALL FLASHINGS AND TERMINATIONS ASINDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH THEMEMBRANE MANUFACTURER'S REQUIREMENTS.3.3.7.1.PROVIDE SECUREMENT AT ALL MEMBRANE TERMINATIONS AT THEPERIMETER OF EACH ROOF LEVEL, ROOF SECTION, CURB FLASHING,SKYLIGHT, EXPANSION JOINT, INTERIOR WALL, PENTHOUSE, ANDOTHER SIMILAR CONDITION.3.3.7.1.1.DO NOT APPLY FLASHING OVER EXISTING THRU-WALL FLASHINGSOR WEEP HOLES.3.3.7.1.2.SECURE FLASHING ON A VERTICAL SURFACE BEFORE THE SEAMBETWEEN THE FLASHING AND THE MAIN ROOF SHEET ISCOMPLETED.3.3.7.1.3.EXTEND FLASHING MEMBRANE A MINIMUM OF 6 INCHES (152 MM)ONTO THE MAIN ROOF SHEET BEYOND THE MECHANICALSECUREMENT.3.3.7.1.4.USE CARE TO ENSURE THAT THE FLASHING DOES NOT BRIDGELOCATIONS WHERE THERE IS A CHANGE IN DIRECTION (E.G. WHERETHE PARAPET MEETS THE ROOF DECK).3.3.7.2.PENETRATIONS:3.3.7.2.1.FLASH ALL PIPES, SUPPORTS, SOIL STACKS, COLD VENTS, ANDOTHER PENETRATIONS PASSING THROUGH THE ROOFINGMEMBRANE AS INDICATED ON THE DRAWINGS AND IN ACCORDANCEWITH THE MEMBRANE MANUFACTURER'S REQUIREMENTS.3.3.7.2.2.UTILIZE CUSTOM PREFABRICATED FLASHINGS SUPPLIED BY THEMEMBRANE MANUFACTURER.3.3.7.2.3.EXISTING FLASHINGS: REMOVE WHEN NECESSARY TO ALLOW NEWFLASHING TO TERMINATE DIRECTLY TO THE PENETRATION.3.3.7.3.PIPE CLUSTERS AND UNUSUAL SHAPES:3.3.7.3.1.CLUSTERS OF PIPES OR OTHER PENETRATIONS WHICH CANNOT BESEALED WITH PREFABRICATED MEMBRANE FLASHINGS SHALL BESEALED BY SURROUNDING THEM WITH A PREFABRICATEDVINYL-COATED METAL PITCH PAN AND SEALANT SUPPLIED BY THEMEMBRANE MANUFACTURER.3.3.7.3.2.VINYL-COATED METAL PITCH PANS SHALL BE INSTALLED, FLASHEDAND FILLED WITH SEALANT IN ACCORDANCE WITH THE MEMBRANEMANUFACTURER'S REQUIREMENTS.3.3.7.3.3.PITCH PANS SHALL NOT BE USED WHERE PREFABRICATED OR FIELDFABRICATED FLASHINGS ARE POSSIBLE.3.3.8.ROOF DRAINS:3.3.8.1.COORDINATE INSTALLATION OF ROOF DRAINS AND VENTSSPECIFIED IN SECTION 15146 - PLUMBING SPECIALTIES.3.3.8.2.REMOVE EXISTING FLASHING AND ASPHALT AT EXISTING DRAINS INPREPARATION FOR SEALANT AND MEMBRANE.3.3.8.3.PROVIDE A SMOOTH CLEAN SURFACE ON THE MATING SURFACEBETWEEN THE CLAMPING RING AND THE DRAIN BASE.3.3.9.EDGE DETAILS:3.3.9.1.PROVIDE EDGE DETAILS AS INDICATED ON THE DRAWINGS. INSTALLIN ACCORDANCE WITH THE MEMBRANE MANUFACTURER'SREQUIREMENTS.3.3.9.2.JOIN INDIVIDUAL SECTIONS IN ACCORDANCE WITH THE MEMBRANEMANUFACTURER'S REQUIREMENTS.3.3.9.3.COORDINATE INSTALLATION OF METAL FLASHING AND COUNTERFLASHING SPECIFIED IN SECTION 07620.3.3.9.4.MANUFACTURED ROOF SPECIALTIES: COORDINATE INSTALLATIONOF COPINGS, COUNTER FLASHING SYSTEMS, GUTTERS,DOWNSPOUTS, AND ROOF EXPANSION ASSEMBLIES SPECIFIED INSECTION 07710.3.3.10.WALKWAYS:3.3.11.INSTALL WALKWAYS IN ACCORDANCE WITH THE MEMBRANEMANUFACTURER'S REQUIREMENTS.3.3.12.PROVIDE WALKWAYS WHERE INDICATED ON THE DRAWINGS.3.3.13.INSTALL WALKWAY PADS AT ROOF HATCHES, ACCESS DOORS,ROOFTOP LADDERS AND ALL OTHER TRAFFIC CONCENTRATIONPOINTS REGARDLESS OF TRAFFIC FREQUENCY. PROVIDED INAREAS RECEIVING REGULAR TRAFFIC TO SERVICE ROOFTOP UNITSOR WHERE A PASSAGEWAY OVER THE SURFACE IS REQUIRED.3.3.14.DO NOT INSTALL WALKWAYS OVER FLASHINGS OR FIELD SEAMSUNTIL MANUFACTURER'S WARRANTY INSPECTION HAS BEENCOMPLETED.3.3.11.WATER CUT-OFFS:3.3.11.1.PROVIDE WATER CUT-OFFS ON A DAILY BASIS AT THE COMPLETIONOF WORK AND AT THE ONSET OF INCLEMENT WEATHER.3.3.11.2.PROVIDE WATER CUT-OFFS TO ENSURE THAT WATER DOES NOTFLOW BENEATH THE COMPLETED SECTIONS OF THE NEW ROOFINGSYSTEM.3.3.11.3.REMOVE WATER CUT-OFFS PRIOR TO THE RESUMPTION OF WORK.3.3.11.4.THE INTEGRITY OF THE WATER CUT-OFF IS THE SOLERESPONSIBILITY OF THE ROOFING CONTRACTOR.3.3.11.5.ANY MEMBRANE CONTAMINATED BY THE CUT-OFF MATERIAL SHALLBE CLEANED OR REMOVED.3.4.FIELD QUALITY CONTROL3.4.1.THE MEMBRANE MANUFACTURER'S REPRESENTATIVE SHALLPROVIDE A COMPREHENSIVE FINAL INSPECTION AFTERCOMPLETION OF THE ROOF SYSTEM. ALL APPLICATION ERRORSSHALL BE ADDRESSED AND FINAL PUNCH LIST COMPLETED.3.5.PROTECTION3.5.1.PROTECT INSTALLED ROOFING PRODUCTS FROM CONSTRUCTIONOPERATIONS UNTIL COMPLETION OF PROJECT.3.5.2.WHERE TRAFFIC IS ANTICIPATED OVER COMPLETED ROOFINGMEMBRANE, PROTECT FROM DAMAGE USING DURABLE MATERIALSTHAT ARE COMPATIBLE WITH MEMBRANE.3.5.3.REPAIR OR REPLACE DAMAGED PRODUCTS AFTER WORK ISCOMPLETED.END OF SECTIONT.O. DOUBLE PLATE12'-0" A.F.F.T.O. PARAPET FRAMING19'-2" A.F.F.DININGMENT.O. PARAPET FRAMING20'-6" A.F.F.T.O. PARAPET FRAMING21'-10" A.F.F.B.O. CANOPY9'-4" A.F.F.FIN. FLOOR0'-0" A.F.F.SLOPE: 3/8"/ FT.HARD LIDCEILINGBUILDING SECTIONA712/04/2020A71BUILDING SECTION1/4"=1'-0"CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
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1405 YELM AVE EAST (SR 510)
YELM, WA 98597
SLOPE 1/8"/FT.PROVIDE J-BOX FORDEDICATED CIRCUIT FORPOWER FEED TO WINDOWCONCRETE FILLED 6" Ø STEELBOLLARD BEYOND. PAINT SAFETYYELLOW. REFER TO DETAIL 1/SD3NOTE: DRIVE-THRU WINDOW SUPPLIEDAND INSTALLED BY G.C. "QUICK SERV"WINDOW FLUSH MOUNT. VERIFYROUGH OPENING W/ WINDOWSUPPLIERRECESSED LIGHT FIXTURE,SEE LIGHTING SCHEDULERODJ-BEAD AND SEALANT ATEXTERIOR PENETRATIONSBLOCKING PER STRUCTURALW/ METAL CONNECTORS EACHSIDESHUTTERDRIVETHRUKITCHENWALK-IN BOX - SEE DRAWING A14FOR ADDITIONAL INFORMATIONBLOCKING AT EVERY 1/3POINT OF THE WALL (TYP.)INSTALLATION FLASHING KITPROVIDED BY WALK-IN MFRAND INSTALLED BY GCCOOLERKITCHENPLYWOOD PLACEDVERTICALLY TO BEYONDCEILINGNOTE: SEE STRUCTURALDRAWINGS FORSLAB/FOOTING DESIGNNOTE:HATCHING INDICATES PREFAB.WOOD TRUSS @ 24"O.C. TO BEDESIGNED FOR LOADS PERSTRUCTURAL DWGS.TOP OF PARAPET FRAMING19'-2" A.F.FEIFS OVER WRB OVER SHEATHINGPER STRUCTURAL. SEE DETAIL3/A5 FOR MORE INFO.CONT. 2X DOUBLE TOP PLATEROOFING MEMBRANE ONSHEATHING PER STRUCTURAL2x6 CONT. WD. RIBBON NAILEDTO EA. STUD W/ 3-16d NAILSNOTE: SEE STRL. DWGS. FORTYP. TRUSS FRAMING DETAILSR-21 FIBERGLASS BATTINSULATION W/ VAPORBARRIER WARM SIDECEILING - SEE DRAWING A32X6 BLOCKING BETWEENVERTICAL TRUSS MEMBER(TYP.)LIGHT FIXTURE, SUPPLIEDBY OWNER & INSTALLED BYG.C.ROOFING MEMBRANE OVERR-38 RIGID INSULATIONC.L. OF J-BOX18'-0" A.F.F.T.O. SLAB0'-0" A.F.F.TOP OF PLATE12'-0" A.F.F.ROOFING MEMBRANE FLASHING TOLAP TOP OF PARAPETFINISH GRADETOP OF SLAB0'-0" A.F.F.CONT. 2X DOUBLE TOP PLATEROOFING MEMBRANE OVERR-38 RIGID INSULATIONROOFING MEMBRANE FLASHING TOLAP TOP OF PARAPETROOFING MEMBRANE ONSHEATHING PER STRUCTURALTOP OF PARAPET FRAMING19'-2" A.F.F2X6 BLOCKING BETWEENVERTICAL TRUSS MEMBER(TYP.)PLYWOOD PLACEDVERTICALLY TO BEYONDCEILINGWALL FRAMING SEE DRAWINGA1CEILING - SEE DRAWING A3R-21 FIBERGLASS BATTINSULATION W/ VAPORBARRIER WARM SIDECONT. 2X DOUBLE TOP PLATE2x6 CONT. WD. RIBBON NAILEDTO EA. STUD W/ 3-16d NAILSNOTE: SEE STRL. DWGS. FORTYP. TRUSS FRAMING DETAILSR-21 FIBERGLASS BATTINSULATION W/ VAPORBARRIER WARM SIDEROOFING MEMBRANE FLASHING TOLAP TOP OF PARAPETTOP OF PARAPET FRAMING20'-6" A.F.F2X6 BLOCKING BETWEENVERTICAL TRUSS MEMBER(TYP.)TOP OF PLATE12'-0" A.F.F.CEILING - SEE DRAWING A3ROOFING MEMBRANE OVERR-38 RIGID INSULATIONROOFING MEMBRANE ONSHEATHING PER STRUCTURALMETAL CANOPY BY OTHERS SEESTRUCTURAL DRAWINGS FORBLOCKING REQ'S.WALL FRAMING SEE DRAWINGA1THIN BRICK OVER WRBOVER SHEATHING PERSTRUCTURALB.O. HEADER6'-2" A.F.F.HEADER PER STRUCTURALDININGWOOD SILL BY DECORSUPPLIERT.O. SILL3'-0" A.F.F.R-21 FIBERGLASS BATTINSULATION W/ VAPORBARRIER WARM SIDECEILING - SEEDRAWING A3T.O. SLAB0'-0" A.F.F.STOREFRONT & GLAZING SEEDRAWING A17BEAM PER STRUCTURALCONT. 2X DOUBLE TOP PLATEROOFING MEMBRANE FLASHING TOLAP TOP OF PARAPETSIMPSON H2.5 AT EACH TRUSSSIMPSON H2.5 AT EACH TRUSSROOFING MEMBRANE ONSHEATHING PER STRUCTURAL2x6 CONT. WD. RIBBON NAILEDTO EA. STUD W/ 3-16d NAILSNOTE: SEE STRL. DWGS. FORTYP. TRUSS FRAMING DETAILSROOFING MEMBRANE OVERR-38 RIGID INSULATIONSIMPSON H2.5 AT EACH TRUSSTOP OF PARAPET FRAMING19'-2" A.F.FC.L. OF J-BOX18'-0" A.F.F.LIGHT FIXTURE, SUPPLIEDBY OWNER & INSTALLED BYG.C.2X6 BLOCKING BETWEENVERTICAL TRUSS MEMBER(TYP.)METAL CANOPY W/ INTEGRALLIGHT FIXTURE BY OTHERS.SEE STRUCTURAL FORBLOCKING REQ'S.B.O. CANOPY9'-4" A.F.F.TOP OF PLATE12'-0" A.F.F.1/2" EXPANSION JOINTMATERIALSIDEWALKSLOPE CONCRETE CURBAWAY FROM BUILDING.REFER TO DETAIL 3/SD31/2" EXPANSION JOINTMATERIALCANT STRIPCANT STRIPCANT STRIPCANT STRIPWALK-IN BOX SLAB/EDGE DESIGNPER STRUCTURAL DRAWINGSR-10 SLAB EDGE INSULATIONEXTEND DOWN TO BOTTOM OFTHICKENED SLAB EDGEEIFS OVER WRB OVER SHEATHINGPER STRUCTURAL. SEE DETAIL3/A5 FOR MORE INFO.EIFS OVER WRB OVER SHEATHINGPER STRUCTURAL. SEE DETAIL3/A5 FOR MORE INFO.EXPANSION JOINT MATERIALR-10 SLAB EDGE INSULATIONEXTEND DOWN TO TOP OFFOOTINGR-10 SLAB EDGE INSULATIONEXTEND DOWN TO TOP OFFOOTINGR-10 SLAB EDGE INSULATIONEXTEND DOWN TO TOP OFFOOTINGR-10 SLAB EDGE INSULATIONEXTEND DOWN TO TOP OFFOOTINGEXTERIOR WALLSECTIONA81WALL SECTION @ KITCHENA82WALL SECTION @ COOLER/FREEZERA83SECTION AT BALCONY AND DRIVE-THRU WINDOWA84SECTION @ DINING12/04/2020A8CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597
CEILING HGT.8'-0" A.F.F.10 1/2" X 4 X 3/8" FLAT WELDEDTO 2 1/4" STRINGER AND 4" X 4"X 1/4" X 3"L ANGLE FASTENEDTHRU WALL WITH GAL. 6" X 3/4"BOLTPROVIDEBLOCKING INWALLBOTTOM CHORD OFPRE-FAB TRUSSATTACH STUDS TO STRUCTUREPER STRUCTURAL DRAWINGS1/2" GYP. BD. OR 1/2" PLYWD. TO 6"ABOVE CEILING MIN. UNLESS NOTEDOTHERWISEPROVIDE 2x FIRESTOPPINGBLOCKING AT CEILING HEIGHT(TYP.)WALL WIDTH VARIES - SEESHEET A1BLOCKING ATCENTERLINE OF WALL1/2" PLYWD. AT ALL KITCHENWALLSBLOCKING WHEREREQUIREDP.T. PLATE IN CONTACT W/SLAB2x8 CONT. LEDGER2x8 JOIST AT 16" O.C. FOR 1/2"GYP. BD. CEILING1/2" GYPSUM BOARD CEILINGAT RESTROOMSSIMPSON "LUS" TYPE HANGER,TYP.2 X 6 FIREBLOCKING IN EACHSTUD CAVITY AT LINE OFCEILINGRESTROOMDININGWOOD SILL BY DECORSUPPLIERNOTE:HATCHING INDICATES PREFAB.WOOD TRUSS @ 24"O.C. TO BEDESIGNED FOR LOADS PERSTRUCTURAL DWGS.3/4"x2'-0" STL. RODS @ 12" O.C.VERT. SECURED TO 2"x1/4"STL. RAILS (STRINGER)WALL FRAMINGSEE DRAWINGA1BILCO ROOF HATCHTYPE-S50TELECTRICAL JUNCTION BOXBY G.C. ELECTRICIANPOWER SUPPLYCLASS 2 UL. MOUNTED IN BOXBLOCKING. VERIFY LOCATIONWITH SIGN VENDOR2 LAYERS OF 1/2" TYPE "X"GWB WITH S/S PANELINSTALLED BETWEEN HOODAND WALL EXTENDING TO NOTLESS THAN 18" IN ALLDIRECTIONS FROM THE HOODMETAL BASE TRACKTOP OF PARAPET FRAMING19'-2" A.F.FCONT. 2X DOUBLE TOP PLATEROOFING MEMBRANE ONSHEATHING PER STRUCTURALSIMPSON H2.5 AT EACH TRUSS2x6 CONT. WD. RIBBON NAILEDTO EA. STUD W/ 3-16d NAILSNOTE: SEE STRL. DWGS. FORTYP. TRUSS FRAMING DETAILSR-21 FIBERGLASS BATTINSULATION W/ VAPORBARRIER WARM SIDESTOREFRONT & DOOR SEEDRAWING A171/2" EXPANSION JOINTMATERIALMETAL CANOPY BY OTHERS.W/ INTEGRAL LIGHT FIXTURE.SEE STRUCTURAL FORBLOCKING REQ'S.2X6 BLOCKING BETWEENVERTICAL TRUSS MEMBER(TYP.)LIGHT FIXTURE, SUPPLIEDBY OWNER & INSTALLED BYG.C.VESTIBULEROOFING MEMBRANE OVERR-38 RIGID INSULATIONC.L. OF J-BOX18'-0" A.F.F.B.O. CANOPY9'-4" A.F.F.T.O. SLAB0'-0" A.F.F.TOP OF PLATE12'-0" A.F.F.2x6 CONT. WD. RIBBON NAILEDTO EA. STUD W/ 3-16d NAILSTOP OF PARAPET FRAMING19'-2" A.F.FROOFING MEMBRANE FLASHING TOLAP TOP OF PARAPETROOFING MEMBRANE ONSHEATHING PER STRUCTURAL2X6 BLOCKING BETWEENVERTICAL TRUSS MEMBER(TYP.)THIN BRICK OVER WRBOVER SHEATHING PERSTRUCTURALSIDEWALKALL THRESHOLDS TO BEADA COMPLIANTR-21 FIBERGLASS BATTINSULATION W/ VAPORBARRIER WARM SIDEWALL FRAMING SEE DRAWINGA1NOTE: SEE STRL. DWGS. FORTYP. TRUSS FRAMING DETAILSTOP OF SLAB0'-0" A.F.F.1/2" EXPANSIONJOINT MATERIALSIDEWALKBEAM PER STRUCTURALTOP OF PARAPET FRAMING21'-10" A.F.FLIGHT FIXTURE, SUPPLIEDBY OWNER & INSTALLED BYG.C. SEE EXTERIORELEVATIONS FOR LOACTIONC.L. OF J-BOX20'-6" A.F.F.BUILDING SIGNROOFING MEMBRANE OVERR-38 RIGID INSULATIONCONT. 2X DOUBLE TOP PLATEROOFING MEMBRANE FLASHING TOLAP TOP OF PARAPETB.O. CANOPY9'-4" A.F.F.METAL CANOPY BY OTHERS.W/ INTEGRAL LIGHT FIXTURE.SEE STRUCTURAL FORBLOCKING REQ'S.T.O. SILL3'-0" A.F.F.R-21 FIBERGLASS BATTINSULATION W/ VAPORBARRIER WARM SIDECEILING - SEEDRAWING A31/2" EXPANSION JOINTMATERIALT.O. SLAB0'-0" A.F.F.SIDEWALKSTOREFRONT & GLAZING SEEDRAWING A17BEAM PER STRUCTURALNOTE: LADDER MUST BE OSHAAPPROVEDCEILING - SEEDRAWING A3BOTTOM CHORD OFPRE-FAB TRUSSCONT. MTL. TRACK AND DEFLECTIONTRACK. ATTACH STUDS TO STRUCTUREPER STRL. DRAWINGS1/2" GYP. BD. OR 1/2" PLYWD. TO 6"ABOVE CEILING MIN. UNLESS NOTEDOTHERWISEFIRE SHIELD FIRESTOPPINGCEILING HEIGHTS/S CEILING TILE WHEREREQUIREDMETAL STUD WALL PERDRAWING A1B.O. SCUTTLE9'-1" A.F.F.ROOFING MEMBRANE OVERR-38 RIGID INSULATIONSIMPSON H2.5 AT EACH TRUSSROOFING MEMBRANE ONSHEATHING PER STRUCTURALNOTE: SEE STRUCTURALDRAWINGS FORSLAB/FOOTING DESIGNCANT STRIPCANT STRIPCANT STRIPEIFS OVER WRB OVER SHEATHINGPER STRUCTURAL. SEE DETAIL3/A5 FOR MORE INFO.EIFS OVER WRB OVER SHEATHINGPER STRUCTURAL. SEE DETAIL3/A5 FOR MORE INFO.WOOD PANEL SIDING OVER WRBOVER SHEATHING PERSTRUCTURALR-10 SLAB EDGE INSULATIONEXTEND DOWN TO TOP OFFOOTINGR-10 SLAB EDGE INSULATIONEXTEND DOWN TO TOP OFFOOTINGEXTERIOR WALLSECTIONA91WALL SECTION @ DINING ROOMA92WALL SECTION @ RESTROOMSA93SECTION AT FRONT OF DINING ROOMA94SECTION @ LADDERA96INTERIOR WALL SECTIONA95INTERIOR WALL SECTION12/04/2020A9CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597
8'-2"10'-11"1'-2"3'-8"1'-10"CLCLCL1'-10"1'-10"1'-10"1'-10"1'-10"3'-8"3'-8"1'-4"1'-0"1'-4"1'-4"1'-0"1'-4"1'-4"1'-0"1'-4"6"1'-0"7"1'-3 34"1'-0"1'-3 34"4'-11"
0'-10"
0'-9"1'-4"2'-6"1'-2"WALL MOUNT BRACKETPANEL BRACKETEQ.FRONT COUNTERCUSTOMER VIEWSOLIDSURFACEBACK SPLASHDIGITAL MENUBOARDPRODUCTIONCOUNTERCORNER GUARD (TYP.)BULKHEAD(FRP)A32EQ.B.O. BULKHEAD7'-0" A.F.F.1'-2"
1'-2"CLFRONT COUNTERCUSTOMER VIEWB.O. BULKHEAD7'-0" A.F.F.B.O. CEILING9'-4" A.F.F.10'-11"3'-8"3'-8"3'-8"B.O. CEILING9'-4" A.F.F.B.O. BULKHEAD7'-0" A.F.F.T.O. COUNTERTOP2'-10" A.F.F.B.O. CEILING9'-4" A.F.F.DIGITAL MENUBOARDELEVATIONS & DETAILSA122DIGITAL MENUBOARD ELECTRICAL RECEPTACLE LOCATIONS1/2"=1'-0"A123DIGITAL MENUBOARD LOCATION DIAGRAM 1/2"=1'-0"* FOR REFERENCE ONLYA124FRONT COUNTER SECTION1/2"=1'-0"A121MONITOR BRACKET DETAILSNTS12/04/2020A12CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597
34" (FINISH)HOLDQUARRY TILE BASEPER DWG. A2ELEC. RECEPTACLE. COORD.SEE DECOR DWGS. FORWITH ELEC. DWGS.SOLID SURFACE COUNTERSERVICE COUNTER FINISHESNOTE:ANCHOR P.T. 2x4 AT FLOOR2x4 WOOD BLKG.IN WALL AS REQ'D. 114"1 1/2" Ø GROMMETED HOLEFOR ELECTRIC CABLESURETHANE PAINT ON PLYWOODOF COUNTER TO 24". BOTH SIDES.30"2x4 WOOD STUDS @ 16" O.C.FINISH PER DECOR DWGS.OVER 1/2" PLYWD. BY DECORAT P.O.S. ONLYFRP ON 1/2" PLYWD.SERVICE COUNTER SHELVING AND SUPPORT LEGS PERKITCHEN DWGS. INSTALLED BY GCCOOLERDOORSWEEP GASKETSLOPE SETTING BED1/8" PER FOOT TOCOOLER DOORQUARRY TILEMUD-SET TOBUILDING SLABCOOLERKITCHENSLOPE SETTING BED1/8" PER FOOT TODOOREXPANSIONJOINT AT W.I.B.SLABSEE STRUCTURALDRAWINGS FORFOUNDATIONSEE STRUCTURALDRAWINGS FORSLAB EDGEBUILDINGWALLWALK-IN WALLINSULATIONFULL LENGTH .040ALUM. CLOSURE ANGLEW/ HEMMED EDGES W/SILICONE BEAD CONT.EACH SIDE COORD.WITH KES/KOLPAKNOTE:REFER TO DECOR DRAWINGSFOR FINISH SCHEDULE ANDSPECIFICATIONS.SOLID SURFACEAND BACKSPLASHBY DECOR11'-012"FIELD VERIFY1'-0"TYP. VFY.1'-0"3'-2"SALESKITCHEN4" BACKSPLASH,TYP. EA. SIDEPER DECOR11'-012"FIELD VERIFY1 1/2" DIA. HOLEFOR WIRING, TYP.2'-6" COUNTER WIDTH
UNDER COUNTER CUPDISPENSERS, INSTALL PERMANUF. INSTRUCTIONS.PRINTERPRINTERCASH DRAWERREGISTER1A14CASH DRAWERSUPPORT LEG PERKITCHEN DRAWINGSREGISTERCONDIMENTUNITNOTE:EQUIPMENT SPECS AND LOCATIONPER KITCHEN DRAWINGSMETALSHELVING1/2 " PRE-FABSOLID SURFACECOUNTER TOP.SAFE ON2" SOLIDBLOCKING11'-012"FIELD VERIFYNOTE:VERIFY WIRING HOLE LOCATION/QTY. WITHREGISTER LAYOUT PER KITCHEN DRAWINGS2x4 STUDSBELOW2"512"EVAPORATORFREEZEREVAPORATORNOTE:W.I.B. DIMENSIONS SHOWNARE MFR SUPPLIED. VERIFYWHERE INDICATEDA149A147COOLER2'-10"3'-5"13'-0"8'-812"VERIFY19'-3"
VERIFY
12'-0"6'-3"4"A147SIMA146A1483'-6"2'-8"
VFY. CLR.
W/ UTILITY
NOTE:SEE KITCHEN DRAWINGSFOR W.I.B. EQUIPMENT ANDSHELVINGRAMPDOORPLUGFLOORPANELSWEEP GASKETHEATER WIREBOTTOM PLATEST-STL THRESHOLDCOOLER TILEFLOORWALK-IN BOX NOTES1.SEE STRUCTURAL DRAWINGS FOR FOUNDATION DETAILS AND ADDITIONAL NOTES. G.C.TO COMPLY WITH ALL W.I.B. MANUFACTURER RECOMMENDATIONS FOR PREPARATIONAND INSTALLATION OF W.I.B. SLAB.2.COOLER REFRIGERATION SHALL BE SIZED TO MAINTAIN 34 DEG. F. FREEZERREFRIGERATION SHALL BE SIZED TO MAINTAIN -10 DEG. F. WALK-IN COOLER SHALL BEPROVIDED WITHOUT FLOOR. WALK-IN FREEZER SHALL BE PROVIDED WITH 4"INSULATED FLOOR AND INTERIOR RAMP AT DOOR PER WSEC REQUIREMENTS.3.THE WALK-IN MANUFACTURER WILL PROVIDE: 1) THE WALK-IN COOLER & FREEZER 2) REFRIGERATION EQUIP. SIZED TO MEET POPEYES REQUIREMENTS, FACTORY ASSEMBLED AND WITH LOW AMBIENT CONTROLS, INCLUDING ALL WIRING, REFRIGERATION PIPING, W/ REMOTE UNITS MOUNTED ON S.S. RAILS LOCATED ON THE ROOF, AND READY FOR FINAL CONNECTION TO ALL NECESSARY UTILITIES. 3) DELIVERY OF THE BOXES 4) CONTRACTOR TO INSTALL WALK-IN BOX AND REFRIG.4.IT SHALL BE THE RESPONSIBILITY OF THE G.C. TO CONTACT WALK-IN BOX PROVIDERAND OBTAIN A COPY OF THE SHOP DRAWINGS FOR THIS PROJECT PRIOR TO ROUGH INOF UTILITIES. FAILURE TO OBTAIN SHOP DRAWINGS PRIOR TO ROUGH IN WILL NOTRESULT IN EXTRA CHARGES TO THE OWNER FOR RELOCATION OF UTILITIES.5.WALK-IN BOX COOLERS AND FREEZERS SHALL COMPLY WITH WSEC SECTION C410 ANDSHALL INCLUDE MINIMUM INSULATION VALUES AS STATED IN SECTION C410.2. WALK-INCOOLERS SHALL REQUIRE WALL, CEILING AND DOOR INSULATION NOT LESS THAN R-25.WALK-IN FREEZERS SHALL REQUIRE WALL, CEILING AND DOOR INSULATION OF NOTLESS THAN R-32. THE WALK-IN FREEZER FLOOR INSULATION SHALL BE NOT LESS THANR-28.6.PROVIDE R-10 SLAB EDGE INSULATION ALONG THE INTERIOR PERIMETER OF THETHICKENED SLAB EDGE FOR THE WALK-IN COOLER. NOT REQUIRED ALONG THEPERIMETER OF THE FREEZER SLAB EDGE.A141SECTION @ FRONT COUNTER3/4"=1'-0"A142FRONT COUNTER ELEVATION - CUSTOMER SIDE3/4"=1'-0"A143FRONT COUNTER CUT-OUTS3/4"=1'-0"A144FRONT COUNTER ELEVATION - SERVICE SIDE3/4"=1'-0"A145WALK-IN BOX FLOOR PLAN1/2"=1'-0"A149SECTION @ W.I.B. WALL1-1/2"=1'-0"A147FLASHING DETAIL @ W.I.B.3"=1'-0"A146SECTION @ W.I.B. COOLER DOOR1-1/2"=1'-0"WALK-IN BOX &COUNTERSECTIONS & DETAILSA148SECTION @ W.I.B. FREEZER DOOR1"=1'-0"3/23/2021A14CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597
WALL TILE INSTALLATION NOTES1.INSTALL PINOT GOLD MEUNIER TILE, T-3, FROM TOP OF COVE BASE TO4'-10" AFF. PROVIDE FOUR ROWS OF THE TILE AS THE CONTROL.2.INSTALL MARDI GRAS CARNIVAL MOSAIC TILE, M-2, ABOVE FIELD TILE;ONE 12" ROW CUT TO 6" HEIGHT BEFORE INSTALLATION (6" BAND).3.FLOAT MARDI GRAS CARNIVAL MOSAIC TILE, M-2, TO DEPTH OF PINOTGOLD MEUNIER TILE, T-3.4.INSTALL ONE ROW OF THE BULL NOSE PINOT GOLD MEUNIER TILE, T-4,ABOVE TOP OF MARDI GRAS CARNIVAL MOSAIC.5.SEAL ALL WALL TILE GROUT JOINTS WITH EPOXY GROUT.6.DALTINE IS AN APPROVED OPTION FOR THE WALL AND FLOOR TILES.7.TILES CAN BE INSTALLED TO THE FULL WALL HEIGHT.HAND SINK ASSEMBLYHAND SINKMANUF: AMERICAN STANDARDMODEL: 9141.001 FAUCET HOLES ON 4" CENTERSCOLOR: WHITEFAUCETMANUF: AMERICAN STANDARDMODEL: 8123FFINISH: POLISHED CHROMETRAP SIZE: 1 1/4"DRAIN BOOTMANUF: PLUMBEREX TRAP GEARMODEL: 396WSPECIFICATIONS:DIVISION 10: SPECIALTIES SECTION 10A: TOILET ACCESSORIESGENERAL PROVISIONS1.SCOPE: INSTALL TOILET PARTITIONS WHERE APPLICABLE, TOILETACCESSORIES, AND RELATED HARDWARE AS SHOWN ON PLANS ORINSTALLATION DRAWINGS.2.SUBMISSIONS: PROVIDE INSTALLATION DRAWINGS TO OWNER'SREPRESENTATIVE SHOWING THE SIZE AND LOCATION OF EACHCOMPONENT AND ROUGH OPENING SIZES AND MOUNTING HEIGHTS.LABEL ALL COMPONENTS TO CORRESPOND TO INSTRUCTIONS FOR EASEOF INSTALLATION.MATERIALS1.DOORS FOR TOILET COMPARTMENTS WHERE APPLICABLE WITH STUDWALL PARTITIONS SHALL BE 3/4" X 58" HIGH TOILET STALL DOORS WITHSTANDARD HINGES #502 CATCH SLIDE SURFACE STRIKE #5140 FOROUTSWINGING DOORS, AND #5260 SURFACE STRIKE FOR IN-SWINGINGDOORS, COAT HOOK WITH RUBBER BUMPER AT 48" O.C.2.STALL DOOR HINGE JAMB: 1-1/4" X 1-1/4" X 8'-0" MILL FINISH ALUMINUMTUBE HINGE JAMB POST FOR TOILET STALL DOORS. PRE- DRILL FOR#12 SCREWS @ 8" O.C.3.PANELIZED TOILET COMPARTMENTS & DOORS (WHEN SHOWN) SHALL BEMARLITE FLOOR-MOUNTED, OVERHEAD-BRACED TOILET PARTITIONS AND/OR FLOOR-MOUNTED, CEILING-BRACED URINAL SCREEN BY MARLITEWITH STAINLESS STEEL PILASTER SHOE COVERS. FINISH 927FOLKSTONE (GRAY), MCP LAMINATE. DOORS TO HAVE COAT HOOK WITHRUBBER BUMPER.4.ACCESSORIES REFER TO DRAWINGS.PERFORMANCE1.INSTALL PARTITIONS, ACCESSORIES, AND HARDWARE IN ACCORDANCEWITH MANUFACTURER'S RECOMMENDATIONS AND INSTALLATIONDRAWINGS.AMERICAN STANDARD HAND SINK 9141.001N85AMERICAN STANDARD 8123F CENTERSET LAVATORY FAUCETN81TOILET, FLOOR MOUNT, SENSOR FLUSH - AMERICAN STANDARD 3043.102N84WALL MOUNTED MIRROR, CHANNEL FRAME 18"x36" - GAMCO C-18x362R10SURFACE-MOUNTED DOOR BUMPER - BOBRICK B-6877R20HEAVY DUTY CLOTHES HOOK - BOBRICK B-2116RECESSED ROLL TOWEL DISPENSER AND WASTE RECEPTACLE, BOBRICK B-43944SOAP DISPENSER, SURFACE MOUNT - BOBRICK B-4112 (OPTIONAL)ROLL TOILET TISSUE DISPENSER - BOBRICK B-2890GRAB BAR, STRAIGHT, SNAP FLANGE, 36" - GAMCO 150-S x 36"GRAB BAR, STRAIGHT, SNAP FLANGE, 42" - GAMCO 150-S x 42"GRAB BAR, STRAIGHT, SNAP FLANGE, 18" - GAMCO 150-S x18"SANITARY NAPKIN DISPOSAL, SURFACE MOUNT - BOBRICK B-270BABY CHANGING STATION, SURFACE MOUNT - KOALA KARE KB101ITEMQUANTITYRESTROOM ACCESSORIES SCHEDULEALL RESTROOM ACCESSORIES FURNISHED AND INSTALLED BY CONTRACTOR,EXCEPT SOAP DISPENSERR52N80R30N82R40R60R50R51R22R22NOTES:1.ALL DIMENSIONS THIS DRAWING ARE FROM FINISHES.2.SEE WOMEN'S RESTROOM ELEVATIONS DETAIL 2 FOR WALL FINISH DESIGNATIONSAPPLICABLE TO BOTH RESTROOMS.3.SEE MEN'S RESTROOM ELEVATIONS DETAIL 3 FOR REQUIRED FIXTURE HEIGHTS ANDDIMENSIONS PER ADA/ANSI A117.1 APPLICABLE TO BOTH RESTROOMS.GFHA153EA152BADCBLOCKING,TYP.ACBDHGFEHANDDRYER2222222122222ACCESSIBILITY NOTES:ADA/ANSI A117.11.THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN SHALL BEDISPLAYED AT ALL ACCESSIBLE RESTROOM FACILITIES ADJACENT TOTHE LATCH SIDE OF THE DOOR. THE SIGN SHALL BE MOUNTED TOPOSITION THE BASELINE OF BRAILLE CELLS FROM 48" MIN. TO 60" MAX.ABOVE THE FLOOR.2.GRAB BARS REQUIRED FOR ACCESSIBILITY SHALL BE 1.25"-1.50" INDIAMETER WITH 1.5" CLEAR SPACE BETWEEN THE BAR AND THE WALL.3.ACCESSIBLE WATER CLOSETS SHALL BE 17"-19" FROM FLOOR TO THETOP OF THE SEAT. GRAB BARS SHALL BE 36" LONG MINIMUM WHENLOCATED BEHIND WATER CLOSET AND 42" MINIMUM WHEN LOCATEDALONG SIDE OF WATER CLOSET AND SHALL BE MOUNTED 33"-36"ABOVE THE FLOOR.4.ACCESSIBLE WATER CLOSETS SHALL HAVE FLUSH CONTROL ORMANUAL OVERRIDE FEATURES ON THE OPEN SIDE OF THE WATERCLOSET CLEAR FLOOR SPACE.5.ACCESSIBLE URINALS SHALL BE STALL-TYPE OR WALL HUNG WITHELONGATED RIMS AT A MAXIMUM OF 17" ABOVE THE FLOOR.6.ACCESSIBLE LAVATORIES SHALL BE MOUNTED WITH THE RIM NOHIGHER THAN 34" ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST29" ABOVE THE FLOOR TO THE BOTTOM OF THE APRON.7.ACCESSIBLE SINKS SHALL BE MOUNTED WITH THE RIM NO HIGHERTHAN 34" ABOVE THE FLOOR AND A CLEARANCE OF AT LEAST 27" HIGH,30" WIDE, AND 19" DEEP UNDERNEATH SINK. THE SINK DEPTH SHALL BE6.5" MAXIMUM AND HAVE ACCESSIBLE FAUCETS (i.e. LEVER-OPERATED,PUSH-TYPE, ELECTRONICALLY CONTROLLED.)8.HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES ANDSINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TOPROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP ORABRASIVE SURFACES UNDER9.WHERE MIRRORS ARE PROVIDED IN RESTROOM, AT LEAST ONE SHALLBE PROVIDED WITH THE BOTTOM EDGE OF THE REFLECTIVE SURFACENO HIGHER THAN 40" ABOVE THE FLOOR.10.OPERABLE PARTS INCLUDE ANY ELEMENT (MOTION DETECTOR,LEVERS, PUSH BUTTONS OR OTHERWISE) USED TO OPERATE THEDISPENSER AND INCLUDES THE DISPENSER OUTLET. MAXIMUMHEIGHTS MAY VARY IF DISPENSER LOCATIONS ARE CHANGED FROMTHE POSITIONS SHOWN ON THIS DRAWING.WASTERECEPTACLEBABY CHANGINGSTATIONDOORBUMPERMIRRORPROTRUDING TOILET PAPERDISPENSER BELOW GRABBAR ALLOWED OUTLET AREAINSULATE P-TRAP &HOT WATER SUPPLYHANDDRYERSOAPDISPENSERCOAT HOOKSCLEAR FLOOR SPACE BELOW HAND SINKSHALL NOT EXTEND LESS THAN REACHRANGE FOR DISPENSER AND PROVIDE KNEEAND TOE CLEARANCE PER SECTION 306WASTERECEPTACLEBABYCHANGESTATIONMIRRORSOAPDISPENSERR30N85R30R10R10R20N82N80R50N84R40R51R52R50N84R40R60R52R5130"x48" CLEAR FLOORSPACE AT HAND SINK,TYP.HANDDRYERN81N85N81HANDDRYERACCESSIBLE RESTROOMSIGN, TYP.PAINT PERDECOR DWGSPAINT PERDECOR DWGSTILE PERDECOR DWGSTILE PERDECOR DWGSTILE PERDECOR DWGSTILE PERDECOR DWGSPAINT PERDECOR DWGSPAINT PERDECOR DWGSA151ENLARGED RESTROOM PLAN1/2"=1'-0"A152ELEVATIONS @ WOMEN'S RESTROOM1/2"=1'-0"A153ELEVATIONS @ MEN'S RESTROOM1/2"=1'-0"ENLARGED RESTROOMPLAN & ELEVATIONS 12/04/2020A15CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597
PROTECT SYRUPLINES FROMTRUSS ANGLEBUNDLED SYRUPLINES & FILTEREDWATER LINEOPTIONAL INSTALLATION1" WIDE GALV. STRAPS @EA. TRUSS (MIN.6'-0")BOTTOMCHORD OFROOF TRUSSNOTE:SYRUP LINE BUNDLE (OWNERFURNISHED, AND INSTALLED)6'-3"3'-0"FRP OVER 1/2"CDX PLYWOODFRP OVER 1/2"CDX PLYWOOD18 GA. S.S. BACK WALL PANELS TO5'-0" A.F.F.NOTE:G.C. TO VERIFY EXACTDIMENSIONS OF MOP SINKPRIOR TO CONSTRUCTIONMOP SINKFAUCET, SEEPLUMBINGDRAWINGS3'-9"FRP J CHANNELBASE TILE 1/4"CAULKINGMIN. TYP.BEND S.S. OVERCLSLOPEDRAIN PIPE, SEEPLUMBING DRAWINGS2'-0"W/ANCHORS @ 12" O.C.FLUSH WITH TILE3x3x1/4" STEEL (LLV)CONTINUOUSPER CAB. MFR.
2'-9"
4'-85 8"
VFY.2'-6"5"1'-912"M-11 S/S TABLE WITHREINFORCED TOPPROVIDE WOODBLOCKING FORWALL CABINETHOLD-UP BUTTON6A162'-9"
4'-85 8"
VFY.5'-0"FILE CABINET ONWHEELED PLATFORMOR CASTERSADJUSTABLE S/S LEGFILE CABINETSBY OWNERCABINET FINISH: POSTFORMED LAMINATE BYNEVAMAR COLOR:STUDIO WHITE MATRIX(MR-7-1T TEXTURED)2"HOLD-UPBUTTONCALC.PER CAB. MFR.1'-1112"3'-012"5'-0" HIGH 18 GA. S/S PANEL (2B FINISH)@ ALL CAN WASH WALLS OVER 5/8"EXT. GRADE (MARINE) PLYWOOD.PROVIDE FULL HEIGHT FRP ABOVE5'-0". S/S PANELS TO BE ONE PIECEBENT @ CORNERS W/ DRILLED HOLESFOR FAUCET & VALVES PRIOR TOINSTALLATION. NO SEAMS AREACCEPTABLE. SILICONE CAULK @EDGES FOR WATER TIGHT SEAL.SLOPECLSLOPESLOPETOP OF TRIM2'-10" A.F.F.MARLITE WS-11x4 MAPLE RAILSTAINA162SYRUP LINES IN ATTIC SPACE3/4"=1'-0"A167ELEVATION @ OFFICE3/4"=1'-0"A166SECTION @ OFFICE3/4"=1'-0"A164MOPSINK3/4"=1'-0"A165MOPSINK3/4"=1'-0"A163DETAIL @ CHAIR RAIL 6"=1'-0"OFFICE & MOP SINKELEVATIONS & DETAILSA161CABINET ENCLOSURENTS 12/04/2020A16CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597
5'-8"VARIESSEE DOOR SCHEDULEVARIESVARIESVARIES5'-8"STOREFRONT NOTESALUMINUM STOREFRONT FRAME:BY YKK AP OF AMERICA. SYSTEM=YES 45 TU, 2"x 4 1/2" THERMAL SYSTEMFOR 1" INSULATED LOW "E" GLAZING.DOORS:YKKAP 20DMARK12345673'-0" X 6'-8"3'-0" X 6'-8"3'-0" x 6'-8"3'-6" X 7'-0"3'-0" X 7'-0"3'-0" X 6'-8"3'-0" X 7'-0" (PAIR)SIZEDOORTYPE ATYPE CTYPE ATYPE BTYPE DTYPE DDOORS BY COOLER MANUFACTURER - SEE DRAWING A14DOOR & HARDWARE NOTESA.HARDWARE SUPPLIER TO VERIFY STATE/LOCAL HANDICAPPEDREQUIREMENTS FOR EXIT HARDWARE.B.COMPLETE SUBMITTALS ARE REQUIRED FOR APPROVAL PRIOR TOANY ORDERING OR WORK.C.ALL DOOR HARDWARE MUST HAVE A SHAPE THAT IS EASY TO GRASPWITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHTPINCHING, OR TWISTING OF THE WRIST TO OPERATE.D.IF PANIC HARDWARE IS REQUIRED BY CODE, G.C. TO FURNISH ANDINCLUDE PRICE ON BID.E.SEAL BOTTOM OF WOOD DOORS.HARDWARE SET NO. 1: (LOCKNET SERIES DOOR PACKAGE)DOOR FRAME & HARDWARE INCLUDING VISION PANEL W/ FLAP, CONTINUOUS HINGE, HEAVY DUTYCLOSER AND PANIC HARDWARE ORDERED THROUGH LOCKNET (800) 887-43071 EA.3'-6" X 7'-0" X 1.75" X 16 GA. X G60 GALVANIZED LOCKNET SECURITY DOOR1 EA. 3'-6" X 7'-0" X (5-7/8" OR 6-3/4") JAMB DEPTH X 14 GA. X G60 GALVANIZED X WELDED IN PLACE EOA X 1/4" X 2-1/2" HR PLATE SPREADER BAR X 4-SIDED WELDED DOOR FRAME X FACTORY FINISH PAINTED8 EA. 3/4"Ø COVER PLUGS (BLACK)1 EA. AIR LOUVER VLF-IG-PVC-1/2" LEXAN - 9" X 9" GALVANIZED SECURITY VISION1 EA. PEMKO CDHFM82SLF-HD FULL MORTISE CONT. GEARED ALUM. HINGE X 6281 EA. SECURITY LATCH GUARD X FULL LENGTH X TORX SD/ST SMS X FACTORY FINISH1 EA. ARROW 1250S X EO X AL EXIT DEVICE1 EA. DORMA 8616 X DS X FCOV S SN1 X AL CLOSER1 EA. ROCKWOOD 24" X 40" X .050 X US32D X SECURITY TORX SD/ST SMS ARMOR PLATE ON PUSH SIDE1 EA. PEMKO 171A X 42" X DOUBLE NOTCH CUT ENDS X THRESHOLD1 EA. PEMKO 346C X 46" AL OVERHEAD RAIN DRIP X SECURITY TORX SD/ST SMS1 EA. PEMKO 221APK X 42" AL COMBINATION KICK PLAT & DOOR SHOE X TORX1 SET P8512 X CONT. PERIMETER WEATHER SEAL (BLACK)1 EA. INSTALLATION KIT (PER LOCKNET)1 EA. CARDBOARD PACKAGING (2 PIECE BOX)1 EA. DELIVERED ON FULL LENGTH WOODEN PALLETHARDWARE SET NO. 2: (BY YKK AP AMERICA INC.)DOORS AND FRAMESQTYPART #FINISHMODEL DESCRIPTION149111DOR YB5NYKK AP #20D3' x 7' O/P OFFSET PIVOTS, HBR RH192115FTR YB5N2" x 4-1/2"3' x 7' O/P, FRAME, W/TRANSOM, RH1 49114DOPYB5N20D6' x 7' O/P, OFFSET PIVOTS, HBR PR1 92118FTPYB5N2" x 4-1/2"6' x 7' O/P, FRAME, W/TRANSOM, PR3 P61205335SM CLOSER W/BACK CHECK NHO PRES3 H1104SD335PUSH/PULL 1" DIAM. TYPE SC (9" CTC)3 H7107YB5N3-0BOTTOM RAIL WEATHERSTRIP3 SD101YB5N10" BOTTOM RAIL UP TO 3'2H4204 SDTHUMBTURNSSTOCK LENGTHSQTY PART #FINISHLENGTHDESCRIPTION11BE91503YB5N24-0HEAD / JAMB / VERTICAL3 BE91512YB5N24-0SHALLOW POCKET FILLER2 BE91506YB5N24-0HORIZONTAL2 BE91513YB5N24-04-1/2" SIDELITE BASE4 E91015YB5N24-0GLASS STOP2 BE91510YB5N24-0SILL FLASHINGACCESSORIESQTYPART #LENGTHPKGDESCRIPTION1E20020 50P/BSETTING BLOCK1 E20047 50P/BWATER DEFLECTOR1 E20154 50P/B"W" SIDE BLOCK FOR DEEP POCKET1 E10168 20P/BEND DAM2 E20052 500P/BGLAZING GASKET2 PC1220 100P/B#12 x 1-1/4" PHSMS TYPE AB1 E11015 50P/BSHEAR BLOCK1PC1028 100P/B#10 x 1-3/4" PHSMS TYPE ABHARDWARE SET NO. 3:1-1/2 PR. HINGES McKINNEY BEARING HINGES, 4-1/2" X 4-1/2" US26D1 EA. LATCHSET W/LOCK SCHLAGE SATURN X US26D1 EA. FLOOR STOP BALDWIN #4000 FLOOR MOUNT1 EA. KICKPLATE BURNS 8" X 30" X 8" 16GA. US6281 EA. COAT HOOK JACKNOB #400 WITH RUBBER BUMPER1 EA. CLOSER LCN 1460 ALUMINUM CLOSERFOLLOWING ITEMS PROVIDED & INSTALLED BY G.C.:1 EA. SIGN HANDICAP ACCESSIBILITY (ADA)1 EA. SIGN AS REQ'D: DOOR #5 "MEN" 7" X 2" , DOOR #6 "WOMEN" 7" X 2"HARDWARE SET NO. 4:1-1/2 PR. HINGES McKINNEY BEARING HINGES, 4-1/2" X 4-1/2" US26D1 EA. KICKPLATE BURNS 8" X 30" X 8" 16GA. US26D1 EA. LATCHSET W/LOCK SCHLAGE SATURN X US26D1 EA. CLOSER LCN 1460 ALUMINUM CLOSER1 EA. 6"x6" VIEWING WINDOWSPECIFICATIONSDIVISION 8: DOORS, WINDOWS AND GLASS SECTION 8B: INTERIOR WOOD CORE DOORS AND FRAMESGENERAL PROVISIONS1.SCOPE: FURNISH AND INSTALL ALL INTERIOR WOOD COREDOORS AND RELATED ALUMINUM FRAMES. REFER TONATIONAL ACCOUNT DIRECTORY.MATERIALS1.DOORS ARE WOOD CORE SOLID DOORS. SEE DOOR SCHEDULEFOR SIZE, MATERIAL, HARDWARE, AND FINISH. FRAMES SHALLBE HOLLOW METAL AND FINISHED PER FINISH SCHEDULE.2.SEE HARDWARE SCHEDULE FOR HARDWARE ANDMANUFACTURERS.3.SEE SECTION 10A FOR TOILET STALL DOORS WHEREAPPLICABLE.PERFORMANCE1.INSTALLATION: INSTALL IN ACCORDANCE WITHMANUFACTURER'S INSTRUCTIONS. CAULK AROUND ABUTTINGEDGES WITH CLEAR SILICONE. SECTION 8C: STEEL DOORS AND FRAMESGENERAL PROVISIONS1. SCOPE: THE GENERAL CONDITIONS, SUPPLEMENTARYCONDITIONS, AND APPLICABLE PORTIONS OF DIVISION I OF THESPECIFICATIONS ARE PART OF THIS SECTION.FURNISH AND INSTALL ALL STEEL DOORS AND FRAMES, COMPLETEWITH JAMB ANCHORS.MATERIALS1. DOORS AND FRAMES BY PIONEER INDUSTRIES, INC.,STEELCRAFT, OR CECO.DOOR FRAMES SHALL BE OF 16 GAUGE COLD ROLLED STEEL.THEY SHALL BE MITERED AND WELDED AT CORNERS. FRAMESSHALL BE FURNISHED FACTORY- PRIMED AND SHALL HAVE THREE(3) "T" TYPE JAMB ANCHORS FOR EACH SIDE OF EACH FRAME.CAULK AROUND ALL ABUTTING EDGES WITH CLEAR SILICONE.DOORS SHALL BE CONSTRUCTED OF TWO (2) SHEETS OF 18GAUGE COLD ROLLED STEEL, WITH VERTICAL STIFFENERS NOTOVER 6" APART AND TOP AND BOTTOM EDGES REINFORCEDHORIZONTALLY BY STEEL CHANNELS, JOINTS AT EDGES OF DOORSHALL BE CONTINUOUSLY WELDED. DOORS SHALL BE SOUNDDEADENED BY FILLING CORE WITH MINERAL WOOL INSULATION.THEY SHALL BE THOROUGHLY CLEANED OF GREASE AND OTHERIMPURITIES, FILLED FLUSH, AND GIVEN TWO (2) COATS OFBAKED-ON RUST RESISTANT METALLIC PRIMER.2. SEE HARDWARE SCHEDULE FOR HARDWARE ANDMANUFACTURERS.NOTES:1.DOOR AND FRAME SHALL BE FULLY ASSEMBLED AND ALL HARDWARE SHALL BE INSTALLED BYSKILLED CRAFTSMEN AT THE FACTORY AND THE UNIT DELIVERED TO THE JOBSITE READY FORINSTALLATION. THE DOOR, HARDWARE AND THE HARDWARE INSTALLATION SHALL CARRY AMANUFACTURER'S 14-MONTH WARRANTY W/ 24 HOUR SERVICE. (TOLL FREE NUMBER TO BEDISPLAYED ON DOOR)2.H4101 FLUSH BOLT ON INACTIVE LEAF OF PAIR ONLY.6"x6" WINDOW ATDOOR # 2 ONLY(NO WINDOWS @RESTROOMSDOORS) PAINTTRIM BRONZE TOMATCH FRAMESLOCKNET HARDWARESETTEMP.GLASSHDWR.SETPUSH/PULLVIEWERKICKPLATEPANICLOUVERSWEATHER-STRIPPINGLOCKSETCLOSERTHRESHSTOPBUTTSFRAMEDETAIL QUANTITYFRAME1.5 PR242133VARIESVARIESSEE DOOR SCHEDULEVARIESSEE DOOR SCHEDULE1a3'-0" X 7'-0" (PAIR)TYPE A3 PR23a3'-0" X 7'-0"TYPE A210"VARIESSEE DOOR SCHEDULETYPE ANARROW FRAMESTOREFRONTTYPE BMETAL DOOR1-3/4" FLUSH DOORMAX. U=0.37TYPE CSOLID CORE1-3/4" WOOD DOORBIRCHTYPE DSOLID CORE1-3/4" WOOD DOORBIRCHNORTH FACINGMAX. U=0.60MAX. SHGC=0.51OTHERMAX.U=0.60MAX. SHGC=0.461.5 PR1.5 PR1.5 PR1.5 PR1.5 PR3 PR2'-10"6'-6"5'-0"5'-0"5'-0"15'-8"R.O.3'-8"2'-6"
2'-10"6'-6"5'-0"5'-0"10'-6"R.O.2'-0"R.O.2'-10"6'-6"5'-4"R.O.2'-10"3'-5"6'-012"R.O.SLIDEQUIKSERV BP-7241EDRIVE-THRU WINDOW2'-10"SLIDE6'-0"FINISH FLOOR7'-0"2'-4"VARIESR.O.ASTOREFRONTDOOR PERSCHEDULEMAX. U=0.38MAX. SHGC=0.56NORTH FACINGMAX. U=0.38MAX. SHGC=0.61BMAX. U=0.38MAX. SHGC=0.46CMAX. U=0.38MAX. SHGC=0.38DEMAX. U=0.38MAX. SHGC=0.38FMAX. U=0.40MAX. SHGC=0.61OTHERMAX. U=0.38MAX. SHGC=0.61FINISH PER DECOR DWGS.WIRE FEED FROM ELECTRICEYE TO WINDOW MOTORTHRU SILLSTAINLESS STEEL 20 GA. OVER WD.SHIM EXTEND UNDER WINDOW FRAMEAND BEHIND ELECTRIC EYE 1" EA. WAYDT WINDOWCONT. CAULKING2x12 WD. BLOCKINGELECTRIC EYECONT. SEALANTP.T. SHIM AS REQ'D.20 GAUGE STAINLESSSTEEL COVER (LENGTHOF WINDOW & EDGESSILL CAP BENT TO FITG.W.B.SHEATHINGPER STRL.STUDS PER STRL.EIFS SYSTEM PERMFR.EIFS STARTERTRACK AND CASINGBEAD SYSTEMSEALANT TO BACKERROD (TYPICAL)STOREFRONT SYSTEM,INSTALLED PER MFR.SPECSP.T. SHIM AS REQ'D.SEALANT TO BACKERRODCLEAR PLASTICCORNER GUARDSILICONE CAULKCONT. SEALANTCONTINUOUS MTL.FLASHING UNDERWINDOWACCENT BAND 1-1/4" RIGIDINSULATION ADHERED PEREIFS MFR . PAINT PER EXT.ELEV'S.EIFS SYSTEM PER MFR.WRB OVER SHEATHINGHEADER/ BEAM - SEESTRUCTURAL DWGS. FORSIZE AND LOCATIONACOUST. CLG. TILEAND GRID -SILICONE SEALANTP.T. SHIM AS REQ'D.STOREFRONT SYSTEMINSTALLED PER MFR. SPECSSEALANT TO BACKERROD (TYP.)CONT. EIFS STARTERW/ MTL. DRIPFLASHINGSHEATHING PERSTRL.EFISSYSTEMSILICONE SEALTO BACKER RODYKK AP 20DDOOR SYSTEMSILICONE SEAL TO BACKER RODWAINSCOTT PANEL ANDWALL COVERING FINISHESCLEAR CORNER GUARD1/2" PLYWOOD2x STUDDOOR JAMBWOOD FRAMING2x STUDHEADER PERSTRL.PRIME & PAINT TOMATCH STOREFRONTDOUBLE STUDHEADER PERSTRL.EIFS SYSTEMSEALANT TO BACKER RODCLOSURE COMPONENTSPER EIFS MFR.PENETRATIONFLASHING AND SEALALL OPENINGSBLOCKING ASREQ'DSEALANT TO BACKER RODCLOSURE COMPONENTSPER EIFS MFR.PENETRATIONFLASHING AND SEALALL OPENINGSEIFS SYSTEMWALL PERPLANH.M. FRAMEDOUBLESTUDSPRIME & PAINT TOMATCH STOREFRONTWALL PERPLANH.M. FRAMEA171DOOR ELEVATIONS1/4"=1'-0"A172DOOR SCHEDULEA173WINDOW ELEVATIONS1/4"=1'-0"A179HEADER @ EXT. DOOR 3"=1'-0"A1710JAMB @ EXT. DOOR3"=1'-0"A1712JAMB @ INT. DOOR3"=1'-0"A1711HEADER @ INT. DOOR3"=1'-0"A174HEAD @ STOREFRONT1-1/2"=1'-0"A176DETAIL @ SILL1-1/2"=1'-0"A175JAMB @ STOREFRONT1-1/2"=1'-0"A177DRIVE THRU WINDOW SILL1-1/2"=1'-0"A178SECTION @ EXT. HEADER1-1/2"=1'-0"DOOR & WINDOWSCHEDULES & DETAILS3/24/2021A17CHECKED:DATE:EXPRESS WRITTEN PERMISSIONFROM THE OWNER.POPEYES LOUISIANA KITCHEN, INCREPRODUCED WITHOUT THETHESE DRAWINGS ARE THEMIAMI, FL 33126AND SHALL NOT BE USED OR5505 BLUE LAGOON DRIVEPROPERTY OF LOUISIANA KITCHEN PLK DESIGN STANDARDS
DUAL-LINE PRODUCTION
NEW PLK1846 - NOLA PROTOTYPE
POPEYES RESTAURANT
2812 Colby Avenue
Everett WA 98201
(425) 252-2153 p
www.2812architecture.com REVISIONSPROJECT #20C-4234
1405 YELM AVE EAST (SR 510)
YELM, WA 98597