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2020.0061.BP0006 ARCHITECTURAL PAGES - Grocery Outleti N 66 0 N O N 00 N RESPONSIBILITY SCHEDULE RESPONSIBILITY ITEM Z W w LANDLORD GC GROCERY OUTLET COMMENTS (n Z J Q U) z (n z J Q z (n z J Q z GENERAL CONDITIONS BUILDING PERMIT AND FEES BUILDING CODE USE GROUP ANALYSIS USE GROUP: M -MERCANTILE USE GROUP: S1 -STORAGE TOTAL GROSS SQUARE FOOTAGE 23,301 SF FIRE PROTECTION: PROGRESSIVE AND FINAL CLEAN UP APN#: 22730110210 X z Q I- z 7 z SITEWORK AND DEMOLITION HAZ-MAT ABATEMENT ® ® PER REPORTS DEMOLITION - SITE NOT APPLICABLE DEMOLITION - BUILDING ® ® PER PLANS DEMOLITION - ROOF ® ® PER PLANS FIRE EXITING ® PER PLANS EQUIPMENT REMOVAL FENCING NOT APPLICABLE LANDSCAPING PARKING PAVING AND IMPROVEMENTS PARKING STRIPING AND SIGNAGE TRUCK DOCK (ON -GRADE) ® REFER TO SITE PLAN CART CORRALS ® ® REFER TO SITE PLAN CONCRETE FLOORING GRINDING z z COMMENTS EQUIPMENT ADCASTER NEW SLABS, FROZEN BOX FLOOR ® ® BAG RACKS REFER TO FLOOR PLANS AND SHEET NOTES PATCHING PLUMBING TRENCHES BALER EXTERIOR RAMP AND STAIRS CHECKSTANDS MASONRY CMU/BRICK/MISC CONVEYING SYSTEMS PRECAST CURBS, WHEEL STOPS NOT APPLICABLE EXTERIOR SIGNAGE - BUILDING METALS BOLLARDS ® ® ® ® NOT APPLICABLE CARPENTRY - EXTERIOR METALS ® ® ® ® PER PLANS CARPENTRY - INTERIOR METALS ® ® PER PLANS COLD FORMED METAL FRAMING BATHROOMS/SHORTWALLS/DEMISING ® ® PER PLANS CORNER GUARDS REFRIGERATION - FROZEN FOOD METAL DECK CASES EXTERIOR RAILINGS REFRIGERATION - FROZEN WALK-IN STEEL - MISCELLANEOUS ® ® ® PER PLANS STEEL -STRUCTURAL CASES STEEL - ENTRY DOOR FRAME REFRIGERATION - PRODUCE DISPLAY WOODS AND PLASTICS CARPENTRY - EXTERIOR DOORS CASES CARPENTRY - INTERIOR WOODS/PLASTICS FRAMING MATERIAL AND SHEATHING REFRIGERATION - SELF CONTAINED 3 MILLWORK IN BREAKROOM P -LAM COUNTERS AND SHELVES DOOR COOLER STRUCTURAL GLUE LAMINATED TIMBER ® ® SEE STRUCTURAL WOOD RAILS AND WALL PROTECTION REFRIGERATION - SELF CONTAINED 3 ® ® PER PLANS MEZZANINE/PLATFORM NOT APPLICABLE THERMAL AND MOISTURE PROTECTION PAINT - CEMENT PLASTER WALLS REFRIGERATION - WALK-IN MEAT EXTERIOR INSULATION AND FINISH SYSTEMS ® LL TO PREP AND PAINT EXTERIOR AS REQ'D FOR SIGNAGE ROOF ACCESS LADDER FURNISHINGS ROOFING - INSULATION SYSTEM ® REPAIR AS REQUIRED ROOFING - PATCH ® ® STOREFRONT FILM MECHANICAL MECHANICAL PLATFORM / CURBS SEE REFRIGERATION SHEET METAL FLASHING & COPING ® ® ® ® ® REPAIR AS REQUIRED STEEL SIDING / SCREEN WALLS NOT APPLICABLE THERMAL INSULATION - WALLS ® ® ® SEE MECHANICAL THERMAL INSULATION - ROOF ® ® REPAIR AS REQUIRED WOOD SIDING NOT APPLICABLE DOORS AND WINDOWS DOORS - HARDWARE ® ® ® SEE DOOR SCHEDULE DOORS - AUTOMATIC SYSTEMS DOORS - EXTERIOR DOORS - EXTERIOR (FINISH ONLY) DOORS - INTERIOR DOORS - ROLL UP / FREIGHT DOORS - TRAFFIC / IMPACT SKYLIGHTS NOT APPLICABLE WINDOWS ® CLEAN AS REQUIRED FINISHES ACOUSTICAL CEILING ® ® NOT APPLICABLE CONCRETE SEALANT PLUMBING ® FLOOR STAINING SEE PLUMBING SHEETS FIRE SPRINKLERS SHEET VINYL WALL BASE / COVE ® ® FRP FINISHES IN RESTROOMS VENDORS MUST BE REFRIGERATION COLUMNS GYPSUM BOARD/ TEXTURE ELECTRICAL COMMUNICATIONS (PHONE SYSTEM) PAINTING - EXTERIOR ® ® MODIFY REF ELECTRICAL PAINTING - INTERIOR ® ® SEE INTERIOR ELEVATIONS STAINLESS STEEL COLUMN WRAPS SHEETS ELECTRICAL SERVICE / DISTRIBUTION EPDXY FLOORS MODIFY REF ELECTRICAL SPECIALTIES AWNINGS / CANOPIES ® ® ® CLEAN AS REQUIRED CART CORRALS ® SHEETS ® ® REPAIR AS REQUIRED FIRE EXTINGUISHERS INTERIOR SIGNAGE FIRE AND BURGLAR ALARMS PRODUCE MISTING SYSTEMS ® ® GC TO COORDINATE RACKING - DECK PANS, WIRE MESH ® ® GC TO COORDINATE RACKING - DUNNAGE RACKS ® ® ® GC TO COORDINATE RACKING - LOZIER SHELVING ® ® GC TO COORDINATE RESTROOM GRAB BARS MISCELLANEOUS ADA COMPLIANCE (BUILDING REPAIRS) SIGN STRIPS STORAGE SHELVES (MISC., MELAMINE) ARTWORK/BANNERS TOILET ACCESSORIES WINE TABLES AND RACKS ® ® BLOCKING FOR EQUIPMENT IF REQUIRED REFRIGERATION REPAIRS PROJECT TEAM TENANT GROCERY OUTLET INC. TANNAZ HAGHAYEGH 5650 HOLLIS STREET EMERYVILLE, CA 94608 (510) 704-2898 ARCHITECT BRR ARCHITECTURE, INC MARIAN B. MEYER 8131 METCALF SUITE 300 OVERLAND PARK, KS 66204 (913)262-9050 r, STRUCTURAL ENGINEER VLMK ENGINEERING + DESIGN JUSTIN J ELLIOT 3933 SW KELLY AVE PORTLAND, OR 97239 (503) 222-4453 MEP/REFRIGERATION COOLSYS ENERGY DESIGN BEN ROSENZWEIG 4275 N. PALM ST SUITE 100 FULLERTON, CA 92835 (714) 578-2397 902 NE ALGIERS RD SE, YELM, WA, 98597 VICINITY MAP PROJECT LOCATION- -0 _. ...- CODE SUMMARY APPLICABLE CODES NORTH BUILDING CODE: 2015 INTERNATIONAL EXISTING BUILDING CODE LANDLORD GC GROCERY 2015 UNIFORM PLUMBING CODE ELECTRIC CODE: Z ACCESSIBILITY CODE: 2009 ICC/ANSI A117.1 OUTLET WASHINGTON STATE ENERGY CODE FIRE CODE: 2015 INTERNATIONAL FIRE CODE BUILDING CODE USE GROUP ANALYSIS USE GROUP: M -MERCANTILE USE GROUP: S1 -STORAGE TOTAL GROSS SQUARE FOOTAGE 23,301 SF FIRE PROTECTION: F- T T APN#: 22730110210 X z Q I- z 7 z Q H ACCESSORY EGRESS WIDTH w 6,417 SF 300 22 RESPONSIBILITY ITEM z z z COMMENTS EQUIPMENT ADCASTER BAG RACKS BALER CHECKSTANDS CONVEYING SYSTEMS NOT APPLICABLE EXTERIOR SIGNAGE - BUILDING ® ® SEPARATE PERMIT EXTERIOR SIGNAGE - MONUMENT ® ® SEPARATE PERMIT POS SYSTEM REFRIGERATION - DAIRY DISPLAY BOX REFRIGERATION - DELI DISPLAY CASES REFRIGERATION - FROZEN FOOD CASES REFRIGERATION - FROZEN WALK-IN REFRIGERATION - MEAT DISPLAY CASES REFRIGERATION - PRODUCE DISPLAY CASES REFRIGERATION - SELF CONTAINED 3 DOOR COOLER REFRIGERATION - SELF CONTAINED 3 DOOR FREEZER REFRIGERATION - WALK-IN MEAT COOLER FURNISHINGS WINDOW COVERINGS / BLINDS ® ® STOREFRONT FILM MECHANICAL COMPRESSORS AND CONDENSERS SEE REFRIGERATION ® ® SHEETS EVAC SYSTEM HVAC - ROOF UNITS ® ® ® SEE MECHANICAL SHEETS HVAC - EXTERIOR DUCTWORK NON APPLICABLE HVAC - INTERIOR DISTRIBUTION SEE MECHANICAL ® ® SHEETS PLUMBING ® ® SEE PLUMBING SHEETS FIRE SPRINKLERS DESIGN BUILD - GC (LL ® ® ® VENDORS MUST BE USED) ELECTRICAL COMMUNICATIONS (PHONE SYSTEM) ® ® MODIFY REF ELECTRICAL SHEETS ELECTRICAL SERVICE / DISTRIBUTION MODIFY REF ELECTRICAL ® ® ® SHEETS ENERGY MANAGEMENT SYSTEMS FIRE AND BURGLAR ALARMS LIGHTING ® ® MODIFY PER ELEC SECURITY SYSTEM - CCTV MISCELLANEOUS ADA COMPLIANCE (BUILDING REPAIRS) ARTWORK/BANNERS TRUCK DOCK REPAIRS ® ® IF REQUIRED REFRIGERATION REPAIRS NOT APPLICABLE STRUCTURAL ENGINEER VLMK ENGINEERING + DESIGN JUSTIN J ELLIOT 3933 SW KELLY AVE PORTLAND, OR 97239 (503) 222-4453 MEP/REFRIGERATION COOLSYS ENERGY DESIGN BEN ROSENZWEIG 4275 N. PALM ST SUITE 100 FULLERTON, CA 92835 (714) 578-2397 902 NE ALGIERS RD SE, YELM, WA, 98597 VICINITY MAP PROJECT LOCATION- -0 _. ...- CODE SUMMARY APPLICABLE CODES NORTH BUILDING CODE: 2015 INTERNATIONAL EXISTING BUILDING CODE MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE PLUMBING CODE: 2015 UNIFORM PLUMBING CODE ELECTRIC CODE: 2017 NATIONAL ELECTRICAL CODE ACCESSIBILITY CODE: 2009 ICC/ANSI A117.1 ENERGY CODE: WASHINGTON STATE ENERGY CODE FIRE CODE: 2015 INTERNATIONAL FIRE CODE BUILDING CODE USE GROUP ANALYSIS USE GROUP: M -MERCANTILE USE GROUP: S1 -STORAGE TOTAL GROSS SQUARE FOOTAGE 23,301 SF FIRE PROTECTION: FULLY SPRINKLERED APN#: 22730110210 CONSTRUCTION TYPE CONSTRUCTION TYPE: V -B FULLY SPRINKLERED TRAVEL DISTANCE 7 MAXIMUM TRAVEL DISTANCE: 250 ACCESSORY EGRESS WIDTH OCCUPANCY SCHEDULE 1 WC/500 AND 1 LAV/750 NAME AREA LOAD FACTOR (SF/PERSON) OCCUPANTS BREAKROOM 220 SF 15 15 DAIRY 656 SF 300 3 FREEZER 400 SF 300 2 MEAT COOLER 204 SF 300 1 OFFICES 288 SF 100 3 RESTROOM 411 SF 60 7 SALES FLOOR 14,705 SF 60 246 STORAGE STOCK & MECHANICAL 6,417 SF 300 22 TOTAL TOTAL PROVIDED EXIT WIDTH TOTAL REQUIRED EXIT WIDTH 23,301 SF 200" 59.8" (299 OCCUPANTS X.2) PLUMBING FIXTURE COUNTS 299 2015 IBC TABLE 2902.1 - MERCANTILE: 1 WC/500 AND 1 LAV/750 TOTAL BUILDING OCCUPANT LOAD: 299 LOAD DISTRIBUTION: 50% MALE AND 50% FEMALE DISTRIBUTION COUNT: 149.5 LAVATORIES REQUIRED: 2 MALE LAVATORIES REQUIRED: 1 MALE LAVATORIES PROVIDED: 1 FEMALE LAVATORIES REQUIRED: 1 FEMALE LAVATORIES PROVIDED: 1 WATER CLOSETS REQUIRED: 2 MALE WATER CLOSETS REQUIRED: 1 MALE WATER CLOSETS PROVIDED: 2 FEMALE WATER CLOSETS REQUIRED: 1 FEMALE WATER CLOSETS PROVIDED: 2 DRINKING FOUNTAINS REQUIRED: 1 DRINKING FOUNTAINS PROVIDED: 2 PROJECT DESCRIPTION TENANT IMPROVEMENT AT EXISTING SHOPPING CENTER.CONSTRUCTION WILL BE COMPLETED BEFORE OPENING, AND INCLUDES BUT IS NOT LIMITED TO, SHELVING, REFRIGERATED CASES, COOLERS, FREEZER, AND ASSOCIATED EQUIPMENT. HEALTH DEPARTMENT NOTE ANY/ALL FOOD GOODS, DELIVERED BY TENANT'S TRANSPORT VENDORS, GOODS STORED WITHIN THE BACK OF THE HOUSE, GOODS STORED IN COOLER/FREEZER BOXES, OR GOODS STOCKED IN SALES AREAS ARE PRE-PACKAGED AND REQUIRE NO DIRECT HANDLING FOR CONSUMER PREPARATIONS BY THE STORE STAFF. PRODUCE IS EITHER DISPLAYED IN ORIGINAL PACKAGING OR PLACED IN EUROTABLE BINS WITHIN THEIR OWN RINDS/SKIN/AND THE LIKE WITH NO DIRECT EXPOSURE OF EDIBLE CONTENTS TO THE ENVIRONMENT. DELI MEAT AND DAIRY GOODS ARE SHIPPED, STOCKED AND DISPLAYED/SOLD IN ORIGINAL PACKAGING WITHIN TEMPERATURES AS PRESCRIBED BY SUPPLIERS AND GENERAL HEALTH STANDARDS. THE STORE PROGRAM DOES NOT INCLUDE COOKING OR PREPARATION OF ANY FOODS. GENERAL SCOPE OF WORK • TENANT IMPROVEMENT • METAL STUD FRAMING AND DEMISING WALLS • INTERIOR FINISHES • TOILET ROOMS • OFFICE AND BREAKROOM • COOLERS AND FREEZER • REMODELED STOCKROOM • LIGHTING EQUIPMENT AND MECHANICAL EQUIPMENT • PRODUCT SHELVING DEFERRED SUBMITTALS 1. FIRE ALARM - DESIGN BUILD. TI CONTRACTOR SHALL FURNISH AND DESIGN FOR AND CONSTRUCT ALL MODIFICATIONS AS NEEDED TO THE REMOTELY MONITORED FIRE ALARM SYSTEM AS REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION. TI CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND OBTAIN ALL NECESSARY APPROVALS PRIOR TO ANY INSTALLATION. TI CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE OPERATIONAL SYSTEM AT OCCUPANCY OF PROJECT 2. FIRE SPRINKLER SYSTEM - DESIGN BUILD. TI CONTRACTOR SHALL FURNISH AND DESIGN FOR AND CONSTRUCT ALL MODIFICATIONS AS NEEDED FOR THE HYDRAULICALLY CALCULATED AUTOMATIC FIRE SPRINKLER SYSTEM. TI CONTRACTOR SHALL RETAIN A STATE LICENSED FIRE SPRINKLER CONTRACTOR TO PREPARE SHOP DRAWINGS AND OBTAIN ALL NECESSARY APPROVALS PRIOR TO ANY INSTALLATION. TI CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE OPERATIONAL SYSTEM AT OCCUPANCY OF PROJECT. TI CONTRACTOR TO VERIFY IF REQUIRED TO USE LANDLORD'S FIRE SPRINKLER CONTRACTOR. 3. EXTERIOR BUILDING SIGNAGE (UNDER SEPARATE PERMIT). GENERAL REQUIREMENTS 1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC CODE, ADA-ADAAGS AND OTHER ADOPTED ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND AUTHORITIES HAVING JURISDICTION. 2. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE HIM OF ANY RESPONSIBILITY FOR PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 3. ANY DAMAGE TO PROPERTY WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE REPAIRED/REPLACED TO MATCH EXISTING AT NO ADDITIONAL COST TO OWNER. 4. THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAN AND FREE OF DEBRIS AND REMOVE ALL TRASH AND DEBRIS FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING BUILDING OR IN ANY NEW ADDITION. MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER. 6. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ARCHITECT AND CONSULTANTS FOR VERIFICATIONS, RESPONSES, AND SUBMISSIONS. 7. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES/UTILITIES, PIPING, AND CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION PROCESS FOR THE COMPLETE INSTALLATION AND OPERATIONS OF NEW EQUIPMENT. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT OR RELATED ITEMS AS REQUIRED FOR PROPER OPERATION. 8. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE UL LISTED 2A:20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE STANDARD UL LISTED 2-1/2 GALLON WATER (E-10) AND ONE UL LISTED 10BC CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED TOGETHER IN EACH 3000 SQ. FT. OF WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE IN ALL CONSTRUCTION AREAS AT ALL TIMES). 9. IF MODIFICATION TO SPRINKLER SYSTEM IS REQUIRED THE GENERAL CONTRACTOR SHALL HIRE A LICENSED SPRINKLER CONTRACTOR. CONTRACTOR TO SUBMIT SIGNED AND SEALED SPRINKLER DRAWINGS FOR APPROVAL PRIOR TO ANY ALTERATION OF THE AUTOMATIC SPRINKLER SYSTEM. WORK TO BE DONE UNDER SEPARATE PERMIT. SPRINKLER CONTRACTOR TO BE RESPONSIBLE FOR ALL PERMITS, PLAN SUBMITTALS, AND FEES ASSOCIATED WITH THIS PROJECT AS REQUIRED BY LOCAL FIRE CODES. BUILDING TO BE INSTALLED THROUGHOUT WITH AN IBC APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM, FURNISHED & INSTALLED BY A LICENSED SPRINKLER CONTRACTOR. 10. GENERAL CONTRACTOR TO PROVIDE AND INSTALL LOCK BOX. GENERAL CONTRACTOR TO COORDINATE TYPE OF BOX AND LOCATION WITH FIRE DEPARTMENT OFFICIAL. 11. IT IS IMPERATIVE THAT THE ROOF FRAMING AND ROOFING SYSTEM BE KEPT INTACT TO ELIMINATE POTENTIAL WATER DAMAGE OR MOISTURE INFILTRATION. THE CONTRACTOR SHALL KEEP THE BUILDING WATERTIGHT AT ALL TIMES AND MAKE REPAIRS IMMEDIATELY SHOULD ANY DAMAGE OCCUR TO THE ROOFING SYSTEM. 12. THE PROJECT SPECIFICATIONS INCLUDED HERE IN ARE A PART OF THESE CONSTRUCTION DOCUMENTS AND MUST BE REFERRED TO FOR COMPLETE DOCUMENTATION. 13. GC TO FOLLOW CONSTRUCTION DOCUMENTS AS DETAILED AND DIMENSIONED. DO NOT SCALE DRAWINGS. 14. GC TO SUBMIT ALL REQUIRED SUBMITTALS TO ARCHITECT ALLOWING 5 DAYS FOR REVIEW. GC IS RESPONSIBLE TO MAKE TIMELY SUBMITTALS TO ARCHITECT ALLOWING FOR REVIEWS, LEAD TIMES, ETC. GC TO REFER TO SPECIFICATIONS THROUGHOUT DRAWING SET FOR SUBMITTAL REQUIREMENTS. SITE VERIFICATION REQUIREMENTS 1. THE ARCHITECT HAS MADE A SURVEY VISIT TO THE BUILDING SITE AND TAKEN MEASUREMENTS AND PHOTOGRAPHS OF EXISTING CONDITIONS. THE ARCHITECTURAL DRAWINGS INDICATE EXISTING CONDITIONS VERIFIED IN THE FIELD, HOWEVER, IT REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND TO THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO, GRADES, EXTENT OF PAVING, OR UTILITIES. 2. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THE SITE, SHALL VERIFY ALL EXISTING STRUCTURAL COLUMN DIMENSIONS, STRUCTURAL BEARING HEIGHTS AND EXISTING DIMENSIONS. IF DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE CONSTRUCTION MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKEN TO MATCH EXISTING CONDITIONS. THE BEGINNING OF CONSTRUCTION BY THE GENERAL CONTRACTOR MEANS ACCEPTANCE OF THE EXISTING CONDITIONS. 3. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER AND ARCHITECT OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON DRAWINGS. 4. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION. 5. BEFORE BEGINNING WORK AT THE SITE, THE CONTRACTOR MUST INSPECT THE EXISTING BUILDING AND DETERMINE THE EXTENT OF EXISTING FINISHES, SPECIALTIES, CASEWORK, BUILT-IN FURNITURE, EQUIPMENT, AND OTHER ITEMS WHICH MUST BE REMOVED AND/OR REINSTALLED IN ORDER TO PERFORM THE WORK UNDER THIS CONTRACT. 6. THE CONTRACTOR SHALL VERIFY THE EXISTING FINISH FLOOR ELEVATION AT ALL OPENINGS OF THE EXISTING BUILDING PRIOR TO ESTABLISHING THE FINISH FLOOR ELEVATION. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO THE CONSTRUCTION MANAGER AND THE ARCHITECT PRIOR TO MAKING ANY STRUCTURAL MODIFICATIONS OR ORDERING OF ANY MATERIALS. SHEET INDEX GENERAL G1.0 COVER SHEET RM RESPONSIBILITY MATRIX G2.0 ACCESSIBILITY NOTES & DETAILS G3.0 DETAILS FX1.0 FIXTURE PLAN FTA Y6]00I1111x"11110-7.11 EX1.0 EXIT PLAN D1.0 DEMOLITION PLAN A1.0 FLOOR PLAN A1.1 FRAMING PLAN A1.2 REFLECTED CEILING PLAN A1.3 ROOF PLAN A2.0 EXTERIOR ELEVATIONS A3.0 INTERIOR ELEVATIONS A4.0 ENLARGED PLANS AND ELEVATIONS A4.1 TOILET PLANS & DETAILS A5.0 DETAILS A5.1 DETAILS A6.0 DOOR AND FINISH SCHEDULES STRUCTURAL S0.0 GENERAL NOTES AND SPECIAL INSPECTION S1.0 FOUNDATION PLAN S1.1 ROOF FRAMING PLAN AND NOTES S2.0 STRUCTURAL DETAILS PLUMBING P0.1 FIXTURE SCHEDULE AND CALCULATIONS P0.2 GENERAL NOTES AND SPECIFICATIONS P0.3 COMPLIANCE FORMS P2.0 PLUMBING FLOOR PLAN P3.0 PLUMBING ENLARGED PLANS P4.0 PLUMBING DETAILS P5.0 PLUMBING RISER DIAGRAMS ELECTRICAL E1.0 ELECTRICAL OVERVIEW SHEET E2.0 ELECTRICAL LIGTHTING PLAN E2.1 EMERGENCY ELECTRICAL LIGHTING PHOTOMETRIC PLAN E2.2 ENERGY COMPLIANCES FORMS E3.0 ELECTRICAL POWER PLAN E4.0 REFRIGERATION POWER PLAN E4.1 ELECTRICAL ROOF POWER PLAN E5.0 ELECTRICAL DETAIL SHEET E6.0 ELECTRICAL SINGLE LINE AND RISER DIAGRAM E7.0 ELECTRICAL SPECIFICATIONS IIto] Im FTA \I[NG11 M-1.0 HVAC EQUIPMENT SCHEDULES M-1.1 ENERGY COMPLIANCE FORMS M-1.2 ENERGY COMPLIANCE FORMS M-2 HVAC FLOOR PLAN M-3 HVAC ROOF PLAN M-4 HVAC ENERGY MANAGEMENT & WIRING DIAGRAMS M-5 HVAC EQUIPMENT, INSTALLATION & ELECTRICAL DETAILS REFRIGERATION RS REFRIGERATION SCHEDULE R-1 FIXTURE, PLUMBING & REFRIGERATION FLOOR PLAN R-2 ELECTRICAL & EMS FLOOR PLAN R-3 EQUIPMENT LOCATION & PARTIAL ROOF PLAN R-4 ELECT. REQUIREMENTS SCHEDULE, DEFROST SCHEMES R-5 REFRIGERATION INSTALLATION DETAILS R6 REFRIGERATED CASE DETAILS R7 REFRIGERATION EQUIPMENT & TYP. ELEVATION DETAILS R8 ENERGY MANAGEMENT LAYOUT & POINTS R9 ENERGY MANAGEMENT & WIRING DIAGRAMS R10 REFRIGERATION PLACARDS PV1.0 EVAC SYSTEM FLOOR LAYOUT PV1.1 CENTRAL EVAC DETAILS PV1.2 CENTRAL EVAC DETAILS WALK-IN COOLER (FOR REFERENCE ONLY) 19-2125-1 INDOOR COOLER 19-2125-2 INDOOR MEAT COOLER 19-2125-3 INDOOR FREEZER 19-2125-D DETAIL LIGHTING PLAN (FOR REFERENCE ONLY) LP1 INTERIOR LED LIGHTING PLAN LP2 INTERIOR LED LIGHTING PHOTO METRICS PLAN SHEET TOTALS: 66 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. C0NSULTAN. rn 00 � Q 4 OaLIJ � w o U) ° w D Q w Z o rn ISSUE BLOCK NO. DATE I DESCRIPTION 13088 REGISTERED „ARCHITECT STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: PSR JOB #62930665 SHEET TITLE COVER SHEET SHEET NO. GloO aBRR Original printed on recycled paper 4275 N Palm St, Suite 100 Fullerton, CA 92835 (714) 578-2300 office www.coolsysenergydesign.com II. N 66 N 0 N 00 N ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. cc / r rn LO 00 � Q 4 OaLIJ � w o U) ° w CD D Q w Z C:) rn ISSUE BLOCK NO. DATE DESCRIPTION 13088gWASHINGTON 1TATE DATE: 12/20/19 DRAWN BY: ZR CHECKED BY: BSR JOB #62930665 SHEET TITLE ACCESSIBILITY NOTES & DETAILS SHEET NO. G2m0 0 BRR Original printed on recycled paper 5 4 3 2 1 ABBREVIATION LEGEND 2 NOTE: Q 1 ABBR DEFINITION ABBR DEFINITION SIGN MUST BE POSTED IN A PLACE THAT IS /2" NOTES: AB ANCHOR BOLT MTL METAL CLEARLY VISIBLE TO PATRONS OF THE X ACI AFF AMERICAN CONCRETE INSTITUTE ABOVE FINISHED FLOOR NIC NRP NOT IN CONTRACT NON REINFORCED LICENSES PREMISES q❑ 1/4" 1. 1/2" MAXIMUM TOTAL TRANSITION / MAX. HEIGHT WITH 1/4" MAXIMUM AHU AIR HANDLING UNIT -FIBERGLASS PLASTIC VERTICAL CHANGE AT EDGE. AISC AMERICAN INSTITUTE OF STEEL NO NUMBER 2 2 1 :2 SLOPED BEVEL ARCH CONSTRUCTION ARCHITECTURAL NS NTS NEAR SIDE NOT TO SCALE 2 � _ loft Q 1 RED I" LEVEL CHANGE IS OVER V /2" IS OVER 1/4" VERTICAL ASTM AMERICAN SOCIETY OF TESTING OC ON CENTER AXLEVEL CHANGE. AWS AND MATERIALS AMERICAN WELDING SOCIETY OCH OCV ON CENTER HORIZONTALLY ON CENTER VERTICALLY SIGNAGE LETTERS SHALL BE 2" MIN IN HEIGHT AND SET B 1/4" %� 3. 1/4" MAXIMUM VERTICAL THRESHOLD MAX.. LEVEL CHANGE. BD BOARD OD OUTSIDE DIAMETER BFF BL BELOW FINISHED FLOOR BLOCK LINTEL OH OPCI OPPOSITE HAND OWNER PROVIDED CONTRACTOR NO AGAINST A CONTRASTING BACKGROUND 1/4" MAX. w BLDG BUILDING INSTALLED F7__7 w BO BOTTOM OF PAF POWDER ACTUATED FASTENER BOS BOTTOM OF STEEL OR BOTTOM PCF POUNDS PER CUBIC FOOT LOITERING //// OF STUD PLAM PLASTIC LAMINATE _ BTM BOTTOM PL PLATE o I S ALLOWED[C] LEVEL CHANGES BRG BEARING PLF POUNDS PER LINEAR FOOT CJ CL CONTROL JOINT CENTERLINE PMEJ PT PREMOLDED EXPANSION JOINT PRESSURE TREATED IN FRONT OF CMR CLEAR PSF POUNDS PER SQUARE FOOT N ACCESSIBLE THRESHOLD AT DOORS CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH COL COLUMN PVC POLYVINYL CHLORIDE THESE NTS CONC CONCRETE QTY QUANTITY WALL MOUNTED SIGNAGE CONST CONSTRUCTION REF REFER TO PREMISES TO BE LOCATED ON LATCH CONT CONTINUOUS REINF REINFORCING SIDE OF DOOR CLEAR OF DIA DIAMETER REQD REQUIRED DOOR WING (LOCATE ON DS EIFS DOWNSPOUT EXTERIOR INSULATION AND REV RI REVERSE REACH -IN CORRESPONDING SIDE WALL AT DOORLESS FINISH SYSTEM RO ROUGH OPENING CONDITION. MOUNT AT 60 1 EJ EXPANSION JOINT RTU ROOF TOP UNIT N LOITERING SIGN 18 -19 INCHES TO CENTERLINE OF ex EL ELEVATION SCHED SCHEDULE 8" MIN SIGN FROM FLOOR. ELEC ELECTRICAL SDI STEEL DECK INSTITUTE E3 „ _ 1 1/2 - 1'-0" 5" MAX I MEN EQ EQUAL SIM SIMILAR .... ES EQUIPMENT SUPPLIER SJI STEEL JOIST INSTITUTE 'L....� ETR EXISTING TO REMAIN SP SPACES Lu O� EW EACH WAY SPECS SPECIFICATIONS > U RAISED 1/32" EWC EXT FDN ELECTRIC WATER COOLER EXTERIOR FOUNDATION S/S STRUC T&B STAINLESS STEEL STRUCTURAL TOP AND BOTTOM X U Q X X Lu LL < Z z < z o w z UPPERCASE ,----, LETTERIN It vii co z i' FF FS FINISHED FLOOR FAR SIDE THK TO THICKNESS TOP OF 20 max >20-25 � °' N Z' N g X max _ MEN �� FTG FOOTING TOC/TC TOP OF CONCRETE 510 510-635 i Z FV FIELD VERIFY TOF TOP OF FOOTING 8" MIN KNEE CLEARANCE a Z o GA GAUGE TOGB TOP OF GRADE BEAM 6" MAX 6"MIN TOE CLEARANCE00 17" MIN DEPTH - C° HEIGHT OF LETTERIN `� , GC GENERAL CONTRACTOR TOM TOP OF MASONRY 5/8" MIN. TO 2" MAX. GOI GROCERY OUTLET INC TOP/TP TOP OF PAVING X o X GYP BD H HORIZ GYPSUM BOARD HEIGHT HORIZONTAL TOS TRANS TYP TOP OF STEEL OR TOP OF STUD TRANSVERSE TYPICAL E N E N v BRAILLE SHALL BE PLACED A MIN. OF 3/8" AND MAX. CORRESPONDING NOTE: GC TO VERIFY ALL APPLICABLE ACCESSIBILITY NOTES WITH THE LOCAL OF 1/2" DIRECTLY BELOW GRADE II BRAILLE HSA HEADED STUD ANCHOR UNO UNLESS NOTED OTHERWISE JURISDICTION AND CODES. ALL ITEMS LISTED MAY NOT APPLY TO THIS PROJECT TACTILE CHARACTERS p HSS HOLLOW STRUCTURAL SECTION VERT VERTICAL FLUSH LEFT OR INFO INFORMATION VTR VENT THROUGH ROOF (a) (b) CENTERED ISO JBE ISOLATION JOIST BEARING ELEVATION W WC WIDTH WATER CLOSET ACCESSIBLE LAVATORY & SIGNS & IDENTIFICATION 10 JST JOIST WD WOOD JOINT ACCESSIBLE REACH DETAIL DRINKING FOUNTAIN K KSI KIPS PER SQUARE INCH 1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY L LENGTH D3 1/4" = 1'-0" D2 NTS FACILITIES THAT ARE ACCESSIBLE TO AND USEABLE BY PHYSICALLY DISABLED PERSON AS SET LB POUNDS FORTH IN TITLE III AND AS SPECIFICALLY REQUIRED IN THE SECTION. LLH LONG LEG HORIZONTAL 2. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF WHITE FIGURE ON A BLUE LLV LONG LEG VERTICAL BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 599B LONG LONGITUDINAL 3. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO OF BETWEEN 3:5 MAX MAXIMUM AND 1:1 AND A STROKE WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:1. MDF MEDIUM DENSITY FIBERBOARD 4. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING MECH MECHANICAL DISTANCE FROM WITH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN MFR MANUFACTURER UPPER CASE LETTER "I". LOWER CASE CHARACTERS ARE PERMITTED FOR NON TACTILE SIGNS MIN MINIMUM ONLY. FOR SIGNS SUSPENDED OR PROJECTED ABOVE THE FINISH FLOOR IN COMPLIANCE THE MISC MISCELLANEOUS MINIMUM CHARACTER HEIGHT SHALL BE 3". MO MASONRY OPENING 5. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 6. WHEN RAISED CHARACTERS OR SYMBOLS SHALL CONFORM TO THE FOLLOWING: A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS - SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. B. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH 3'-6" C. PICTORIAL SYMBOLS SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED BY THE EQUIVALENT oe VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BOARDER DIMENSION OF THE PICTOGRAM SHALL BE A MINIMUM OF 6" IN HEIGHT. 7. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE SYMBOLS ARE DOOR CLEARANCES SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10" 2" WIDE BORDER ON CENTER IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE BACKGROUND. O O COMPLY WITH THIS CHART, 2009 ICC A117.1 FIGURE 404.2.3.2 8. WHEN PERMANENT IDENTIFICATIONS IS PROVIDED FOR ROOMS AND SPACES, RAISED LETTERS SHALL BE ACCOMPANIED BY BRAILLE. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO . THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING DOUBLE LEAF DOORS. SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, 0 PREFERABLE ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING v ..... INTERNATIONAL SYMBOL OF ACCESSIBILITY OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. (MOUNTING HEIGHT 60" MAX FROM C) z o z CENTERLINE TO FINISH FLOOR) CONTRASTING ISA DETAIL RESTROOM SIGNS ... .. .. .. FIELD COLOR 18" 36" C2 C 1 MIN MIN 1 1/2" = 1'-0" v 3/4" FRONT APPROACH, PULL SIDE HINGE APPROACH, PULL SIDE FIGURES AND BORDER TO BE WHITE PAINT ON ASPHALT OR CONCRETE PAVING FAMILY PARKING STENCIL C43/4" = 1'-0" 1 1 88 bo z z MOUNTING CLEAR ACRYLIC PLASTIC 12" HEIGHT 60" NOTE: SIGN MUST BE POSTED IN A PLACE THAT IS CLEARLY VISIBLE TO PATRONS MIN MIN Z OPAQUE WHITE ACRYLIC 00 c0 PLASTIC BACKING OF THE LICENSES PREMISES MOUNTING PAINTED BACKGROUND 2'-0" HEIGHT 48" �• „ •� ;' ON INTERIOR FACE OF g" MIN CLEAR PLASTIC N O OPEN FRONT APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH FRONT APPROACH, PUSH SIDE z �� SINGLE DOOR TYP NOTE: ATTACH SIGNAGE W/ (4) FH RADIUS CORNERS / CLOSER AND LATCH COUNTERSUNK SCREWS AND ADHESIVE WALL TYP EXIT17- ALCOHOLIC �/ � TACTILE EXIT SIGN TYP SIGNAGE LETTERS BACKGROUND COLOR TO CONTRAST WITH �� SIGNS CONTAINING SHALL BE 2" MIN IN BEVERAGE WALL COLOR / TACTILE CHARACTERS m HEIGHT AND SET o AGAINST A - CONTRASTING CONTAINERS Z L° _ z v � TACTILE EXIT SIGN 3" = 1'-0" �� SHALL BE LOCATED SO THAT THERE IS AN 18" CLEAR FLOOR AREA m N BACKGROUND 24" 24" I CENTERED ON THE AREALLOWS MIN MIN ��\ z TACTILE CHARACTERS ON THESE Z X �� 1 -6 MIN " LATCH APPROACH, PULL SIDE, LATCH APPROACH, PULL SIDE PREMISESDOOR PROVIDED WITH CLOSER DOUBLE DOOR TYP NO ALCOHOLIC BEVERAGE SIGN z Z �, WALL TYP N TACTILE �� 1 1/2 - 1 -0 22" . 12" 22" EXIT SIGN MIN MIN MIN NOTE: COORDINATE WITH DOOR SCHEDULE � TYP LEVERS PUSH/PULLS PANIC BARS TACTILE SIGN REQUIREMENTS NOTE: i I SIGN MUST BE POSTED IN A PLACE HINGE APPROACH, PUSH SIDE HINGE APPROACH, PUSH SIDE, , I I I I 1. A TACTILE SIGN STATING "EXIT" AND COMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO THAT IS CLEARLY VISIBLE TO PATRONS DOOR PROVIDED WITH BOTH EACH DOOR TO AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. REF EXIT PLAN FOR LOCATIONS. OF THE LICENSED PREMISES CLOSER AND LATCH 2. FOR CHARACTER WIDTH, THE UPPERCASE LETTER "0" SHALL BE USED TO DETERMINE THE c H ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "O" OF THE V-6" FRONT SHALL BE 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE "1" OF THE FONT. (ICC 117.1-2009:703.3.6) CHARACTER HEIGHT MEASURED FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" (16MM) MINIMUM AND 2 INCHES (51MM) MAXIMUM BASED ON THE HEIGHT OF GROCER - z THE UPPERCASE LETTER "I". OUTLET v v 3. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. BARGAIN MARKE 24" 4. CHARACTERS SHALL CONFORM TO THE FOLLOWING: t24" IN MIN 4.A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS I �� SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. III = III I 1 IIId 4.B. RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND A MAXIMUM OF 2" a VETE RA 1" SIGNAGE LETTER 0 5. CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE 0.100" (2.5MM) ON CENTER IN EACH Q ``' CELL WITH 0.300" (7.6MM) SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 0.025" PARKIN 1/2" SIGNAGE co (0.6MM) TO 0.037" (0.9MM) ABOVE THE BACKGROUND. iv LETTER 6. CHARACTERS SHALL BE 48" MINIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASE OF SIGNAGE LETTERS SHALL BE 2" MIN IN LATCH APPROACH, PUSH SIDE, LATCH APPROACH, PUSH SIDE FIN. FLOOR THE LOWEST TACTILE CHARACTER AND 60" MAXIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. HEIGHT AND SET DOOR PROVIDED WITH CLOSER FIN. FLOOR 7. WHERE A TACTILE SIGN IS PROVIDED AT DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE AGAINST A LATCH SIDE. AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE CONTRASTING m INACTIVE LEAF. AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT OF BACKGROUND MANEUVERINGCLEARANCES HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERABLE PARTS ON DOORS AND GATES MUST BE OPERABLE WITH ONE HAND AND MUST NOT REQUIRE TIGHT GRASPING, PINCHING, OR THE RIGHT-HAND DOOR. TACTILE SIGNS ARE PERMITTED ON THE PUSH SIDE OF THE DOORS WITH CLOSERS AND WITHOUT HOLD -OPEN DEVICES. TWISTING OF THE WRIST. OPERATION FORCE: 5 LBS MAX. AT MANUAL SWINGING VETERANS PARKING SIGN DOORS DOOR HARDWARE TACTILE SIGN REQUIREMENTS A4 A3 A2 A 1 1 1/2" = V-0" 1/4" = 1'-0" 12" = 1'-0" 3/4" = 1'-0" 5 1 4 3 2 1 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. cc / r rn LO 00 � Q 4 OaLIJ � w o U) ° w CD D Q w Z C:) rn ISSUE BLOCK NO. DATE DESCRIPTION 13088gWASHINGTON 1TATE DATE: 12/20/19 DRAWN BY: ZR CHECKED BY: BSR JOB #62930665 SHEET TITLE ACCESSIBILITY NOTES & DETAILS SHEET NO. G2m0 0 BRR Original printed on recycled paper Ii� N 66 C) N N 00 N ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. /\r rn 00 � Q 4 OUJ UJ � w o U) ° w D Q w Z C) rn ISSUE BLOCK NO. DATE DESCRIPTION DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: M JOB #62930665 SHEET TITLE DETAILS SHEET NO. G3.0 10 BRR Original printed on recycled paper 5 4 3 2 1 KEYNOTES Tag Keynote Discription 5.09 CONCRETE FILLED PIPE BOLLARD, PAINT SAFETY YELLOW REF D1/G3.0 22 GA CAP FLASHING WITH TRACK TOP AND BOTTOM, DRIP EDGE TYPICAL. REF STRUCT. METAL STUDS AT 24" O.C. BETWEEN BRACES, PROVIDE (2) POST PER AT EACH HARDIE PANEL WITH DIAGONAL BRACE, TYPICAL. REF 'STUCCO' TEXTURE ON STRUCT. w SIDES FACING W PERIMETER OF BUILDING iv 6" DIAMETER STEEL PIPE CONTINUOUS NESTED IN STUD, a dq• BOLLARD FILLED WITH ATTACH TO EACH VERTICAL STUD CONCRETE WITH #10 SCREWS, TYPICAL. ° REF STRUCT. O Z d. \ v 4 EXISTING \ \ DIAGONAL BRACE AT 8'-0" O.C. MAX WITH #10 ° ASPHALT PAVING Q 1 \ \ SCREWS EACH END, CLIP FLANGES TYP STOP FINISH MATERIAL AT AND INSERT WEB BETWEEN DOUBLE VERTICAL HEIGHT OF PARAPET WALL STUD. REF STRUCT. ° o \ \ C) z SECURE TRACK WITH \ \ LAG SCREWS AT EACH \ \ BENT PLATE WITH SLEEPER, TYPICAL. REF STRUCT. 5„ X\ \ LAG SCREWS, TYPICAL, REF STRUC. \ ° -� P.T. SLEEPER PER BENT PLATE WITH #10 SCREWS \ PLAN, REQUIRED LAG INTO STUD AND 3/8" DIA x 3" LONG \ \ SCREWS. REF STRUCT.---.".LAG SCREWS, TYPICAL AT DOUBLE \ \ = 4� STUD. REF STRUCT. 3" MIN TYP z 18" MIN � NikBOLLAR DETAIL WD 1 1/2" = 1'-0" EXISTING EXTERIOR WALL EXISTING ROOF SYSTEM, REF STRUCTURAL ROOF SCREENING D4 1" = 1'-0"'x 0 0 1/2" ANCHOR - SECURE TO WALL 2-1 /2"X4"X3/8" STEEL RAILS NOTE: 1. 1. PROVIDE 3" X 3" X 1/4" STEEL RUNGS LADDER EXTENSION POLE STEEL FABRICATED CLOSURE ANGLE AT ROOF OPENING. ON EACH VERTICAL RAIL, ACCESS LADDER, PROVIDE �C2 2. PROVIDE 3" X 3" X 1/4" BENT PLATE EXTENSION TO EXTEND TO 30" ABOVE ROOF SAFETY RAIL EXTENSION AT TOP. ANCHOR TO CONC WALL SUPPORT BRACKETS. G3.0 3. PROVIDE 3" X 3/8" VERTICAL TREAD FLOOR AND PARTITION SUPPORT RAIL EACH SIDE. 2X BLOCKING NEW ROOF HATCH 2" X 3/8" STL STRAPS 24" APART. GRIND ALL WELDS FOR ATTACHMENT 6" METAL STUD WALL WITH DOOR AND CURB PADLOCK ON INSIDE OF AND EDGES SMOOTH OF LADDER 5/8" GYPSUM BOARD BOTH HATCH SIDES 3/4" X 2" RUNG X 24" BARS @ 12" O.C. DEFORMED CLOSURE ANGLE AT ROOF 3" X 1/4" BENT PLATE AT 6'-0" FOR TREAD. WITH WELD SUPPORT 3X3X1/4" STEEL ANGLE, O.C. MAXIMUM, WELD TO BOTTOM RUN MAXIUM 12" ANGLE WELD TO ROOF OPENING LADDER STRINGER, ATTACH ABOVE FINISHED FLOOR V FASTNER THROUGH TO WALL WITH 5/8"0 LAG V 9/32X3/8 SLOT AT 12" OC MIN LADDER 5/8" DIA. X 4" LONG LAG BOLT 16" MIN. WIDE LADDER BOLTS THRU BENT PLATE 2" X 2" 1/4" CLIP ANGLE RECOMMENDED FASTENER # 12x 1 /1/2" HOT DIPPED GALV SCREWS EXTENSION 3/4" DIA. STEEL RUNGS WITH 3/4"0 RUNGS AND STUD WALL BLOCKING WELDED TO BAR STEEL AND EXPANSION BOLTED TO W/ RUBBER SEAL WASHER SLOPE 1/4 FASCIA PER 1'-0" TREATED COVER 2X WOOD � WELD TO RAILS AT 12" O.C. NO'SKID TAPE' ON RUNGS 3" X 3/8" STRINGERS EACH SIDE SUPPORT POST FRAMING SLAB WITH 3/4" EXP. A.B. WITH MIN 3" EMBED. NAILER FROM PLATFORM TO 3"X1/4" BENT PLATE C3 ROOF FRAMING, +6 -0 REF STRUCTURAL •� I TO CMU G3.0 NOTE: ° 4" 24" MIN 4" x 1. ALL WALL ANCHORS TO SEALANT Z Z < BE ZINC ALLOY. iv 2. ALL STEEL FOR LADDER TO HAVE A SHOP PRIMER. ELEVATION F -m Q °z i +3'-6" LADDER DETAIL AT ROOF HATCH ACCESS LADDER SECTION LADDER DETAIL C C2 C 1 �� 1 1 /2" = 1'-0" 3/8" = 1'-0" 1 1/2" = 1'-0" Q 3x10 PT LEDGER CONT AROUND INSIDE, REF A2 FOR PAINT DIRECTION 1/2" MIN °� j '. a° of • 1/2" x 8" AB AT 24" OC & 6" FROM EACH END, RECESSED HEAD & MI WASHER °a #5 REBAR @16" OC VERTICAL #4 REBAR @ 24" OC HORIZONTAL CANE BOLT STOP TABS 8" X 8" X 16" CMU, SEALED ON WELDED TO GATE INTERIOR SIDE, REF m STRUCTURAL FOR GALV CANE BOLTS, 1/2"o op d REINFORCING, PAINT Q WITH 4" THROW EXTERIOR REF A2.0 w 1/2"o STD PIPE GALV ° ° ° I 1 . , o FOTTING DOWELS TO MATCH U Z- SLEEVE 4" LONG VERTICAL BARS WELDED AT EACH DOOR BOTTOM CORNER a ASPHALT FINISH GRADES IRV 2 4. � ° ' GALV STLLPIPE SLEEVE ° 6" CONCRETE SLAB WITH #4 REBAR @ 12" OC EACH WAY DRILL HOLES FOR CANE BOLT REF STRUCTURAL SLEEVES TO HOLD GATES AT ° 105° TYP, ALL GATE LOCATIONS L A a° CANE BOLTS AT GATES I TS 4 x 2 x 1/4, PAINT TO MATCH DOORS; PROVIDE 1/4" CMU WALL B2 1 1/2" 1'-0" = \ \ a ° ° ' o 121A 1206 G 120A / o .4 _ ° �a CONTINUOUS WELDED a a PLATES AT TOP AND a. °<a BOTTOM; GRIND ALL WELDS i i i a a a a 9 SMOOTH ° II ° a° 0 0 �a1� ° a° °. I° o 0 o 5/8" o EXPANSION BOLT, TYP i i i i TYP ° a 1" o STEEL PIPE 4" IN LENGTH i i A2 ° o 0 0 o WELD TO ANGLE @ DOOR --- --- — -- -- — ----------, TYP OH G3.0 � " CANE BOLTS AT ______� CENTR OF GATE WASHER i i i i i D 6' D 6' BALE REF B2 / G3.0 6 D CMU WALL REF STRUCTURAL STORAGE TRASH TYP 6" COMPACTED °O 2" X 2" X 1/4" STEEL � TYP oo ENCLOSURE wo ROAD BASE i i i ANGLE FRAME &G3.0 ALIGN WITH 80 SF 120 iii i BRACES, PAINT EXTERIOR WALL 163 SF CENTER OF HINGE --- --- -- — — - i ELEVATIONS ON of I CONCRETE FOOTING, iii ilii i SHEET A2 REF STRUCTURAL 1" STEEL PIPE 4" IN LENGTH a WELDED TO 3" TS WELD 3/4"o ao of SOLID STEEL. INSERT 8" LONG O O 0,0011 ROD INTO 1"o STEEL PIPE TO i i i 1 1/2" X 18GA TYPE 'B' 11'- 3" 20'- 11" ACT AS HINGE FOR DOOR --- — =_____- GALV METAL 32'- 3" 1 1/2" x 18 GA TYPE'B' GALV DECKING, ACID ALTERNATE DIRECTION METAL DECKING, PAINT AS 5" X i ETCH, PAINT PER 4 x 2 x 1/4" TS, PAINT ELEVATIONS ON OF HOOK SHOWN ON BUILDING � MIN � � TO MATCH DOOR SHEET A2 ELEVATION SHEET A2 �, #4 REBAR @ 24" OC TRANSVERSE, TOP 2x2x1/4 ANGLE FRAME, PAINT HINGE SYSTEM, AND BOTTOM 3'- 0" PER ELEVATIONS ON A2 REF A4 / G3.0 TRASH ENCLOSURE SECTION WITH CANOPY GATE AT CMU WALL -JAMB A4 AT TRASH ENCLOSURE A2 TRASH ENCLOSURE PLAN Al 11 1 1/2" = 1'-0" 1 1/2" = V-0" 1/4" = 1'-0" 11 5 4 3 2 1 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. /\r rn 00 � Q 4 OUJ UJ � w o U) ° w D Q w Z C) rn ISSUE BLOCK NO. DATE DESCRIPTION DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: M JOB #62930665 SHEET TITLE DETAILS SHEET NO. G3.0 10 BRR Original printed on recycled paper I M N 66 C) N N 00 N 1 EXISTING ELECTRICAL EQUIPMENT - EXISTING FIRE RISER - NEW TRASH ENCLOSURE AND BALE STORAGE II II ° EYEWASH CHARGING STATIONS 4 T5 6 3 RECEIVING 112 969 SF EXISTING 8'-0" X 9'-0" ON GRADE RECEIVING DOOR I G T-0" X 7'-0" )OR EXISTING ELECTRICAL EXISTING 8'-0" X 9'-0" ROOM I L RECESSED RECEIVING 114 W 449 SF W J m L G o EXISTING 9'-0" X 9'-0" OPENING T-0" EQUIPMENT EXISTING T-0" X T-0" ROOM OPENING STOCKROOM 1151 Fill] A 257 4219 S MEAT 19 F COOLER cr° 102" 2 -TR 102" 2 -TR 102" 2 -TR 105 204 SF _ FREEZER Q 11 '-0 106 400 SF 36'-4" i - N N 0 H CV <V 0 i - CV <V 0 H N O H N O r 3REAKRO( 110 189 SF 8'-9 1/4 14'-7" Nutri Nutri Nutri Nutri MEAT SCALE 12' SALAD 12' PRODUCE i 12' PRODUCE 8 8 8 8 o Radius 3ft, 3ft 102" 2 -TR 102" 2 -TR 16' EAT 12' DELI 12' DELI 12' DELI M--------- ------------------ 9 DAIRY DOORS LO �E L J L Ax > m CL DIAMOND PLATING > �m AT CASE ENDS E T-6„ 4'-6" 4'-6" PROD SLANT BAKERY O SALES TABLE NEW ACCESS E E FLOOR LADDER TO NEW tim 00 00 00 BANANA RACK 101 ROOF HATCH \, 13788 SF p r`m \ \ L 0 END 3 3 -DR FF 42" X 6' 0 42" X 6' 42" X 6' CU E o 3 -DR FF COFFIN REACH -IN 2 TIER 2 TIER 2 TIER o m REACH -IN Z /\ \ Z co CL 3ft- 2 W W 2 co 0-2 H m H H o 21 no m cn 42" X 6' z U to U �; Q v 4_ 4 4 Y -0 U 2 TIER 2 TIER 3ft�co W Z Z W LL o CD m o o = li o o U n Q c6 .2U a Q = W m Z LLL /1LL LL �\ LL LL f6 a� �5~ F7 a 2 O O _J m m O ch v m W co LID YLO E a 0 N c� a a Cocn a CN Z O 1 N N �i Q m m Z 1 Z Y o Q 4 2�_ 0 ch V U N -O Ct i _ CV U 0 m N N CV N a' 2 Cp 2 N CV (0 c E o �m C_ Mom L Z U / W W \ U m o o YU a o o m m o o U U �m m� Q J ~ o m ~ H 0 o'� H = w Q Q W co (n 01 co V O •7 (V (o (V _ LL - LO 1 U U I/ 2 � m caM 00 M co M� o N o o is 2- o Z LL Z Z LL LL O t`� Jm U� Q Jm U O /\ /\ a H LL LLco 10 0I F7 co _0 - -0 O Ln / U U \ L0 m .0 oa - mT m M Y a M 2 (6 (6M «, a (o C7 Cc Z \ N CV / Y N 7 m N NO CV IL N CV CV O ti J m LD Y !Z J m I I CO O O a U O O (0 U p Z Q H H H 0 -O a) 'O co C Q M V L0 a) T V LID O Z Z Q <o m E m m m coCL m N N N 0) 2 N Z / W W \ =U�� _J Y� Q _J o _J a o 0 0o Oa o U \ to toLID U m = E a 7'_7,. 7'-4" /Lo7._4.. 7._3.. O 19'-1 1/4„ z z 8'-10" 1 LL ~ 7'-101/2" "' a 7'-6" "' 7'-6" v Y Q M (T' E QZLLLL LL LL (YO N N CV U ;li ()N O CV y O O LL m o aU � lf�a a) L (V 6 a� M ~ wU ~ ZO Lf) cfl a0 OM M Ln In`n 0 o co Lo W C C °� .'_ � W Z /W W \ W W W W LL Cn m J N a c l J N M to -0 N J 1 J J J J J JUi (n J (n ~ <n p o fn (n U (n (n UCn Q Q Q Q 3 -DR FF Q Q 3 -DR FF Q Q Q Q '0 END 0 � �nco LREACH-IN COFFIN REACH -IN 0 @ 4 n o v 0U 42" X 6' 42" X 6' J o a o o Cj C:) o ° o 2 TIER 2 TIER \ \ \ L a ° ° c � cn W cn � rn W C_ rn W W v CL W CL W v CL 00 v ID n a> � CL Q 6i 7 (n Q n w � a EVAC EVAC SINK MOP SINK r DAIRY Qo 37'-0" SEASONAL 4'-3" SALES L9 FLOOR 101 102" 2 -TR SF o COOLER 42" X 6' 2 TIER W 0 a, 104 656 SF 13788 SF 0 27'-0" 16' EAT 12' DELI 12' DELI 12' DELI M--------- ------------------ 9 DAIRY DOORS LO �E L J L Ax > m CL DIAMOND PLATING > �m AT CASE ENDS E T-6„ 4'-6" 4'-6" PROD SLANT BAKERY O SALES TABLE NEW ACCESS E E FLOOR LADDER TO NEW tim 00 00 00 BANANA RACK 101 ROOF HATCH \, 13788 SF p r`m \ \ L 0 END 3 3 -DR FF 42" X 6' 0 42" X 6' 42" X 6' CU E o 3 -DR FF COFFIN REACH -IN 2 TIER 2 TIER 2 TIER o m REACH -IN Z /\ \ Z co CL 3ft- 2 W W 2 co 0-2 H m H H o 21 no m cn 42" X 6' z U to U �; Q v 4_ 4 4 Y -0 U 2 TIER 2 TIER 3ft�co W Z Z W LL o CD m o o = li o o U n Q c6 .2U a Q = W m Z LLL /1LL LL �\ LL LL f6 a� �5~ F7 a 2 O O _J m m O ch v m W co LID YLO E a 0 N c� a a Cocn a CN Z O 1 N N �i Q m m Z 1 Z Y o Q 4 2�_ 0 ch V U N -O Ct i _ CV U 0 m N N CV N a' 2 Cp 2 N CV (0 c E o �m C_ Mom L Z U / W W \ U m o o YU a o o m m o o U U �m m� Q J ~ o m ~ H 0 o'� H = w Q Q W co (n 01 co V O •7 (V (o (V _ LL - LO 1 U U I/ 2 � m caM 00 M co M� o N o o is 2- o Z LL Z Z LL LL O t`� Jm U� Q Jm U O /\ /\ a H LL LLco 10 0I F7 co _0 - -0 O Ln / U U \ L0 m .0 oa - mT m M Y a M 2 (6 (6M «, a (o C7 Cc Z \ N CV / Y N 7 m N NO CV IL N CV CV O ti J m LD Y !Z J m I I CO O O a U O O (0 U p Z Q H H H 0 -O a) 'O co C Q M V L0 a) T V LID O Z Z Q <o m E m m m coCL m N N N 0) 2 N Z / W W \ =U�� _J Y� Q _J o _J a o 0 0o Oa o U \ to toLID U m = E a 7'_7,. 7'-4" /Lo7._4.. 7._3.. O 19'-1 1/4„ z z 8'-10" 1 LL ~ 7'-101/2" "' a 7'-6" "' 7'-6" v Y Q M (T' E QZLLLL LL LL (YO N N CV U ;li ()N O CV y O O LL m o aU � lf�a a) L (V 6 a� M ~ wU ~ ZO Lf) cfl a0 OM M Ln In`n 0 o co Lo W C C °� .'_ � W Z /W W \ W W W W LL Cn m J N a c l J N M to -0 N J 1 J J J J J JUi (n J (n ~ <n p o fn (n U (n (n UCn Q Q Q Q 3 -DR FF Q Q 3 -DR FF Q Q Q Q '0 END 0 � �nco LREACH-IN COFFIN REACH -IN 0 @ 4 n o v 0U 42" X 6' 42" X 6' J o a o o Cj C:) o ° o 2 TIER 2 TIER \ \ \ L a ° ° c � cn W cn � rn W C_ rn W W v CL W CL W v CL 00 v ID n a> � CL Q 6i 7 (n Q n w � a EVAC EVAC SINK MOP SINK 0 a �m 9'-7 1/4" Qo 37'-0" SEASONAL 4'-3" SALES L9 FLOOR 101 41219 SF 42" X 6' 2 TIER 42" X 6' 2 TIER 42" X 6' 2 TIER W 0 ° 0 0 13788 SF a cn °ccLo m 4 FT 4 FT 4 FT 3 FT 3 FT 3 FT 4 FT 4 FT 4 FT 4 FT ❑ ❑ ❑ ❑ ■ ❑ 0 ❑ W v EURO EURO Produce EURO Meat Fish EURO EURO 0 - o ALCOVE PROD PROD Bunker Bunker Bunker PROD PROD FLORA LORA ® ® ® ® � = 0) o - O "' FRONT z O � ■ 4'-4 1 /2" W 5'-0" W 5'-0" W 5'-0" W 6'-0" ❑ ❑ ❑ ❑ ❑ _ z _ _ - OFFICE 6'-3" 6'-3" 6'-3" ❑ ❑ ❑ ❑ ❑ m 102 m ,� Borra orra orra orray L- X135 SF 3'-4" 3'-4" 3'-4" 3'-4" a Z :OME*NS 1 2 3 4 5 m m m N m 108 Q 2 X _ M BACK 13 MEN'S (D 0 = _ 9 109 m ( I OFFICE S 84"X7' 84" T 84"X7' 84"X7' r cn 103 Soda /Water /Pet 42X42 ADA Oft m 102 SF 51" BARGAIN BARGAIN BARGAIN BARGAIN CART 51" 51" 51" 51" 51" 51" 51" 51" ICE CASE 5 5 5 „�„ PROMO PROMO PROMO PROMO L 4 -TR 4 -TR 4 -TR 4 -TR 4 -TR 4 -TR 4 -TR 4 -TR 12 BEER WINE WINE WINE 8'-9" 8'-2 3/4"4 F __1 F —1 L /L / -1 J NEW WALL AND 12'-0" / AUTOSLIDING DOOR L VESTIBULE FOR VESTIBULE MERCHANDISING NEW 11'-4" X T-0" / 100 NEW 11'-4" X T-0" CREEPS AUTOSLIDING DOOR IN L 642 SF AUTOSLIDING DOOR IN ZERO CURB EXISTING LOCATION L EXISTING LOCATION TO PARKING o n 166'-7" WFIXTURE PLAN A51/8" = 1'-0" n T-0" X T-0" EXIT DOOR YELM, WA FINAL FIXTURE PLAN — 12/18/19 VERSION 6 BUILDING AREAS (GROSS): SALES = B.O.H. _ SHELL = 157624 SF 79677 SF 23,301 SF MERCH (NET) = 137788 SF STOCK (NET) = 41219 SF LEGEND ZBRASS BELL (AT CHECKSTAND #1) EF1 ECO BAG GRIDS (3 PER PLAN) O ABS BROOM HOLDERS (4 PER PLAN AT CLEANER AISLE) BUMP BUMP OUT SECTIONS (12 @ HBC - PER PLAN) OQ SECURITY CAMERA ( SINGLE DIRECTION) 3 SECURITY CAMERA (360 DEGREE) GENERAL MERCH BASE DECKS 28" SHELVES 24" SAHARA COLOR SEASONAL BASE DECKS 28" SHELVES 24" SAHARA COLOR HBC PERIMETER BASE DECKS 24" SHELVES 24" SAHARA COLOR CANDY PERIMETER BASE DECKS 24" SHELVES 20" SAHARA COLOR INT. SIGNAGE: WINE PERIMETER (LIGHTING @ 11'-2" BASE DECKS 24" SHELVES 20" BLACK COLOR M N T HOLDING BOXES N O FREEZER: 400 SF C) DAIRY: 656 SF MEAT: 204 SF ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. (; I rn LO 00 � Q 4 Oa� � w o U) ° w D Q w Z N rn ISSUE BLOCK NO. DATE I DESCRIPTION REGISTERED \ GISTERED 7\!I . ` /P:1,r inKr1F'E'D '� STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: M JOB #62930665 SHEET TITLE FIXTURE PLAN SHEET NO. FX1m0 BRR Original printed on recycled paper I Cfl M N 66 0 N 00 N ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTANT ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED ARCHITECT - i 1 E STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: BSR JOB #62930665 SHEET TITLE EXIT PLAN SHEET NO. EXImO 0 BRR Original printed on recycled paper 5 4 3 2 1 SHEET NOTES 1. ALL EXIT SIGNS AND EMERGENCY LIGHTS ARE SHOWN ON ELECTRICAL DRAWINGS AND WILL BE SUBJECT TO INSPECTION FROM THE FIRE MARSHAL HAVING AUTHORITY PRIOR TO FINAL APPROVALS 2. GC SHALL FURNISH AND PROVIDE FIRE EXTINGUISHERS AND THE APPROPRIATE BLOCKING OR ATTACHMENTS TO THE WALL, COLUMN, OR FIXTURE. REFERENCE SPECIFICATIONS FOR FIRE EXTINGUISHERS. GC SHALL COORDINATE EXACT LOCATION IN THE FIELD PER THE LOCATIONS INDICATED ON THE LIFE SAFETY PLAN. THE GC SHALL ALSO BE RESPONSIBLE FOR SUPPLYING AND INSTALLING ANY ADDITIONAL FIRE EXTINGUISHERS THAT MAY BE REQUIRED. INSPECTION TAGS SHALL BE PROVIDED WITH EACH EXTINGUISHER. 3. REFERENCE COVER SHEET FOR LIFE SAFETY CALCULATIONS. 4. K TYPE FIRE EXTINGUISHERS SHALL BE WITHIN 30 FT OF EACH COOKING APPLIANCE EQUIPMENT WITHIN A HOOD SYSTEM. 5. DISABLED ACCESS TO THESE FACILITIES SHALL BE PROVIDED AT PRIMARY ENTRANCE. W 6. THE SLOPE OF PUBLIC WALKS SHALL NOT EXCEED MAXIMUM CROSS SLOPE 2% WALKING W SURFACE SLOPING GREATER THAN 2% SHALL BE SLIP RESISTANT. 7. PROVIDE A 60" x 60" MINIMUM LANDING WITH 24" OF THE LANDING BEYOND STRIKE SIDE OF DOOR WITH 44" MINIMUM WIDTH IN DIRECTION OF TRAVEL. 8. WALKS SHALL EXTEND 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. 1 2 3 4 5 6 9 RAMPSRNING SURFACE. RAMPS SHALL BE O. AND 48" WIDE WITH HANDRAILS 3 6" WIDE MINIMUM U.N.O.U N I 10. EVERY REQUIRED EXIT DOORWAY SHALL BE SIZED FOR A DOOR NOT LESS THAN 3 FEET WIDE BY NOT LESS THAN 6'-8" HIGH CAPABLE OF OPENING 90° AND MOUNTED SO THAT THE CLEAR WIDTH OF THE EXIT WAY IS 32" MINIMUM. 11. ALUMINUM THRESHOLD TO BE A MAXIMUM 1/2" ABOVE ADJACENT FINISH FLOOR. 12. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. 13. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE. 14. PROVIDE LEVER TYPE HARDWARE, PANIC BARS, PUSH / PULL ACTIVATING BARS, OR OTHER o I� II II o HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.(30" TO 44" ABOVE FINISH FLOOR). 15. SELF CLOSING DOORS TO REMAIN OPEN FOR MINIMUM OF 10 SECONDS. 16. ALL BUILDING AND FACILITY ENTRANCES THAT ARE ACCESSIBLE AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ON OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL DIRECTIONAL SIGNS TO BE VISIBLE TO PERSONS ALONG APPROACHING CIRCULATION PATHS. 10.03 17. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE MAX DISTANCE TO MAX DISTANCE TO EXIT - 50'-0" EXIT #3 WIDTH: 32" BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NUMBER 15090 IN FEDERAL STANDARD EXIT = 169'-7" COMMON PATH OF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OCC CAPACITY=32/.2 = 160 CONTRACTOR TO CONFIRM 5958. REF C2 / G2.0 18. WHEN SIGNS DIRECT TO OR GIVE INFORMATION ABOUT PERMANENT ROOMS AND FUNCTIONAL SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY WITH 2015 IBC, CHAPTERS 10 AND 11. REF TRAVEL = 29'-10" PANIC HARDWARE IN MEAT COOLER 10.18 WORKING ORDER SHEET G2 204 SF LEGEND I I o MAX DISTANCE TO EXIT = 57'-8" -------/ PATH OF TRAVEL (MAX. 250'-0") o COMMON PATH OF TRAVEL = 38'-8" TO COMMON PATH OF TRAVEL (MAX. 75-0") L - G s I AREA NOT IN CONTRACT - - - - - - - - - - - - - - - FIRE EXTINGUISHER LOCATION WITH REQUIRED SIGNAGE L I TO COMPLY WITH IFC TABLE 906.3(1) I ® ILLUMINATED EXIT SIGN STORAGE STOCK & I D Y MAX DISTANCE TO EXIT = 57'-8" COMMON PATH OF TRAVEL = 27'-8" MECHANICAL I TACTILE EXIT SIGNAGE. REF Al / G2.0 6417 SF I 56 SF FREEZER MAX DISTANCE TO EXIT = 152'-5" -----------------------}----------------- 400 SF COMMON PATH OF OCCUPANCY SCHEDULE / TRAVEL = 75-0 10.03 MAX DISTANCE TO EXIT = 61'-4" LOAD FACTOR F / / I COMMON PATH OF TRAVEL = 50'-0" ___________________________ EXIT #2 WIDTH: 32" NAME AREA (SF/PERSON) OCCUPANTS BREAKROOM 220 SF 15 15 / I OCC CAPACITY=32/.2 = 160 CONTRACTOR TO CONFIRM DAIRY 656 SF 300 3 FREEZER 400 SF 300 2 L PANIC HARDWARE IN WORKING ORDER MEAT COOLER 204 SF 300 1 OFFICES 288 SF 100 3 / I RESTROOM 411 SF 60 7 / / -F--------------------T- ---------------I------------ 10.03 -----�-- ---® SALES FLOOR 14,705 SF 60 246 STORAGE STOCK&MECHANICAL 6,417 SF 300 22 / I 00 00 00 I I I O o 0 o I I 10.18 TOTAL 23,301 SF 299 EXIT #1: 136" U I � 00 00 I 00 I SALES FLOOR 00 I I EXIT #2: 32" EXIT #3: 32" V 14705 SF I TOTAL PROVIDED EXIT WIDTH: 200" TOTAL REQUIRED EXIT WIDTH: 59.8" (299 OCCUPANTS X.2) E I I � I ° I I r I KEYNOTES ♦ Tag Keynote Discription 10.03 TACTILE EXIT SIGN, REF SHEET G2.0 I /\ /� O O 10.18 20A: 1013C FIRE EXTINGUISHER 1 I I W I I G� oil oil O zN Ow z� <w I w� <w D I I o� oil Xi W l Xi-- w u I I 10.03 I I � i I I m° I I / �I\ I 7 7 L C j I I I I I I I I I I I I I I I I I I OO O - - - - - - - - - - - - - - - - - - - - - - - -- T - - - - - - - - - - - - - - L_ - - - - - - - - - T - - - - - - - - - - - - - - - - - - - T o 0❑ El I E ❑❑ I I I s s ® O CD 0 Ulm I D� M0 LID [I o ILL I 71 F- 7 I I I I m m m m I I L- - - - - - - - - - - - -- - - - - - - -----1---- I ------------------ I 1 -- --------- I J 0 0 10.18 10.03 _ 71 B � � L�L.� �J\J � 10.03 F - F - BREAKROOM RESTROOM 10.03 EXIT#1 WIDTH: 136" OFFICES a 220 SF 411 SF OCC. CAPACITY = 136/.2 = 680 288 SF a MAX DISTANCE TO MAX DISTANCE TO ---------------------------------- -�-� MAX DISTANCE TO EXIT = 105'-7" EXIT = 105'-7" L EXIT = 156'-3" COMMON PATH OF TRAVEL = 50'-9" COMMON PATH OF/ TRAVEL = 36'-2" E[ \ COMMON PATH OF TRAVEL = 32'-8" D L- I�I A EXIT PLAN A51/8" = 1'-0" NORTH 5 4 3 2 1 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTANT ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED ARCHITECT - i 1 E STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: BSR JOB #62930665 SHEET TITLE EXIT PLAN SHEET NO. EXImO 0 BRR Original printed on recycled paper C`7 N 66 C) CN C) N 00 N ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. C0NSULTAN rn 00 � Q 4 OaLIJ � w o U) ° w D Q w Z C) rn ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED ARCHITECT 'I E STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: BSR JOB #62930665 SHEET TITLE DEMOLITION PLAN SHEET NO. D1.0 aBRR Original printed on recycled paper 5 4 3 2 1 DEMOLITION REQUIREMENTS 1 2 3 4 5 6 1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMAN -LIKE MANNER AND IN STRICT ACCORDANCE WITH APPLICABLE CODES, REGULATIONS, ORDINANCES, AND AUTHORITIES HAVING JURISDICTION. 2. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT THEMSELVES WITH THIS DEMO PORTION OF KNOWLEDGE DOES NOT RELIEVE THEM OF ANY RESPONSIBILITY FOR PERFORMING WORK PROPERLY. WALL REQUIRED NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FOR NEW SCUPPERS FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 3. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST, AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS REQUIRED AND/OR AS DIRECTED BY THE TENANT'S CONSTRUCTION t. MANAGER. 4. ANY DAMAGE TO PROPERTY (ADJACENT OR EXISTING), WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST TO THE TENANT. G 5. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING BUILDING. Lu 6. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING AT ALL TIMES. THIS w INCLUDES KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS, OR HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEMS. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM STORE MANAGER PRIOR TO THE MODIFICATION OF ANY EXISTING SECURITY SYSTEM FOR THE OPENING (DEMOLITION) OF ANY F PERMANENETLY LOCK EXISTING Ll 7. EXTERIOR WALL. REMOVE ANY EXISTING ITEMS, SERVICES, FINISHES OR SURFACES AS REQUIRED FOR THE ROOF HATCH INSTALLATION OF NEW CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT EXISTING FINISHES. 8. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND REMOVE RTU AND CAP EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION PROCESS FOR THE COMPLETE INSTALLATION REMOVE PORTION CURB, REF C5 / D1.0 AND OPERATIONS OF NEW EQUIPMENT. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE OF ROOF FOR NEW G ROOF HATCH DRAWINGS. RESET EXISTING EQUIPMENT OR RELATED ITEMS AS REQUIRED FOR PROPER OPERATIONS. E I 1 J I 9. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH, AND/OR REPAINT AS NECESSARY L L J TO BLEND WITH ADJACENT SURFACES OR AS CALLED OUT ON DRAWINGS. COORDINATE WITH THE TENANT'S CONSTRUCTION MANAGER. 10. THE CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ENGINEER/ARCHITECT FOR VERIFICATIONS, RESPONSES AND SUBMISSIONS. 11. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE UL LISTED 2A:20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE STANDARD UL LISTED 2-1/2 GALLON WATER (E-10) AND ONE UL LISTED 1OBC D CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED TOGETHER IN EACH 3000 SQ FT OF WORK AREA OR FRACTION THEREOF MINIMUM OF TWO AVAILABLE IN ALL CONSTRUCTION AREAS AT ALL TIMES). REMOVE RTU AND CAP CURB, 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TIMELY ORDERING OF MATERIALS TO PROHIBIT REF C5 / D1.0 DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER. 13. ALL ADJACENT BUILDINGS AND TENANT SPACES SHALL REMAIN IN SERVICE DURING DEMOLITION/CONSTRUCTION. 14. MUD AND DEBRIS TRACKED ONTO OWNER PAVING OR CITY STREETS TO BE CLEANED IMMEDIATELY. C F 15. IT IS IMPERATIVE THAT THE ROOF FRAMING AND ROOFING SYSTEM BE KEPT INTACT TO ELIMINATE Ll POTENTIAL WATER DAMAGE OR MOISTURE INFILTRATION. THE CONTRACTOR SHALL KEEP THE BUILDING WATER -TIGHT AT ALL TIMES AND MAKE REPAIRS IMMEDIATELY SHOULD ANY DAMAGE OCCUR TO THE ROOFING SYSTEM. 16. BUILDING COMPONENTS AFFECTED BY THE SCOPE OF WORK AND ALLOWED TO REMAIN SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. 17. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING. 18. REFER TO MEP DRAWINGS FOR ADDITIONAL ITEMS TO BE REMOVED. p 19. NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE DEMOLITION PLANS. THE p GENERAL CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES B AND SPECIFICATIONS, TO DETERMINE FULL EXTENT OF DEMOLITION WORK. 20. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS FOR EXISTING STRUCTURE AND TO KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE Si CONDITION DURING DEMOLITION AND NEW CONSTRUCTION. THE CONTRACTOR SHALL RETAIN A REGISTERED PROFESSIONAL ENGINEER TO DESIGN THE SHORING OR BRACING AND SPECIFY A DEMOLITION PROCEDURES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE MEANS AND METHODS OF DEMOLITION AND NEW CONSTRUCTION. 21. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS ROOF DEMOLITION PLAN NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS, DOORS, FIXTURES, PLUMBING, AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING D3MECHANICAL 1" - 20'-0" OR AS REQUIRED FOR THE INSTALLATION OF THE NEW WORK FOR A COMPLETE JOB. 1 2 REMOVE CONCRETE PORTION 3 4 5 6 22 FOR INFILL REQUIREMENTS. FOR FULL EXTENT OF TRENCHING, AT TVERIRY FOR NEW TRASH ENCLOSURE WITH MEP DRAWINGS.D1.0 REFA1 / G3.OAND STRUCTURAL GENERAL NOTES REGARDING MOLD AND MILDEW 18 GA. 3 PAN SHORTEST GREMETAL JOISTS @ GREATER 16" OC SPAR 77- INSULATION FACED BATT 1. THE FOLLOWING REQUIREMENTS SHALL APPLY TO ALL NEW AND REMODEL CONSTRUCTION DISTANCE BETWEEN CURBS BETWEEN STUDS PROJECTS. 2. IN THE EVENT THE CONTRACTOR DISCOVERS, AT ANY TIME DURING DEMOLITION, CONSTRUCTION 20 GA. GALV. METALSLOPE TREATED 1X SHIM AND/OR REMODELING OPERATIONS, EXISTING CONDITIONS THAT COULD INCLUDE THE PRESENCE OF CAP W/WELDED MOLD AND/OR MILDEW, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE TENANT'S CORNERS OVER 15# NEOPRENE REPRESENTATIVE AND THE PROFESSIONAL OF RECORD, IN WRITING, OF THE CONCERNS AND/OR FELT ON 3/4" GASKETED SUSPICIONS. EXTERIOR - FASTENERS @ 12" OC 3. CONCURRENTLY, THE CONTRACTOR SHALL BE RESPONSIBLE TO RETAIN A MOLD AND MILDEW PLYWOOD 7! !=,c CONTINUOUS SEALANT CERTIFIED TESTING AGENCY TO PERFORM AN INVESTIGATION AND TESTING AS REQUIRED TO EXISTING ROOF CURB EVALUATE THE NATURE AND EXTENT OF THE PROBLEM. IF THE TESTING AGENCY CONFIRMS AND INSULATION TO VERIFY HAZARDS, THE CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN A MINIMUM OF TWO (2) BIDS FROM REMAIN COMPANIES QUALIFIED AND LICENSED TO PERFORM ALL NECESSARY REMEDIATION WORK, EXISTING ROOFING COMPLYING WITH ALL LOCAL, STATE AND FEDERAL ENVIRONMENTAL REGULATIONS, CODES, AND SYSTEM REMOVE WALLS, DOORS STATUTES. U AND FINISHES AS SHOWN 4. ONCE DISCOVERY OR SUSPICION OF MOLD AND/OR MILDEW IS MADE, THE CONTRACTOR SHALL TAKE_J V I ALL RESPONSIBLE MEASURES AND PRACTICE PRECAUTIONS TO PROTECT ALL CONSTRUCTION G PERSONNEL AND THE PUBLIC FROM EXPOSURE TO MOLD AND/OR MILDEW, AND SUCH PRECAUTIONS SHALL REMAIN IN PLACE UNTIL SUCH A TIME AS THE OWNER OR HEALTH AUTHORITY DIRECTS OTHERWISE. CONSTRUCTION OPERATIONS SHALL NOT BE STOPPED OR CURTAILED, EXCEPT IN THE USE AT OPENINGS 16" OR GREATER IN ANY ONE DIRECTION REMOVE DEMISING WALL REMOVE ROOF Z - ACCESS LADDER F - L / - 5. AREA OF MOLD/MILDEW CONCERN, DUE TO THESE REQUIRED PRECAUTIONS. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTS TO AVOID CONDITIONS FAVORABLE TO THE DEVELOPMENT OF MOLD AND MILDEW, ESPECIALLY IN VOIDS WHICH WILL BE CONCEALED AND NOT VENTILATED. IN ALL CASES, INTERIOR SPACES AND INTERIOR FINISHED CONSTRUCTION SHALL BE �� J I 0 �- - - - MAINTAINED IN DRY AND WELL -VENTILATED CONDITIONS. - _ M _ _ _ - _ _ _ _ _ _ _ _ _ _ _ - - / 6. THE CONTRACTOR SHALL COMPLY WITH FEDERAL ENVIRONMENTAL AND OSHA REGULATIONS AND Fr- ALL LOCAL AND STATE HEALTH DEPARTMENT REQUIREMENTS AND RECOMMENDATIONS REGARDING / i MOLD AND MILDEW. METALRB VER CURB I CO /// i i � � � I J L= � � � J J L 7. ALL PENETRATIONS SHALL BE SEALED WATER -TIGHT TO PREVENT MOISTURE MIGRATION FROM ENTERING THE BUILDING OR WALL CAVITIES. C5v 1 = 1 -0 _ _ = _ _ _ = - - - - - - - - - > - - - - - \\ F 8. INSURE THAT THERE ARE NO WATER LEAKS IN CONCEALED PLUMBING CHASES. ALL EXISTING SUPPLY AIR PATHS AND ALL EXISTING RETURN AIR PATHS AND PLENUMS SHALL BE KEPT DRY. \\ 9. DUCTWORK TO BE RE -USED SHALL BE CLEANED AND TREATED AS REQUIRED TO REMOVE POTENTIAL REMOVE FURRING, FINISH REMOVE SECTION OF EXISTING REMOVE RESTROOM FIXTURES, REMOVE FURRING, FINISH \� FOR MOLD AND MILDEW. ALL DAMP AREAS SHALL BE DRIED THOROUGHLY PRIOR TO ENCLOSURE. PERIMETER WALLS TO MATCH SLAB FOR INSTALLATION OF NEW FLOOR AND WALLS, CAP ALL PERIMETER WALLS TO ADJACENT FREEZER RAMP, REF D2 / A3.0 PLUMBING FIXTURES MATCH ADJACENT AND SLAB LEGEND EXISTING TO REMAIN CONCRETE INFILL. REF STRUC 2-_ Orr MIN (E.W.) o E -------- DEMOLISH EXISTING d 6 La 1 d -REMOVE ACT AND GID C SUSPENSION WIRESRANDEILING, IIS NOT IN CONTRACT MA `0 \ 1 DOWELS, REF STRUC LIGHTING THROUGH OUT i SLAB DEMOLITION FOR NEW 00 ZC DOWELING TO BE A UNDERSLAB UTILITIES, REF MEP m MAXIMUM OF 6" FROM �REMOVEVCTAND EDGE OF NEW CONCRETE INFILL PROVIDE CAP CARPET FLOORING. PLAN FINISH CONCRETE PER GOISPECS o D ABANDONED PLUMBING CAP DETAIL B53/4" = 1'-0r. REMOVE ANY FINISH MATERIALS FROM EXISTING COLUMNS. PATCH/REPAIR SURFACES AS NEEDED FOR NEW FINISHES TYP \� REMOVE WALLS, DOORS, �\ SOFFITS AND FINISHES AS CONDUIT AND SAND CUSHION SHOWN ONLY APPLY WHEN INFILLING OVER TRENCH. DEPTH TO BE DETERMINED PER FIELD CONDITIONS AND LOCAL CODES. 1 WHEN INFILLING OVER r REMOVE SOFFITS AS SHOWN TRENCH, 1/2 OF TRENCH CONCRETE SLAB EXISTING CONCRETE i REMOVE EXISTING CONCRETE SLAB TO WIDTH (12" MAX) EACH TO MATCH 0 i EXTENT OF NEW RESTROOMS. SIDE _ _ _ ADJACENT _ w a. a C 41 a e d - C REF RESTROOM PLAN AND STRUCTURAL REF A4 / A1.1 Q 1/2" DIA X 8" SMOOTH DOWEL _ _ 6" o o o o a o EMBEDDED 4" INTO EXISTING <o _ _ a REMOVE AUTOMATIC SLIDING DOOR GC TO MAINTAIN FF SECURITY DURING REMOVAL AND INSTALLATION OF REMOVE FURRING, FINISH / Q MA SLAB OC. PROVIDE MIN o 0 0 0 0 o z � NEW AUTOMATIC SLIDING DOOR, REF MEP PERIMETER WALLS TO H DOWELS EACH SIDE OF TRENCH L E � � � , � MATCH ADJACENT O O O O O Z O co LU v REMOVE RESTROOM FIXTURES, B CONDUIT - - - Q FLOOR FINISHES AND WALLS, CAP / DOWELING BEA OR PIPE 2E ALL PLUMBING FIXTURES / \ MAXIMUM OFF 6" FROM REF MEP BACKFILL TO REF B5 / D1.0 L EDGE OF NEW SAND o o PLAN CONCRETE INFILL CUSHION` O 9 O O MATCH EXISTING O / \ A SLAB INFILL DETAIL DEMOLITION PLAN -DEMOLITION A5 3/4" = 1'-0" A4 rr = r_ rr 3/32 1 0 NORTH 5 4 3 2 1 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. C0NSULTAN rn 00 � Q 4 OaLIJ � w o U) ° w D Q w Z C) rn ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED ARCHITECT 'I E STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: BSR JOB #62930665 SHEET TITLE DEMOLITION PLAN SHEET NO. D1.0 aBRR Original printed on recycled paper T_ 0 N 66 C) N O N 00 N ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 I COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTANT rn 00 � Q 4 Oa� � w o U) ° w D Q w Z N rn ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED ARCHITECT 01 1 in q E STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: 1W JOB #62930665 SHEET TITLE FLOOR PLAN SHEET NO. A1.0 0 BRR Original printed on recycled paper 5 4 3 2 1 SHEET NOTES 1. REF SHEET A6.0 FOR DOOR SCHEDULE. 2. REF SHEET A6.0 FOR FINISH INFORMATION. 3. REF A1.1 FOR PARTITION TYPES AND DETAILS. 4. INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/MASONRY UNLESS NOTED OTHERWISE. 5. ROUTE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT) WITHIN STUD WALLS WHEREVER POSSIBLE. WHERE NOT POSSIBLE TO ROUTE UTILITIES WITHIN STUD WALLS, UTILITIES SHALL BE ROUTED UNDERGROUND. COORDINATE WITH OWNER AND ARCHITECT PRIOR TO COMMENCING WORK. 6. INSTALL CONTINUOUS USDA APPROVED SEALANT AT ALL JOINTS BETWEEN MATERIALS ON WALLS AND FLOORS IN FLOOR FOOD STORAGE WALK-IN AREAS. 7. PROVIDE STAINLESS STEEL CLOSURE PANELS AT ALL VERTICAL GAPS AND HORIZONTAL GAPS BETWEEN WALK-IN WALLS. 8. ALL FIXED (NON -MOVEABLE) EQUIPMENT INCLUDING SINKS AND REFRIGERATED EQUIPMENT SHALL BE SEALED TO THE WALLS. BASE OR LEGS SHOULD BE SET IN A BED OF SEALANT WITH EXCESS REMOVED. MOVEABLE EQUIPMENT SHALL NOT BE SEALED. W 9. DOOR LOCATIONS NOT DIMENSIONED AND NEAR ADJACENT WALL TO BE TWO STUDS FROM WALL. W 10. NOT USED 11. T.I. CONTRACTOR TO PROVIDE KRAFT OR VINYL FACED SCRIM SHEET AT UNDERSIDE OF ROOF JOIST AT SALES AREA. 12. ALL DIMENSIONS ARE TO FACE OF STUD (U.N.O.). 13. HOLD ALL UTILITY LINES TIGHT TO CEILING. LOCATE ALL RISERS IN WALL CAVITY SPACE BETWEEN STUDS. 14. SEAL ALL PENETRATIONS AT EXTERIOR WALLS. 1 2 3 4 5 6 15 AL SYMBOL OF CCESSIBILITY AT MAIN ENTRANCE DOORS PROVIDED UNDER SHELL PERMIT, REF G O 16. T.I. CONTRACTOR TO PROVIDE TACTILE EXIT SIGN AT ALL GRADE LEVEL EXIT DOORS. SIGN TO READ "EXIT". Al 17. T.I. CONTRACTOR TO PROVIDE FIRE DEPARTMENT KEY KNOX BOX. COORDINATE EXACT LOCATION G3.0 AND MOUNTING HEIGHT WITH FIRE DEPARTMENT. -- -----------4 -- --/-- -- f LEGEND EXISTING TO REMAIN ° a BALE a °a , a STORAGE a. , ° a d TRASH ° ° ° ° i ENCLOSURE NEW CMU WALL a a d 121a e I S� ° A2.0 NEW PARTITION ° 80 SF° d n n a e d a 163 ° B5 FREEZER/COOLER WALL - REF ° PATCH AND REPAIR ALL REFRIGERATION SHEETS l J TENANT SPACE PERIMETER NEW SOUND BATT INSULATION ---------------------� WALLS AS NEEDED TO 17' - 9" RECEIVE NEW FURNISHINGS AREA NOT IN CONTRACT COMPRESSOR RACK, 15'- 3" GC TO CLEAN OUT DOCKWELL AND FIRE EXTINGUISHER LOCATION WITH REQUIRED SIGNAGE REF R -SHEETS 111-91, RECEIVING T ENSURE ALL DRAINGE TO COMPLY WITH IFC TABLE 906.3(1) 112 IS WORKING PROPERLY ISA SYMBOL INDICATING ACCESSIBLE 36' MIN WIDE CLEAR AISLE; COUNTER @ +34" p 969 SF �� AFF W/ APPLICABLE SIGNAGE, "THIS CHECKSTAND TO BE OPEN AT ALL TIMES FOR p CUSTOMER DISABILITIES." EXISTING REQUIRED CLEAR INFILL W/ 4" REINFORCED CONC. SLAB OVER 6" COMPACTED AGG. BASE. SLOPE ELECTRICAL FLOOR SPACE ° TO FLOOR DRAINS <2%. DOWEL TO (E) CONC. FLOOR. REF STRUCTURAL FOR SLAB ROOM a DETAILS. REF PLUMBING DRAWINGS FOR DRAIN LOCATIONS 114 CIF E5 449 SF6.. LLJ A3.0 F-1 TACTILE EXIT SIGNAGE. REF B2 / G2.0, REF EX1.0 G' ---- Fy_ ------------------------- O DOOR NUMBER. REF DOOR SCHEDULE ON SHEET A6.0 o T-0" XX.XX KEYNOTE EQUIPMENT 3. ROOM 115 C5 I = STOCKROOM MIY KEYNOTES MEAT COOLER M C3 A3.0 D3 111 COOL 104 Tag Keynote Discription 105 - 4219 SF 656 SF 5.03 STAINLESS STEEL COLUMN WRAP, BASE TO +48" AFF AROUND COLUMNS. REF DETAIL D5/A5.0 204 SF D5 5.06 REFRIGERATED CASE CORNER PROTECTION I I FREEZER 10.20 WALL SHELVING, TYP. REF SHEET A5.1 106 10.21 GONDOLA SHELVING, TYP. REF SHEET A5.1 1 400 SF 10.23 FIXTURE PROVIDED BY GOI, REF FIXTURE PLAN ON FX1.0 - - - - - - - - - - 10.24 PALLET SHELVING RACK, TYP. REF SHEET A5.1 F ___________________________ 10.27 FLORAL DISPLAY 10.32 11.04 11.04 11.04 11.04 11.04 11.04 11.04 11.04 i 10.32 AT SCALESTATION, PER GOI STANDARDS. REF ELECTRICAL SHEETS FOR ELECTRICAL ENTS REQUIREMENTS C5 A2.0 - - -BINS 10.35 L 11.01 CHECKSTAND, TYP, REF SHEET A5.1 16'-1" 12'-4" 12'-2" 12'-2" 9'-4" 8'-2" 8'-2" 12'-2" 12'-0" 12'-2" � � � � � � � � � 11.03 FROZEN/ICE CASE. REF REFRIGERATION SHEETS - - - - - - - - - - - - - 11.04 REFRIGERATED MERCHANDISE UNIT. REF REFRIGERATION SHEETS 5.06 11.09 BALER FOR CARDBOARD, REF ELECTRICAL SHEETS FOR SERVICE REQUIREMENTS v 00 00 00 TYP SALES FLOOR26.12 101 13788 SF Al 0 A5.0 10.23 00 0 22.09 FREE STANDING EYE WASH, REF PLUMBING SHEETS CHARGING STATIONS, REF ELECTRICAL FINISH KEYNOTES v NEW ROOF LADDER 00 00 00 10.23 P1 BARREN PLAIN, BENJAMIN MOORE #2111-60 REF SHEET G3.0 10.23 E o I i- I r � � I I o I 1 10.24 10.20 10.21 1001/ 10.24 10.21 I / \ / \ I 10.24 10.24 10.24 10.20 D I I o El FRI I I I I \ \ \ L C B5 o ------ -------------------- \ B3 A3.0 A3 \ 10.20 \ ---------- 5.03 \ O O O A5 10.21 P1 \ o I I 00 0 00 ALL COLUMNS ON TTYP OHE SALES FLOOR \ - - - - FZ]I 21 4 ^ - - - - - \ -' ALCOVE I 113 I 6 SF I 25'- 7" 11.04 TYP ® ® 10.27 ❑ ® ■ ❑ ® ® \ \ \ \96 I FRONT I \ I 29'- 10" ❑ ❑ ❑ ❑ ❑ OFFICE \ BREAKROOM 110 ®E €® I O O O LLLLI < �I 135 SF III \ I \ 189 SF I WOMENSMEN'S \ \ m m I III \ I I 108 109 10.35 I 134 SF 129 SF I o, TYP 11.03 I I 11.01 11.04 I BACK I 10.24 NEW WALL REF FRAMING PLAN 10.24 26'- 10" OFFICE 10.24 , I 10.20 I F1 031 I DA _ _ 102 SF � � I CART � M Al A3 L,/L/\J\J 101A \� \� J A2 A4.0 100A VESTIBULE 100 1006 MERCHANDISE CREEP A4.0 / \ 642 SF REF FX1.0 \\ ❑ L J n FLOOR PLAN A41/8" = 1'-0" A5 A2.0 NORTH 4 3 2 1 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 I COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTANT rn 00 � Q 4 Oa� � w o U) ° w D Q w Z N rn ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED ARCHITECT 01 1 in q E STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: 1W JOB #62930665 SHEET TITLE FLOOR PLAN SHEET NO. A1.0 0 BRR Original printed on recycled paper I M 0 N 66 C) O N 00 N ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTANT rn 00 � Q 4 OaUJ � w o U) ° w CD D Q w Z o rn ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED ARCHITECT 1 in I E STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: BSR JOB #62930665 SHEET TITLE FRAMING PLAN SHEET NO. Alml 0 BRR Original printed on recycled paper 5 4 3 2 1 PARTITION NOTES PARTITIONLEGEND 1. REF CAPTURE TRACK DETAILS FOR DEFLECTION REQUIREMENTS. 2. METAL STUDS ARE SPACED AT 16" ON CENTER MAX UNLESS NOTED OTHERWISE. HEIGHT OF WALL (NO 3. ALL GYPSUM BOARD IS TO BE 5/8" THICK ON PARTITIONS UNLESS NOTED OTHERWISE. NUMBER INDICATES TO 4. STUD WALLS RECEIVING PLYWOOD SHALL BE 22 GAUGE OR HEAVIER. BOTTOM OF STRUCTURE/ 5. MAXIMUM HEIGHT OF NON LOAD BEARING WALL ABOVE HEADER TO BE 20'41. PLAN: UNDERSIDE OF DECK) 6. HOLD ALL SUBSTRATE 1/2" ABOVE CONCRETE TO AVOID WICKING ACTION. 7. PROVIDE FIRE BLOCKING AT FLOOR AND ROOF LEVELS, CONCEALED SPACES BETWEEN STAIRWAY LETTER INDICATES STRINGERS, PENETRATIONS IN FLOOR/CEILING ASSEMBLIES AND OTHER LOCATIONS AS REQUIRED PARTITION TYPE METAL STUD THICKNESS: PER CODE. NUMBER INDICATES 1 - 1 5/8" METAL STUD 8. PROVIDE BLOCKING AT ALL WALL HUNG EQUIPMENT AS REQUIRED AND DETAILED IN DRAWINGS. METAL STUD 2 - 2 1/2" METAL STUD COORDINATE EXACT LOCATION WITH ARCHITECT/OWNER/TENANT. THICKNESS 3 - 3 5/8" METAL STUD 9. STUDS CONTINUE TO DECK UNO. REF CAPTURE TRACK DETAILS. 6 - 6" METAL STUD 10 A3 10. WHERE NO CEILING IS INDICATED CONTINUE FINISH TO DECK, UNO. MAINTAIN CLEARANCE BELOW 8 - 8" METAL STUD STRUCTURE PER CAPTURE TRACK DETAILS. w 11. FOR WALLS THAT ARE NOT FULL HEIGHT PROVIDE ALTERNATING DIAGONAL METAL STUD BRACING w FROM DECK TO WALL STUDS ABOVE CEILING AT 48" OC FOR PARTITION STUDS UNDER 6" WIDE REF E5 / A1.2. 12. USE GYPSUM BOARD BEHIND ALL FRP BOARD LINO. EXISTING TO REMAIN TTTTTr COOLER/FREEZER PANEL NEW INSULATED PARTITION NOT IN CONTRACT NEW INSULATED PARTITION 1 2 Al YG30 3 4 5 6 / -------- 11'-3" — 2 0 FLOOR SUPPORTED WALL SUSPENDED SOFFIT WALL 1206 SUSPENDED SOFFIT WALL II BALE II TRASH II I STORAGE ENCLOSURE I 121 120 ALIGN BALE I J -MOLD WITH 1/8" CLEAN STORAGE WITH --------------------- 112D JOINT (DO NOT CAULK JOINT) EXISTING EXTERIOR E WALL PERPENDICULAR JOINT FLUSH JOINT 1128 E TYPICAL SLIP—JOINT DETAIL E E-A RECEIVING o E o EXISTING ELECTRICAL E 114 ROOM E- 112C WALL FINISH PER ROOM FINISH SCHEDULE METAL STUD AS SCHEDULED G — — — 114A �r 3/8" DIA x2" EMBED HILTI 1/2" VERTICAL GYPSUM BOARD E KWIK (ESR 1917) BOLT TZ AT GYPSUM BOARD CONTROL JOINT EQUIPMENT 115A O EACH END AND AT 32 OC REF SPECIFICATIONS °' ROOM DAIRY BASE TRACK � MEAT 115 STOCKROOM COOLER COOLER A6 111 EXISTING SLAB rl05 A6 N 13'- 3" 22'- 7" FREEZER rl 06] BASE TRACK DETAIL GYP BD CONTROL JOINT 5 1 1/2" = 1'-0" 1 1/2" = 1'-0" C5 A1.1 TYP A6 111A 6, 3„ NEW 4X4 COLUMNS, REF STRUCTURAL — — — — 4„ F � 24' - 3" _________ PARTITION TYPES 23' - 11” 6" REFERENCE OPPOSITE REFERENCE OPPOSITE SIDE SIDE SIDE SIDE V 1016 V . I I =. E DIAGONAL CEDAR SIDING TO REMAIN • I EXISTING FRAMING E 0 0 to 27'-0" I E EXISITNG WALL AT EXTERIOR WHERE NO CEILING IS INDICATED AND l I I SALES i AT RATED WALLS, ' F CONTINUE GYPSUM I ` 10OR ll BOARD TO DECK LINO, REF C5 / A1.2 METAL MESH DC 0 0 0 20 GA. METAL STUD 11 METAL STUDS _ i USE 5/8" WATER RESISTANT I "• GYPSUM BOARD I A6 E AT WET AREAS mm it I I LKI—METAL MESH ON ONE SIDE ONLY EGYPSUM BOARD BOTH SIDES 111B Z C 0 O 0 ALCOVE >d r/ A 113 12' - 6" A6 110A 10 1 0 o 102A A6 A6 108A ' 109AA6 FRONT 4" 4" OFFICE B CMU WALL E_B EXISTING CMU FURRED WALL o 2'- 1 i r N 102 N A6 10 C5' N NNN BREAKROOM WOMENS MEN'S A1.1 I103A 110 108 109 4 WHERE NO CEILING IS INDICATED AND I _ oo BACK AT RATED WALLS, CONTINUE GYPSUM I _ 10 A6 10 A6 A6 ALIGN FINISH TO ADJACENT WALL ALIGN FINISH TO ADJACENT WALL OFFICE of BOARD TO DECK UNO, :_ 2 A6 103 Q REF C5 / A1.2 _ 101A a BATT INSULATION I - B WHERE INDICATED - 8'- 10" 9'- 4" 8' -1011 E -B OOPENING NEW DOOR IN ' � L, �L. J� E -B EXISTING _ EXISTING OPENING METAL STUDS -,.I = EXISTING FRAMING 100A VESTIBULE 1 Fo 1006 USE 5/8" WATER I RESISTANT = BOARDGYPSUM r '• AT WET AREAS --,I A E-A A n GYPSUM BOARD BOTH SIDES EXISITNG WALLS AT INTERIOR PARTITION TYPES FRAMING PLAN A5 A4 NORTH 1 1/2" = V-0" 1/8" = 1'-0" 11 5 4 3 2 1 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTANT rn 00 � Q 4 OaUJ � w o U) ° w CD D Q w Z o rn ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED ARCHITECT 1 in I E STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: BSR JOB #62930665 SHEET TITLE FRAMING PLAN SHEET NO. Alml 0 BRR Original printed on recycled paper I O N C) N 00 N 4'-0" MAX 3 5/8" X 20ZGE METAL ST CONTINUO MIDPOINT I DIAGONALMETAL STAT 48 OC REQ'D TO PARTITION REF B5 / A1.2 FOR CONNECTION DETAILS I PARTITION BRACING L v i 1 1/2" = V-0" CAPTURE TRACK 1 1/2" = V-0" BRACE TO ADJACENT WALL AT CORNER 20 GAUGE CLIP ANGLE 20 GAUGE TOP TRACK METAL STUDS AS SCHEDULED WALL FINISH REF PARTITION TYPES JOIST BEYOND SLOTTED CAPTURE TRACK 18 GAUGE WITH 6" DEEP LEGS SECURED TO BOTTOM CHORD OF JOIST WITH 0.157" DIA HILTI X -U PAF AT EACH JOIST TYPE X GYPSUM BOARD SPACER TYPE X GYPSUM BOARD COVER TYPE X GYPSUM BOARD EACH SIDE METAL STUDS T125-43 STUD CONT. ACH TO JOISTS WITH (1) TEK SCREW AT 12" O.C. 30TH ENDS S125-33 STUD GA =ACH BRACE 00 TEK SCREWS TYP -APPED CONNECTIONS STING JOIST CONAL 362S125-33 FAL STUD BRACING AT O.C. AS REQUIRED TO lBILIZE PARTITION PARTITION BRACING ATTACHMENTS LJ %J % 1 1/2" = V-0" INTERIOR NON -LOAD BEARING PARTITION HEADER SCHEDULE HEADER HEADER LENGTH HEADER MEMBERS HEADER TRACKS REF SCHED JAMB STUDS UP TO 4'-0" 2 C3 5/8x1 1/4"x20 GA 2 C3 5/8x20 GA 2 C3 5/8x1 1/4"x20 GA UP TO 10'-0" 2 C6x1 5/8"x18 GA 2 C6x18 GA 2 C6x1 5/8"x18 GA OVER 10'-0" & UP TO 14'-0" 2 C8x1 5/8"x18 GA 2 C6x18 GA 2 C6x1 5/8"x18 GA OVER 14'-0" & UP TO 18'-0" 2 C8x1 5/8"x16 GA 2 C6x16 GA 2 C6x1 5/8"x16 GA OVER 18'-0" & UP TO 20'-0" 2 C1Ox1 5/8"x16 GA 2 C6x16 GA 2 C6x1 5/8"x16 GA OVER 20'-0" & UP TO 24'-0" (2) C12x1 5/8"x16 GA (2) C6x16 GA (2) C6x1 5/8"x16 GA NOTES: 1. MAX WALL HEIGHT ABOVE HEADER ASSEMBLY IS 14'-9". 2. SPLICING OF HEADER AND JAMB MEMBERS IS NOT PERMITTED. 3. MAX SPAN FOR OPENINGS TO RECEIVE INFILL BELOW THE HEADER IS 19'-0". 4. JAMBS NOT TO DECK ARE TO BE BRACED IN ACCORDANCE WITH THE PARTITION BRACING DETAILS. 3 5/8" JAMBS BEYOND 13'-4" ARE TO BE BRACED ABOVE THE OPENING AND SUCH THAT THE MAXIMUM UNBRACED LENGTH IS NOT EXCEEDED 5. FRAMING MEMBERS ARE NOT SIZED FOR VERTICAL LOAD OTHER THAN THAT OF THE PORTION OF WALL ABOVE THE OPENING. METAL STUD REF PLANS AND SECTIONS (1) #10 TEK SCREW AT EACH VERTICAL STUD 20 GA BOTTOM TRACK TOP TRACK REF SCHEDULE 6�t1i 111:0110 :RS:10MIN:1:1B1l1111110 FINISH AS INDICATED BOTTOM TRACK REF SCHEDULE FASTEN HEADER ASSEMBLY WITH (1) #10 TEK SCREW AT EACH FLANGE AND 12" OC FOR THE LENGTH OF THE HEADER SECTION -A HEADER CONNE A51 1/2" = V-0" DOUBLE MTL STUD AT JAMBS REF SCHED #10 TEK SCREWS AT 16" O.C. VERT 16 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO JAMB - METAL STUD REF PLAN FOR PARTITION TYPE ATTACH CEILING JOIST TO TRACK W/ (2) #10 TEK SCREWS, TOP AND BOTTOM 6" DEEP 18 GAUGE METAL STUDS AT 16" O.C. W/ 5/8" GYP. BOARD 16 GA TRACK, ATTACH TO EACH WALL STUD W/ (2) # 10 TEK SCREWS AS SHOWN CEILING PER SCHEDULE CEILING JOIST ATTACHMENT E4 1 1/2" = 1'-0" CUT GYP BOARD TO FIT WITHIN 3/8" OF BOTTOM OF DECK ABOVE ATTACH GYPSUM BOARD AT TOP ONLY ih J -MOLD EDGE ;��A CAPTURE TRACK V i 1 1/2" = 1'-0" (1) #10 TEK SCREW EACH SIDE. SPACE AT 24" OC (2) #10 TEK SCREWS EACH SIDE AT JAMBS 16 GA DEEP LEG / DEFLECTION TRACK. REF PARTITION DETAILS C6" x 1 5/8" x 18 GAUGE EACH SIDE OF JAMB. FASTEN TO TRACK WITH (2) #10 TEK SCREWS EACH SIDE. DO NOT ATTACH TO JAMB DETAIL -C 1 " ATTACH TO SLAB 20 GAUGE CONT WITH (2) 0.145 DIA STUD TRACK PAF'S AT BASE OF JAMB (1) #10 TEK SCREW (2) 0.145 DIA. EACH FLANGE OF PAPS AT 24" OC EACH STUD DETAIL -D SHEET NOTES 1. ARCHITECTURAL REFLECTED CEILING PLAN IS FOR CEILING CONSTRUCTION AND LIGHTING LAYOUT ONLY. REFER TO ELECTRICAL DRAWINGS FOR FIXTURE TYPES AND REQUIREMENTS. 2. ALL EXIT LIGHTS TO MATCH BUILDING STANDARDS. 3. ALL LIGHTING FIXTURE LOCATIONS AND QUANTITIES SHOWN ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED BY GC AND COORDINATED WITH ANY RELOCATED/NEW CEILING FIXTURES AND GRID CONDITIONS. 4. REF E4 / A1.2 FOR CEILING JOIST ATTACHMENTS IN GYPSUM CEILINGS LINO. 5. REF C4 / A1.1 FOR GYPSUM CEILING CONTROL JOINTS. 6. G.C. WITH FIRE MARSHALL'S DIRECTION WILL DETERMINE WHETHER ANY ADDITIONAL LIGHTED EMERGENCY EXIT SIGNAGE IS NEEDED. G.C. TO INSTALL EXTRA IF REQUIRED. 7. G.C. WITH FIRE MARSHALL'S DIRECTION WILL DETERMINE WHETHER ANY ADDITIONAL EMERGENCY BATTERY BACK-UP LIGHTING IS NEEDED. G.C. TO INSTALL EXTRA IF REQUIRED. 8. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF POWER DROP CORDS. 9. LIGHTING LAYOUT TO BE ADJUSTED IN THE FIELD TO MATCH VARIOUS CEILING HEIGHT CHANGES, SLOPES OF EXISTING FRAMING, EXISTING SOFFITS AND EXISTING EQUIPMENT. ELECTRICAL SUB- w CONTRACTOR IS RESPONSIBLE TO PROVIDE NECESSARY CONNECTIONS AND WIRING TO LINK ALL LIGHTING TOGETHER AND CONNECT LIGHTS TO THE EMS. 10. ALL RETURN AIR DUCTING TO BE 10' AFF WHERE CEILING CLEARANCES ALLOW FOR IT. VERIFY WITH GROCERY OUTLET IF THE HEIGHT HAS TO BE CHANGED. 11. PROVIDE A SEPARATE SOURCE OF POWER FOR ALL EXIT SIGN ILLUMINATION PER NFPA 101 SECTION 7.10.5 AND 37.2.10 12. ALL MEANS OF EGRESS LIGHTING TO HAVE 2 SOURCES OF POWER PER NFPA 101 SECTION 7.8, 7.9, 37.2.8, 37.2.9 13. REFER TO LP SHEETS FOR LIGHTING LAYOUT DIMENSIONS. 14. REFER TO ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION. REFLECTED CEILING LEGEND WALK-IN COOLER/FREEZER = - NEW GYPSUM CEILING PANEL CEILING, REF ; ' -;•_ REFRIGERATION SHEETS PAINT P4 ILLUMINATED PENDANT "77 NOT IN CONTRACT ® EXIT SIGN KEYNOTES Tag Keynote Discription 8.01 PROVIDE 24"X24" ACCESS PANEL IN CEILING. COORDINATE LOCATION WITH MEP DRAWINGS TO VERIFY THERE ARE NO CONFLICTS 9.06 7/8" STUCCO SYSTEM OVER WEATHER BARRIER (PAINT) 26.06 SURFACE MOUNTED LIGHT FIXTURE, TYP. CENTER FIXTURE (S) IN ROOM AS SHOWN. REF ELECTRICAL SHEETS AND LIGHTING PLAN SHEETS 26.16 4' SUSPENDED LIGHT FIXTURE, REF ELECTRICAL p 26.18 8' SURFACE MOUNTED LIGHT FIXTURE, REF ELECTRICAL 26.20 8' SUSPENDED LIGHT FIXTURE, REF ELECTRICAL FINISH KEYNOTES P4 TIMID WHITE, BENJAMIN MOORE #9084 METAL ROOF DECK ATTACH 16 GAUGE 6" 1 2 3 4 5 6 DEEP LEG TRACK WITH #10x1" SCREWS FOR (2) ROWS AT 24" OC TO METAL ROOF DECK ir 2" x 20 GAUGE CONT METAL STRAP WALL FINISH I REF PARTITION TYPES (2) 3625125-43 STUDS WITH 362T150-43 TOP AND BOTTOM ASSEMBLE WITH #10 TEK SCREWS AT 12" O.C. AND FASTEN TO JOIST CHORD WITH (2) #12 TEK SCREWS AT EACH END. L 4x4x16 GA ATTACH TO JOIST WITH (2) #12 TEK SCREWS AND TO STUD ASSEMBLY WITH (3) #10 TEK SCREWS (3) #10 TEK SCREWS DIAGONAL 362S125-33 METAL STUD BRACING AT 48" O.C. AS REQUIRED TO STABILIZE PARTITION F E 26.18 26.20 26.20 UNIT HEATER PAINT UNDERSIDE OF ROOF STRUCTURE REFER TO LP SHEETS REF MEP TYP THROUGHOUT FOR LIGHTING LAYOUT 26.20 OPEN TO STRUCTURE ABOVE DUCT TO DOAS ---- -- C5 ------- t A1.2 A1.2 26.20 26.18 0 0 26.20 C5 II 26.16 A1.2 -------� 26.20 I I D - - I DETAIL ++ FTS +I I I+ ----4-,--=J II Z 0 �a w U) C + +1 II SECTION B + it II VRF VRF REF MEP REF MEP 0 I P4 26.20 - 26.16 OPEN TO STRUCTURE ABOVE 26.20 26.16 ii A5 + H Irte. / � I' ' AT 8'-0" A1.2 VRF VRF 108'-0" E4 REF MEP REF MEP 1 A1.2 METAL STUDI 108'-0" E5 HEADER REF SCHED - 16 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK I E5 E5 II SCREWS TO JAMB I A1.2 - METAL STUD JAMB REF SCHED E4 16 GA TRACK TO TOP OF HEADER I _'%,,,A1IF B 108'-0" oL 108'-0" DETAIL D I I A REFLECTED CEILING PLAN A3 1" = 10'-0" I� i / 26.06 i® L � L 109'-0" OIL E4 :A: 2 J 108'-0" = 9.06 P4 :. E4 26.06 A1.2 NORTH ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTANT rn 00 � Q 4 (Da � � w o U) ° w 9 D Q w Z N rn ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED nARCHITECT STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: bA JOB #62930665 SHEET TITLE REFLECTED CEILING PLAN SHEET NO. A1.2 BRR Original printed on recycled paper HEADER ASSEMBLY VARIES REF SCHED (2) #10 TEK SCREWS AT 24" OC VERT SECTION -B CTION DETAIL METAL STUD REF PLAN FOR PARTITION TYPE ATTACH CEILING JOIST TO TRACK W/ (2) #10 TEK SCREWS, TOP AND BOTTOM 6" DEEP 18 GAUGE METAL STUDS AT 16" O.C. W/ 5/8" GYP. BOARD 16 GA TRACK, ATTACH TO EACH WALL STUD W/ (2) # 10 TEK SCREWS AS SHOWN CEILING PER SCHEDULE CEILING JOIST ATTACHMENT E4 1 1/2" = 1'-0" CUT GYP BOARD TO FIT WITHIN 3/8" OF BOTTOM OF DECK ABOVE ATTACH GYPSUM BOARD AT TOP ONLY ih J -MOLD EDGE ;��A CAPTURE TRACK V i 1 1/2" = 1'-0" (1) #10 TEK SCREW EACH SIDE. SPACE AT 24" OC (2) #10 TEK SCREWS EACH SIDE AT JAMBS 16 GA DEEP LEG / DEFLECTION TRACK. REF PARTITION DETAILS C6" x 1 5/8" x 18 GAUGE EACH SIDE OF JAMB. FASTEN TO TRACK WITH (2) #10 TEK SCREWS EACH SIDE. DO NOT ATTACH TO JAMB DETAIL -C 1 " ATTACH TO SLAB 20 GAUGE CONT WITH (2) 0.145 DIA STUD TRACK PAF'S AT BASE OF JAMB (1) #10 TEK SCREW (2) 0.145 DIA. EACH FLANGE OF PAPS AT 24" OC EACH STUD DETAIL -D SHEET NOTES 1. ARCHITECTURAL REFLECTED CEILING PLAN IS FOR CEILING CONSTRUCTION AND LIGHTING LAYOUT ONLY. REFER TO ELECTRICAL DRAWINGS FOR FIXTURE TYPES AND REQUIREMENTS. 2. ALL EXIT LIGHTS TO MATCH BUILDING STANDARDS. 3. ALL LIGHTING FIXTURE LOCATIONS AND QUANTITIES SHOWN ARE APPROXIMATE AND SHOULD BE FIELD VERIFIED BY GC AND COORDINATED WITH ANY RELOCATED/NEW CEILING FIXTURES AND GRID CONDITIONS. 4. REF E4 / A1.2 FOR CEILING JOIST ATTACHMENTS IN GYPSUM CEILINGS LINO. 5. REF C4 / A1.1 FOR GYPSUM CEILING CONTROL JOINTS. 6. G.C. WITH FIRE MARSHALL'S DIRECTION WILL DETERMINE WHETHER ANY ADDITIONAL LIGHTED EMERGENCY EXIT SIGNAGE IS NEEDED. G.C. TO INSTALL EXTRA IF REQUIRED. 7. G.C. WITH FIRE MARSHALL'S DIRECTION WILL DETERMINE WHETHER ANY ADDITIONAL EMERGENCY BATTERY BACK-UP LIGHTING IS NEEDED. G.C. TO INSTALL EXTRA IF REQUIRED. 8. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF POWER DROP CORDS. 9. LIGHTING LAYOUT TO BE ADJUSTED IN THE FIELD TO MATCH VARIOUS CEILING HEIGHT CHANGES, SLOPES OF EXISTING FRAMING, EXISTING SOFFITS AND EXISTING EQUIPMENT. ELECTRICAL SUB- w CONTRACTOR IS RESPONSIBLE TO PROVIDE NECESSARY CONNECTIONS AND WIRING TO LINK ALL LIGHTING TOGETHER AND CONNECT LIGHTS TO THE EMS. 10. ALL RETURN AIR DUCTING TO BE 10' AFF WHERE CEILING CLEARANCES ALLOW FOR IT. VERIFY WITH GROCERY OUTLET IF THE HEIGHT HAS TO BE CHANGED. 11. PROVIDE A SEPARATE SOURCE OF POWER FOR ALL EXIT SIGN ILLUMINATION PER NFPA 101 SECTION 7.10.5 AND 37.2.10 12. ALL MEANS OF EGRESS LIGHTING TO HAVE 2 SOURCES OF POWER PER NFPA 101 SECTION 7.8, 7.9, 37.2.8, 37.2.9 13. REFER TO LP SHEETS FOR LIGHTING LAYOUT DIMENSIONS. 14. REFER TO ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION. REFLECTED CEILING LEGEND WALK-IN COOLER/FREEZER = - NEW GYPSUM CEILING PANEL CEILING, REF ; ' -;•_ REFRIGERATION SHEETS PAINT P4 ILLUMINATED PENDANT "77 NOT IN CONTRACT ® EXIT SIGN KEYNOTES Tag Keynote Discription 8.01 PROVIDE 24"X24" ACCESS PANEL IN CEILING. COORDINATE LOCATION WITH MEP DRAWINGS TO VERIFY THERE ARE NO CONFLICTS 9.06 7/8" STUCCO SYSTEM OVER WEATHER BARRIER (PAINT) 26.06 SURFACE MOUNTED LIGHT FIXTURE, TYP. CENTER FIXTURE (S) IN ROOM AS SHOWN. REF ELECTRICAL SHEETS AND LIGHTING PLAN SHEETS 26.16 4' SUSPENDED LIGHT FIXTURE, REF ELECTRICAL p 26.18 8' SURFACE MOUNTED LIGHT FIXTURE, REF ELECTRICAL 26.20 8' SUSPENDED LIGHT FIXTURE, REF ELECTRICAL FINISH KEYNOTES P4 TIMID WHITE, BENJAMIN MOORE #9084 METAL ROOF DECK ATTACH 16 GAUGE 6" 1 2 3 4 5 6 DEEP LEG TRACK WITH #10x1" SCREWS FOR (2) ROWS AT 24" OC TO METAL ROOF DECK ir 2" x 20 GAUGE CONT METAL STRAP WALL FINISH I REF PARTITION TYPES (2) 3625125-43 STUDS WITH 362T150-43 TOP AND BOTTOM ASSEMBLE WITH #10 TEK SCREWS AT 12" O.C. AND FASTEN TO JOIST CHORD WITH (2) #12 TEK SCREWS AT EACH END. L 4x4x16 GA ATTACH TO JOIST WITH (2) #12 TEK SCREWS AND TO STUD ASSEMBLY WITH (3) #10 TEK SCREWS (3) #10 TEK SCREWS DIAGONAL 362S125-33 METAL STUD BRACING AT 48" O.C. AS REQUIRED TO STABILIZE PARTITION F E 26.18 26.20 26.20 UNIT HEATER PAINT UNDERSIDE OF ROOF STRUCTURE REFER TO LP SHEETS REF MEP TYP THROUGHOUT FOR LIGHTING LAYOUT 26.20 OPEN TO STRUCTURE ABOVE DUCT TO DOAS ---- -- C5 ------- t A1.2 A1.2 26.20 26.18 0 0 26.20 C5 II 26.16 A1.2 -------� 26.20 I I D - - I DETAIL ++ FTS +I I I+ ----4-,--=J II Z 0 �a w U) C + +1 II SECTION B + it II VRF VRF REF MEP REF MEP 0 I P4 26.20 - 26.16 OPEN TO STRUCTURE ABOVE 26.20 26.16 ii A5 + H Irte. / � I' ' AT 8'-0" A1.2 VRF VRF 108'-0" E4 REF MEP REF MEP 1 A1.2 METAL STUDI 108'-0" E5 HEADER REF SCHED - 16 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK I E5 E5 II SCREWS TO JAMB I A1.2 - METAL STUD JAMB REF SCHED E4 16 GA TRACK TO TOP OF HEADER I _'%,,,A1IF B 108'-0" oL 108'-0" DETAIL D I I A REFLECTED CEILING PLAN A3 1" = 10'-0" I� i / 26.06 i® L � L 109'-0" OIL E4 :A: 2 J 108'-0" = 9.06 P4 :. E4 26.06 A1.2 NORTH ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTANT rn 00 � Q 4 (Da � � w o U) ° w 9 D Q w Z N rn ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED nARCHITECT STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: bA JOB #62930665 SHEET TITLE REFLECTED CEILING PLAN SHEET NO. A1.2 BRR Original printed on recycled paper 7 M N 4 O N N ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTANT rn 00 � Q 4 Oa� � w o U) ° w D Q w Z N rn ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED ARCHITECT ,I I 1 E STATE OF WASHINGTON ✓1 rich B. Meyer i2 DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: JOB #62930665 SHEET TITLE ROOF PLAN SHEET NO. A1.3 q0 BRR Original printed on recycled paper 5 4 3 2 1 KEYNOTES SHEET NOTES Tag Keynote Discription 8.12 BA 3630 30"X36" BABCOCKDAVIS ROOF HATCH. INSTALL PER MANUFACTURER'S 1. REF MECHANICAL DRAWINGS FOR VENT AND FLUE LOCATIONS. RECOMMENDATIONS 2. PROVIDE FLASHING/MOISTURE PENETRATION PROTECTION AT NEW ROOF PENETRATIONS. 3. EXISTING ROOF DRAINAGE SLOPE TO BE MAINTAINED. i 4. PROVIDE WALK PADS AT NEW EQUIPMENT AS REQUIRED. 5. GC TO VERIFY POSITIONING OF ROOF EQUIPMENT WITH JOIST LOCATIONS AND MECHANICAL ROOF DRAWINGS. EQUIPMENT 6. MAINTAIN MINIMUM OF 10 FEET FROM ANY EDGE OF MECHANICAL EQUIPMENT TO ROOF EDGE AND/OR PARAPETS LESS THAN 42 INCHES IN HEIGHT FROM ROOF SURFACE. iv i 7. THE GENERAL CONTRACTOR SHALL INSTALL ALL EQUIPMENT PLATFORMS, AND/OR I SLEEPERS, ETC. AND ROOF OPENINGS AND RELATED CURBS FOR ALL HEATING, VENTILATING NOEPRENE TAPE i - - - - - AND AIR CONDITIONING EQUIPMENT AND AS REQUIRED BY ELECTRICAL, PLUMBING AND GASKET I OTHER TRADES. VERIFY EXACT SIZES AND LOCATIONS WITH ALL SUBCONTRACTORS. ALL NEW CONDENSER, REF MEP I EQUIPMENT SHALL BE CONSTRUCTED TO BE LEVEL AND PLUMB, NOT SLOPING WITH THE SLOPE OF THE ROOF. w NEW BEAM AND CONDENSER BY OTHERS 8. GENERAL CONTRACTOR SHALL ADD PLYWOOD 2X CRICKETS AS REQUIRED TO FORM w POST REF STRUCTURALPOSITIVE I DRAINAGE AWAY FROM CORNERS AND AROUND EQUIPMENT. WOOD NAILER AND ANCHOR 9. THE CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF ALL ROOF OPENINGS AND REF STRUCTURAL EQUIPMENT PLATFORMS REQUIRED. 10. (E) ROOF FRAMING AND PLYWOOD SHEATHING TO REMAIN (U.N.O.) G.C. TO PROTECT DURING 20 GA GALVANIZED SHEET WRAP AND SECURE ANY AND ALL ROOF WORK. REF C4 / A1.3 METAL SCUPPER IN FULL MEMBRANE FLASHING GAVINZED SHEET FOR FLASHING BED OF SEALANT, PAINT OVER EDGE OF METAL COUNTER TO MATCH ADJ WALL METAL SLEEVE FLASHING i GALVANIZED SHEET CUT EXISTING 4X i METAL CLIP AT FACE OF AS REQUIRED WALL AROUND SLOTTED DOME ROOF i PERIMETER OF OPENING EXISTING ROOFING DRAIN WITH 2" DEEP PAN, SYSTEM TO REMAIN SEE PLUMBING DRAWINGS INSULATION � i EXTEND SCUPPER PAST WALL 1 1/2" MIN iv SUMP I SUMP TAPER ROOF TO DRAIN LEAD FLASHING SET IN FASTENER AND SUPPORT U V PLASTIC CEMENT OVER EXISTING ROOF ROOF MEMBRANE / REF STRUCTURAL EXISTING LOCKED SEAM ROOFING PLIES N CRICKETS TO REMAIN �I ROOF SYSTEM CONTINUOUS SEALANT ALL AROUND Tm- NEW 4X'6 TOP FLANGE HANGER REF STRUCTURAL GALVANIZED ANCHORS WITH NEOPRENE REF STRUCTURAL EXISTING ROOF WASHERS AT 6" FOR ADDITIONAL ROOF JOIST PER ROOF DRAIN LEADER DOWN TO STRUCTURAL INFORMATION I FINISH FLOOR THROUGH FACE SUPPORT FRAMING UNDER DECK CLAMP OF C.M.U. WALL, REF PLUMBING REF STRUCTURAL EACH SIDE OF DRAIN UNIT ANCHORAGE DRY COOLER MOUNTING DETAIL OVERFLOW WALL SCUPPER ROOF DRAIN SECTION WOAS D 3 D 2 (§D3/4" = 1'-0" 1 1 /2" = V-0" 1 1 /2" = V-0" 0 0 1 2 3 4 5 6 WHERE APPROVED BY LOCAL JURISDICTION WRAP PIPE WITH MEMBRANE WOOD BLOCKING BY EXHAUST FAN. REF STAINLESS STEEL DRAW BAND EXISTNG GUTTER CURB MANUFACTURER MECHANICAL FOR SIZE, TYPE, & LOCATION PLACE CONTINUOUS SEALANT UNDER PIPE GASKETED FASTENERS FLASHING AT 8" OC PRE -FABRICATED ROOF CURB MOLDED PIPE FLASHING PER ROOFING MFR D2 D2 EXISTING ROOFING BASE FLASHING SEAL FLASHING TO ROOF A1.3 TV A1.3 SYSTEM SYSTEM PER ROOFING MFR 0" 8" 1' - 0" 1'-"8" LU 0 Fol 001 X1NEW Ix 12" WIDE OVERFLOW SCUPPER, TYP w D4 D2 D2 EXISTING ROOF DRAIN D2 TO DOWNSPOUT, TYP o G 3.0 A1.3 A1.3 A1.3 GLASS FIBER INSULATION ih ANGLE TO ATTACH ZO TYP DUCTWORK G A5111111 EXHAUST FAN DETAIL ROOF PENETRATION 8 1'-0"-� r8" 1'-0" 8" 4A1.3 21'-10" CY) V NEW ROOF SCREEN 14'-1" REF STRUCTURAL FA7 T30'-8" FRESH AIR INTAKE REF ROOFING MANUFACTURER FOR FLASHING PROVIDE ROOF PENETRATION IN HAU T DU - t° REF C5 / A1.3 o cn PERMANENTLY LOCK EXISTING NEW 20 GA. FLASHING PAN RECOMMENDATIONS AND INSTALLATION DETAILS ACCORDANCE WITH FLUE CAP. REF REF C5 / A1.3 � NEW DESIGANATEDOUTSIDE HATCH (ALL SEAMS SOLDERED) IN ORDER TO PROVIDE A WEATHER -TIGHT SEAL ROOF SYSTEM 00 0 0 0� MECHANICAL AIR SYSTEM NEW WATERPROOFING BETWEEN EXISTING ROOFING AND NEW WORK MANUFACTURER'S DRAWINGS F UNIT (DOUNDERLAYMENT (EPDM � INSTRUCTIONS STORM COLLAR. REF REF S MEMBRANE SELF ADHERING MODIFIED � NEW CONDENSER UNIT nTYPICAL MECHANICAL DRAWINGS AND MEpUCTURAL BITUMEN) SEALANT 26 GA (MIN) GALV (SEE PLAN) SHEET METAL VERIFY EXACT SIZE SLEEPERS NEEDED WITH DRAW BAND FLASHING/INSULATION SHIELD ALL AROUND B5 REFRIGERATION &HVAC L T A1.3 D5 CONTRACTORS. FINISHED MEMBRANE FLASHING A1.3 SLEEPERS TO BE CONSTRUCTED LEVEL BUILD UP LOW SIDE AS REQUIRED PER ROOFING MANUFACTURER'S *CAP SHEET FLASHING REF STRUCTURALFASTENER Z INSTRUCTIONS FOR 8'12 TYPICAL FLUE PENETRATIONS MEMBRANE CANT STRIP (TYP) 6X SLEEPER, REF STRUCTURAL Z FOR SIZE AND ATTACHMENT C 23 -9 NEW CONDENSING UNIT, 78'- 3" CN C (E) ROOF SYSTEM NEW GLULAM, REF REF STRUCTURAL AND MEP STRUCTURAL NEW ROOF HATCH, REF STRUCTURAL FILL VOID W/ UNPAGED _ FLUE. REF GLASS FIBER INSULATION MECH. FOR SIZE (E) JOIST, REF (E) ROOF AND LOCATION STRUCTURAL INSULATION W in m CONDENSER PLATFORM FLASHING FLUE PENETRATIONB5 0 - m B4 w Lu 0- 0 D3 ROOF w A1.3 PENETRATION 79'- 1 m A5 / A1.3AND Z Q MECANICAL ° 77'- 2" O Z Lu O V) W GALVANIZED METAL NEW AIR COOLED CAP W/ HOOD AT PIPE REF REFRIG 3" OPENING SIZE VARIES, CONDENSER PENETRATIONS TAPER HOOD REF REFIGERATION FOR REF STRUCTURAL SLOPE 1/4" PER FT. SIZE AND LOCATION C AND MEP VERTICAL REFRIGERATION REFRIGERATION CONTRACTOR SHALL FILL CONTINUOUS REF REFRIG A5 LINES MOUNTED TO OPENING W/ EXPANDED SEALANT (TYP) A1.3 UNISTRUT; UNISTRUT TO BE FOAM SEALANT WHEN WORK ANCHOR 13'-1 " _ ATTACHED TO CURB REF REFRIG IS COMPLETE. REF MEP FOR BRACKET REF REFRIG NEW HVAC #12x2" S/S SCREWS OPENING LOCATION 4'-10" 10" CONDENSING WITH NEOPRENE- S/S TO COMPRESSOR RACK UNIT, REF MEP CONDENSING LINE BONDED WASHER AT ENCLOSURE (RE: REFRIG. PENETRATION, 12" 12" OC DWGS) MOUNT TO SUPPORT NEW AIR COOLED a�X 4" REF MEP N FRAME PER MFG. EXISTING ROOF- - ROOF CONDESER " FASTENER AND PLATE FLASHING MEMBRANE Z EXTEND UP TO TOP SYSTEM PENETRATION D3 REF STRUCTURAL AND MEP A5 `" (E) PLYWOOD OF CURB EXISTING A5 / A1.3AND MECANICAL A1.3 A1.3 o SUBSTRATE (E) ROOF SCUPPER � �� 16 5 EXISTING ROOF MEMBRANE MANUFACTURED CURB INSULATION C, NEW OVERFLOW EXISTING o 14' - 6" SCUPPER - NEW OVERFLOW iv 4" ROOF DRAIN ROOF DRAIN ROOF DRAIN 4" ROOF DRAIN a REF MEP NEW OVERFLOWNEW OVERFLOW REF MEP a X NTB 4" ROOF DRAIN REF MEP 4" ROOF DRAIN REF MEP 0 OPENING FOR REFRIGERATION LU � D_ ' LINES, REF R -SHEETS. INSULATION PER �0 0 LL COORDINATE LOCATION W/ MANUFACTURER (TYP) (E) JOIST, REF w REFRIGERATION EQUIPMENT. STRUCTURAL (E) JOIST, REF D1 FILL OPENING WITH EXPAND STRUCTURAL A1.3 FOAM SEALANT WHEN WORK SECTION A SECTION B A IS COMPLETE. REFRIGERATION LINE ROOF PENETRATION ROOF A5 A3 ill= 1'-0" 1" = 10'-0" NORTH 5 4 3 2 1 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTANT rn 00 � Q 4 Oa� � w o U) ° w D Q w Z N rn ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED ARCHITECT ,I I 1 E STATE OF WASHINGTON ✓1 rich B. Meyer i2 DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: JOB #62930665 SHEET TITLE ROOF PLAN SHEET NO. A1.3 q0 BRR Original printed on recycled paper Is - L0 00 11;3- 66 0 N O N 00 N ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. C0NSULTAN-, rn 00 Q o OaLIJ � w U) —J � ao w oQ O w Z ISSUE BLOCK NO. DATE DESCRIPTION 13088 1 REGISTERED ARCHITECT ,+ 1 E STATE Cr= WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: BSR JOB #62930665 SHEET TITLE EXTERIOR ELEVATIONS SHEET NO. A2.0 aBRR Original printed on recycled paper 5 4 3 2 1 SHEET NOTES 1. REF SHEET A6.0 FOR FINISH INFORMATION. 2. PATCH AND REPAIR EXTERIOR WALLS TO RECEIVE NEW FINISHES, MATCH ADJACENT AS REQUIRED. 3. PAINT HOLLOW METAL DOORS, ROLL UP DOORS, FRAMES, GUTTERS, DOWNSPUTS AND LADDER. EXPOSED METAL FLASHING AND UTILITY LINES TO MATCH ADJACENT BUILDING COLOR UNO. LEGEND W w EXISTING CMU, PAINTED PER ELEVATIONS EXISTING STANDING SEAM METAL ROOF CANOPY, PAINTED EXISTING WOOD SIDING METAL ROOF, PAINTED PER ELEVATIONS KEYNOTES Tag Keynote Discription 5.09 CONCRETE FILLED PIPE BOLLARD, PAINT SAFETY YELLOW REF D1/G3.0 FINISH KEYNOTES P5 GRAYSTONE, BENJAMIN MOORE #1475 P6 KENDALL CHARCOAL, BENJAMIN MOORE #HC -166 P7 SHORELINE, BENJAMIN MOORE #A1471 0 0 NEW ROOF P6 P6 SCREEN REF SHEET G3.0 PAINT P5 P6 P5 P5 P5 P7 P7 P5 , ADJACENT TENANT 0 5.09 ❑ ❑ P5 PAINT DOOR AND FRAME CONTRACTOR TO VERIFY PAINT DOOR AND FRAME TO MATCH ADJACENT P5 OVERHEAD COILING DOORS TO MATCH ADJACENT P5 RIGHT ELEVATION IN WORKING ORDER, PAINT TO MATCH ADJACENT WALL v C5 1 /8" = 1'-0" V 6 5 4 3 2 1 ADJACENT TENANT NEW ROOF SCREEN REF SHEET G3.0 ADJACENT TENANT PAINT P5 P5 FRONT FACADE SHOWN Pr DASHED FOR CLARITY _ — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — m EXISTING RAILING— ETR PAINT P5 — — — — _ _ — — — _ — CONTRACTOR TO VERIFY OVERHEAD COILING DOORS P5 NEW CMU TRASH ENCLOSURE — _ — IN WORKING ORDER, PAINT REF SHEET G3.0 REARELEVATION B51/8" = 1'-0" TO MATCH ADJACENT WALL 1 2 3 4 5 6 NEW ROOF ADJACENT TENANT SCREEN REF SHEET G3.0 PAINT P5 ADJACENT TENANT P5 ALL SIGNAGE UNDER SEPERATE P7 P5 CONTRACT Produce�c❑�❑ ❑G❑� �{ ❑ Wine Dairy Meat Or rano❑ ON STANDING SEAM METAL ROOFS USE HEAT REFLECTIVE PAINT SYSTEM (INCLUDING BONDING PRIMER) " TEX-COTE Q REFLECT -TEC" BY TEXTURED COATINGS OF AMERICA. MATCH Q COLOR SPECIFIED ON ELEVATIONS AND KEYNOTES. rn EXISITNG STOREFRONT P6 FRONT ELEVATION 5 4 3 2 1 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. C0NSULTAN-, rn 00 Q o OaLIJ � w U) —J � ao w oQ O w Z ISSUE BLOCK NO. DATE DESCRIPTION 13088 1 REGISTERED ARCHITECT ,+ 1 E STATE Cr= WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: BSR JOB #62930665 SHEET TITLE EXTERIOR ELEVATIONS SHEET NO. A2.0 aBRR Original printed on recycled paper i c0 N 66 N N 00 N ENLARGED WALK—IN PLAN L 0 1 3/16" = 1'-0" C D E FI(: F LIX/Arl oar ^Ar!^ HVAC 114' - 5" REF MEP B.O. STRUCTURE —711111111 114' -R5E" B.O. STRUIC 4� 0" A3 _ 114'- 0" HVAC A5.0 HVAC 113'-0" 113'-0" LIGHT LEVEL T-6" C6 LIGHT LEVEL MFR.°. 104A 106A WC1 �STOCKROOM ELEVATI�ON— �LEFT V %J 1 1/8" = V-0" B3 STOCKROOM ELEVATION — RIGH V %J J 1/8" = 1'-0" 1/2" WEDGE BOLT, EMBED 2" TO EXISTING CONCRETE, TYP------ REMOVE (E) CONCRETE PRIOR TO DOWELING @12" O.C. & POURING MONOLITHIC CONC. RAMP TO DEPTH OF (E) CONC. SLAB 4"X6" P.T.D.F. W/6" LEG VERTICAL. ATTACH TO TOP OF (E) CONC. SLAB, TYP @ BOTH SIDES OF RAMP PLAN CONCRETE SPECIFICATION: 4,000 PSI W/ FIBERMESH REINFORCING AND SMALL OR NO AGGREGATE. SLOPE EVENLY TO SMOOTH TRANSITION W/ (E) SURFACE OQ O a 6'-0" TOP OF (E) FLOOR SLAB FREEZER FLOOR, REF MFR. n ii - li as ,ea. II L0 -+i a a. u� u. 'd a POUR CONC RAMP TO DEPTH OF (E) CONC. SLAB SECTION A -A T FREEZER RAMP D 2 3/4" 4 3 2 T5 114'-5" B.O. STRUCTURE - -', ,- ,- , - - A3 -• � -, -,- � - �; . - - - - - y • - •- - - • �- � - ,- -- -, ' -, - � - - • - . -- � � - � -. - - _ � - . - 1. . -, .,- _ - • - , •- ,.- - , _ _ , � ,' � ,- •� - • �, ,� -' � _ �� 114 0 A5.0 -,- - -. -�• .- - - � -,.-- .-_ ,-,-• -,�_- -- "_.-_ - -_ � -- --.-,_ ,•-- ------ ------ � _-_,-,-��_.-�_.- •-,. -, �.-_ - �-.- •-_.-,-•�• •- -� - ��.-�-"-.>.,-. _ •_ VAC 22.02- 113, 0" C6 1:2'.- a LIGHT LEVEL 3'=6" ' _ ; 111A ; FRP1 - WC1WC1 - WC1 .................................... O F-1 62 11.16 \ B�� 05.002 2208 ED5STOCKROOM ELEVATION — FRONT TYP3 10.24 1 /8" = 1'-0" 2 3 4 5 114'-5" STOCKROOM ELEVATION — REAR C51/8" = 1'-0" 2 3 4 5 26.20 HVAC REF MEP EXISTING ROOF ABOVE P4 B.O. STRUCTURE - - - - - - - - 114 0 HVA 3 - - - - - 0 -- -- -- - - -- -- --- --- - - - -- -- -- - --- -- - -- - --- - - - - --- --- - -- --- -- -- -- -- - - -- -- -- - - LIGHT LEVEL - - -- - - --- - - - - - - -- --- - - - - - --- - - - -- -- -- --- - - - MFR ;t ;. _- - - 111A `�.01�11.04 `--LBJ11.�04 SALES FLOOR ELEVATION — REAR B5 1 1/8" = V-0" 11.04 �SALES �FLOOR ELEVATIO�N— FRONT ^v 1 1/8" = V-0" CART CHARGING STATION 114'-5" O. STRUCTURE 114'-0" HVAC 113'-0" LIGHT LEVEL B.O. STRUCTUT 114' � HVAC \ 113'-0" LIGHT LEVEL SHEET NOTES 1. REF SHEET A6.0 FOR DOOR SCHEDULE. 2. REF SHEET A6.0 FOR FINISH INFORMATION. 3. REF A1.1 FOR PARTITION TYPES AND DETAILS. 4. PROVIDE GYPSUM BOARD CONTROL JOINTS AT 30'-0" OC MAX, REF C4 / A1.1 5. CONFIRM ALL APPLIANCES AND THEIR SIZES WITH TENANT AND ARCHITECT PRIOR TO MILLWORK FABRICATION. 6. PATCH AND REPAIR EXISTING WALLS TO RECEIVE NEW FINISHES LEGEND NEW GYP WALL TO STRUCTURE .. '. . . .''''''''''' ........... '`'.. . `'`. . . ...+ +++++++++++++++ +....... ....... ..... '' PRMEFFRIN ISHED COOLER/FREEZER PANELS ............... ............... FRP1 NEW FRP WALL IN 4'-0" WIDE INCREMENT PANELS TO 8'-0" AFF WC1 PLYWOOD WAINSCOT TO 4' AFF EXPOSED METAL STUD W/ MESH ON STOCROOM SIDE AREA UNDER EQUIPMENT/SHELVING IN COOLERS WHERE EPDXY FLOORING AND INTEGRAL COVE BASE SHALL HAVE A SMOOTH FINISH; TRAFFIC AREAS ONLY SHALL HAVE SLIP RESISTANT TEXTURE CONTRACTOR TO VERIFY UNDERSIDE OF STRUCTURE AFTER REMOVAL OF EXISTING ACT CEILING. REPORT TO OWNER AND ARCHITECT ANY CONDITIONS THAT CONFLICT WITH THE INTENDED SCOPE OF WORK. C D E F 26.20 EXISTING ROOF HVAC, REF MEP --\ EP ABOVE CP4 114'-5" . B.O. STRUCTURE _ 114'- 0 HVAC -, - - - - � - - - - - � • - -- � - - - - - - _- � - - _-_ - - - 113 -0 - = -', � -� � .: -, � - � -. -- • - - - -,� -� . � - - " � . - • ,- �, - -- - � , � - -,� - - � � �_ -. - : - , - - �, - -, . , � - - ,_ � . - . - - - � �_ LIGHT LEVEL 111 DB 10.24 10.20 10.20 SALES FLOOR ELEVATION — LEFT 133 F E D C EXISTING ROOF ABOVE P4 114'- 5" Adk 26.20 HVAC REF MEP B.O. STRUCTURE —114'-0" HVAC P1 \ 113'-0" a :. LIGHT LEVEL 101 B B1 SALES FL OOR ELEVATION — RIGHT 10.20 10.20 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTANT rn 00 � Q 4 Oa� � w o U) ° w D Q w Z N rn ISSUE BLOCK NO. DATE I DESCRIPTION 1 30 8 8 R EI G ST ER ED A H1 \ T �!I �RC ECT STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: IM JOB #62930665 SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A3.0 0 BRR Original printed on recycled paper 0 0 0 0 0 O a 6'-0" TOP OF (E) FLOOR SLAB FREEZER FLOOR, REF MFR. n ii - li as ,ea. II L0 -+i a a. u� u. 'd a POUR CONC RAMP TO DEPTH OF (E) CONC. SLAB SECTION A -A T FREEZER RAMP D 2 3/4" 4 3 2 T5 114'-5" B.O. STRUCTURE - -', ,- ,- , - - A3 -• � -, -,- � - �; . - - - - - y • - •- - - • �- � - ,- -- -, ' -, - � - - • - . -- � � - � -. - - _ � - . - 1. . -, .,- _ - • - , •- ,.- - , _ _ , � ,' � ,- •� - • �, ,� -' � _ �� 114 0 A5.0 -,- - -. -�• .- - - � -,.-- .-_ ,-,-• -,�_- -- "_.-_ - -_ � -- --.-,_ ,•-- ------ ------ � _-_,-,-��_.-�_.- •-,. -, �.-_ - �-.- •-_.-,-•�• •- -� - ��.-�-"-.>.,-. _ •_ VAC 22.02- 113, 0" C6 1:2'.- a LIGHT LEVEL 3'=6" ' _ ; 111A ; FRP1 - WC1WC1 - WC1 .................................... O F-1 62 11.16 \ B�� 05.002 2208 ED5STOCKROOM ELEVATION — FRONT TYP3 10.24 1 /8" = 1'-0" 2 3 4 5 114'-5" STOCKROOM ELEVATION — REAR C51/8" = 1'-0" 2 3 4 5 26.20 HVAC REF MEP EXISTING ROOF ABOVE P4 B.O. STRUCTURE - - - - - - - - 114 0 HVA 3 - - - - - 0 -- -- -- - - -- -- --- --- - - - -- -- -- - --- -- - -- - --- - - - - --- --- - -- --- -- -- -- -- - - -- -- -- - - LIGHT LEVEL - - -- - - --- - - - - - - -- --- - - - - - --- - - - -- -- -- --- - - - MFR ;t ;. _- - - 111A `�.01�11.04 `--LBJ11.�04 SALES FLOOR ELEVATION — REAR B5 1 1/8" = V-0" 11.04 �SALES �FLOOR ELEVATIO�N— FRONT ^v 1 1/8" = V-0" CART CHARGING STATION 114'-5" O. STRUCTURE 114'-0" HVAC 113'-0" LIGHT LEVEL B.O. STRUCTUT 114' � HVAC \ 113'-0" LIGHT LEVEL SHEET NOTES 1. REF SHEET A6.0 FOR DOOR SCHEDULE. 2. REF SHEET A6.0 FOR FINISH INFORMATION. 3. REF A1.1 FOR PARTITION TYPES AND DETAILS. 4. PROVIDE GYPSUM BOARD CONTROL JOINTS AT 30'-0" OC MAX, REF C4 / A1.1 5. CONFIRM ALL APPLIANCES AND THEIR SIZES WITH TENANT AND ARCHITECT PRIOR TO MILLWORK FABRICATION. 6. PATCH AND REPAIR EXISTING WALLS TO RECEIVE NEW FINISHES LEGEND NEW GYP WALL TO STRUCTURE .. '. . . .''''''''''' ........... '`'.. . `'`. . . ...+ +++++++++++++++ +....... ....... ..... '' PRMEFFRIN ISHED COOLER/FREEZER PANELS ............... ............... FRP1 NEW FRP WALL IN 4'-0" WIDE INCREMENT PANELS TO 8'-0" AFF WC1 PLYWOOD WAINSCOT TO 4' AFF EXPOSED METAL STUD W/ MESH ON STOCROOM SIDE AREA UNDER EQUIPMENT/SHELVING IN COOLERS WHERE EPDXY FLOORING AND INTEGRAL COVE BASE SHALL HAVE A SMOOTH FINISH; TRAFFIC AREAS ONLY SHALL HAVE SLIP RESISTANT TEXTURE CONTRACTOR TO VERIFY UNDERSIDE OF STRUCTURE AFTER REMOVAL OF EXISTING ACT CEILING. REPORT TO OWNER AND ARCHITECT ANY CONDITIONS THAT CONFLICT WITH THE INTENDED SCOPE OF WORK. C D E F 26.20 EXISTING ROOF HVAC, REF MEP --\ EP ABOVE CP4 114'-5" . B.O. STRUCTURE _ 114'- 0 HVAC -, - - - - � - - - - - � • - -- � - - - - - - _- � - - _-_ - - - 113 -0 - = -', � -� � .: -, � - � -. -- • - - - -,� -� . � - - " � . - • ,- �, - -- - � , � - -,� - - � � �_ -. - : - , - - �, - -, . , � - - ,_ � . - . - - - � �_ LIGHT LEVEL 111 DB 10.24 10.20 10.20 SALES FLOOR ELEVATION — LEFT 133 F E D C EXISTING ROOF ABOVE P4 114'- 5" Adk 26.20 HVAC REF MEP B.O. STRUCTURE —114'-0" HVAC P1 \ 113'-0" a :. LIGHT LEVEL 101 B B1 SALES FL OOR ELEVATION — RIGHT 10.20 10.20 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTANT rn 00 � Q 4 Oa� � w o U) ° w D Q w Z N rn ISSUE BLOCK NO. DATE I DESCRIPTION 1 30 8 8 R EI G ST ER ED A H1 \ T �!I �RC ECT STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: IM JOB #62930665 SHEET TITLE INTERIOR ELEVATIONS SHEET NO. A3.0 0 BRR Original printed on recycled paper 0 O N qztN 66 O CNO CN N ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. C0NSULTAN-, ISSUE BLOCK NO. DATE DESCRIPTION 13088 EREGERED ,STATE DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: BSR JOB #62930665 SHEET TITLE ENLARGED PLANS AND ELEVATIONS SHEET NO. A4.0 aBRR Original printed on recycled paper 5 1 4 1 3 1 2 1 1 KEYNOTES Tag Keynote Discription 1.03 REQUIRED CLEAR FLOOR SPACE, REF DOOR CLEARANCES ON SHEET G2.0 5.01 HEAVY DUTY STEEL ANGLE BRACES, REF E5/A5.0 8.01 PROVIDE 24"X24" ACCESS PANEL IN CEILING. COORDINATE LOCATION WITH MEP DRAWINGS TO VERIFY THERE ARE NO CONFLICTS 10.19 LOCKERS BY GOI 10.28 72" x 36" 3 TIER SHELVING 12.01 PLASTIC LAMINATE FACED BASE CABINETS - DRAWERS / HINGED FACINGS AS SHOWN 12.02 PLASTIC LAMINATE FACED UPPER CABINETS - WITH ADJUSTABLE SHELVES 12.04 +32" HIGH PLASTIC LAMINATE COUNTERTOP (FINISHED ALL EDGES EXCEPT AGAINST WALL) WITH PERMANENT HEAVY DUTY METAL BRACES (WHERE SHOWN). PROVIDE BLOCKING AND SCRIBE NAILER AS REQUIRED. CONFIRM ALL COUNTER / SUPPORT LOCATIONS WITH GOI CM. REF DETAIL E5/A5.0 W- ' •- " 1I'", ,I 108, - 0"--�-.-;, I " I.,- I"7I- I1I 108, - 0" 12.06 12.08 TIME CLOCK REFRIGERATOR (BY GOI, GC TO PROVIDE POWER REF MEP) w .- - - ' CEILING -.• -' - - -- CEILING _ _ . _ : , , _ ' _ -• _ , , „ _ - _ • , ,_ -' • - _ , _ ' • ;,_ • _ - _ • • _ , _ ' •-I-, _ _ I.---- 12.09 SAFE, VERIFY WITH TENANT EXACT SIZE FOR SAFE AND ALL ASSOCIATED HARDWARE AND _ - _ , ,_ -- - _ , - • -- --I - -^ _ , ,, ----_-1, " ,- _ , , _ " _ _ - •` _ _ ,_ , _ _ ,, - , - I -I 1 ' ,---I-I" -I--" EQUIPMENT AND PROVIDE A NINIMUM OF 4" BETWEEN THE SAFE DOOR AND EDGE OF THE 11 ', I,I' ,I,I ----�-,_ _ - , - " • , 1I ----I--,I" --- ---;I, '-1 --,% P4 CEILING DOOR WHEN OPENED 180 DEGREES • - - 1 •` ,' , _ _ _ . ;- '- _ _ • _ • II P4 CEILING = , - - - - -- - - _ ,, I 22.07 SINGLE BASIN SINK WITH SWING NECK FAUCET, REF PLUMBING SHEETS • - - ` ' ``I '' I ' ,_ " • -1I -' • - I - y.- , 1 I --I.1 P1 I,- I I -----III1, , , -' ,- -II -I-,-- -' " ,- '- - , ' < , - ••- '- 11 -' "I -- I11 III ,,I -I--1I, ---II," ,- P1 22.11 DRAIN PIPE ON SINK TO RECEIVE INSULATION • • ' • • - I •- - . - II - • - • - • - -I - ,I I,I 27.01 DATA RACK, REF ELECTRICAL SHEETS I I ,"_ - '_ - • ' - • _ •, - ' - , - •_ ` " -, _ ", -''- ' _ - _ - - '_ ' '- _ , _ - _ ` _ I -, • -, ` _ • _ I , '_ 1 _ - • ' ----I, --II--_III 27.02 (4) 2" CONDUITS 2'-6" FROM WALL TO FRONT OF DATA RACK ABOCE CEILING TO +7'-2" AFF (1ST ; - - -, %-' ,- - ; -I -• - -- - -, • - - • -, '• •' -' I1 , I - • ; -, 1-% ' -, - '- • II1- AT 34", 2ND AT 31", 3RD AT 28", 4TH AT 25") INCLUDING CHAFING PROTECTION PER NOTE #4 - - - - >- • - -, - , • • " - , - • • -' - - - ,'- -,- -I- - - - - .. - - - - - ' • - - --- 10.28 INTO WIRE MOLDNG TO ALLOW CONDUITS DIRECTLY INTO WIRE MANAGEMENT. (1) VOICE, (1) , ' " ' . ' . • y - " %" ", CAMERA, (1) DATA, (1) SPEAKER. . _ - - ' ' -. - ' - •.- - - ' - 10.28 - -, • • - - - : ,I 'I'I 28.01 REFRIGERATION MONITOR • - '- , -, - _ ;' ; - ' _ , _ _ ,- , _ , , • ' = ; _ . - ' - , -" . 1lI-- _ ; = I 12.04 , . - ' .- . , , • - - - ,-, , - - _ _ 12.04 FINISH KEYNOTES - • - .-.• - -, -, _ - • - - , - _ - - -, - -_ -�.-,. - 2-' 1' 1. I, - , ,,. � -. - - T - -,I , II ,%1" ' -I--, -2--(I -- ,' I B1 6" RUBBER BASE. REF DETAIL D4/A6.0 , _ " ,'--_" ) -I- 1 --I I P1 BARREN PLAIN, BENJAMIN MOORE #2111-60 , _ • •- I , •, - • • - 5.01 %,' ,Z-- "_ - • ° I I _ - ' -- _• _ - - I 71,11I 5.01 P4 TIMID WHITE, BENJAMIN MOORE #9084 - - - •" - , - Q _,._ •_ , x = , • ',- ' - -• " A •, -_ - - .Q . _ -•_ -1 , -- PL2 MELAMINE -WHITE , . . 'I--- '0 LEGEND - •- • - • - ,:-.- - - - - o -, ,"%, %', -,7'I "",,II" ,' o . -" � - , - - - • - , I1 B1 1-_- 1%,1%, 11 1I- I %, I ,� I% .-- % % , N I / %%1, -1%-- ,-, OlI '1 . - O° _ - 0" I NEW GYP WALL TO STRUCTURE - ,'I" _100' TOP OF SLAB \ _100' TOP OF SLAB BACK OFFICE ELEVATION - SOUTH BACK OFFICE ELEVATION - WEST - EXISTING PARTITION D51/2" D4 TO REMAIN = V-0" 1/2" = 1'-0" NEW PARTITION p NEW INSULATED PARTITION p 2'-6" 2'-6" 2'-6" 3'-0" /- ' I 108'-0" CEILING 108'-0" CEILING B5 B5 - -,, 108'-0" CEILING P1 ,- ' - , - -, , -1 -,,' •' - 1 , - " ,. ,-. - . , -, - „ ' - • -„ _ - , ' ' , A5.0I _ - A5.0 ,I.." ,II, , A ,1 "I 11I --I '%II II, - - = :- I ,, --( " -,-"-% --1 I' P4 5i • „ - • - • ' _ I % - , , - -2-- --------I,, I%I ,,,,I I,I - =' _ P 4 CEILING �-1 , _ - - ,. - , - - • , . ,. - •- - _ , ; ;; " ; , ' „ _ -,- _ ' ---1- -%--I--, '�-----1, �-% -,-', P4 CEILING - - '- _, - - - , , 1,-- ; I - , .1--".--1-1 ,, 1 1" I 1,-- _ . �- "", - ZIP1 -,%I % , ' ", % % ---'-\"1 -; ,:1%, %-I ----%I.^% , 1 I, --- II --I1;-, :% ----.-----II t ------- 1I 1-------I---"I - • • • -" , y ,-I _ - , ,- - .. _ , _ , , - , , - • . y- ', - - - r • - ' - _ I 12.02 ,,=I": % % , , -I --- ,� %--I%OI 1I --,I , -I%:--, %I -,I'( II " 1I1,I I%I,1I------( I , , -%-,----,I% , 11 1 ,' -z---' %�''%I ,�%� - \ �0 1 II , 1 I"% I • -I%, --:--',%% %,---1 - ' - -, :. I,-- 1 , , : .. � � 0 � � 0 0 \ 0 , , . - - 1% +58" AFF 10.28 ""% I , - • I "- ' : I I % , ---J\-' • , - 103A II -%I , '1 %I % - ; ; - • , r, ' . - - .%'- , 1 . --I- -• . , ', , " ' II : - - - , - „ ; , _ • ; - -' ,' , , . ', - +54" AFF 12.04 II% , 1 -%/_ -, - , - - I11" - - • - I--,----I%� 1, , -• ., - - r - , • -, - , - - ,• .• ---,%., ---%I 19.04)- - - • -" -_ •- - .. „ -I ,, _ -" • • - - - -• . , ,. - ' PL2 ,---�%--- I,\I---1-- % I I�II'Y/I �%%, '% , % 11 " ;' I% ---- 5.01 cC ", �:---,�--,', %''%, ,,---�-- I "I ,%---�- % -^ -,I-; , 1% ",------"%,%, ,, ,'' %% � , ,, " }- - , " • 5.01 , - • . ', • ", +34" AFF I - - - - I I,",,, I% - - - - -' <� o 0 0 0 0 I" /"I --%-1,I - I ,I- % --" -- %% a _ _ 1 w •U - _ < _- , ,III ,I _ Q Q •w I1 I , •- ' - -, -- I I"-- \ / / \ 22.07 ,I -%I o % - , - - -z - - - ,,1'-% _, • ` ', _ 1%,--% U - - - • • - ' '� - - B1 ,- , , ,. ' -• '-', . l/ 00 l 00 l 00 I1 > > - • 22.11 61 '------- II 'I,%%, , I - iv N I1 I ''%''I%, ''-% ,% '<I , . , � y- , ,_ I, N iv ' , , , \ \ \ • . , \ / \ \ / 61 ,,%:" ' I % - .I .', - , 0, - K ;- ' � � \\- - -# TOP OFOSLAB TOP OFOSLAB TOP OFOSLAB 12.08 12.01 2' - 6" 2' - 6" 21- 6" 3'-0" CLEAR 0 BACK OFFICE ELEVATION - NORTH BACK OFFICE ELEVATION - EAST BREAKROOM ELEVATION U C 5 C4 C3 10'-6" 1/2" = V-0" 1/2" = V-0" 1/2" = 1'-0" v 6 12'-6" 1 D4 12.06 27.02 A6.0 27.01 12.09 \ //// 102A FlIk-� O O .1111 �. 1111... 7 7 .*.� ......... . .... . .. 1111.. .. 108' 0" 108' 0" ..-1*.(�.... 'iIvII ------- ........... ... ......-...- ......... II *..... ...... ...'.''... ...*.**....*.* I :, -, 1I -,� - CEILING ---I ' - CEILING � . ......... ... ......... ......... - - - ' - - •- I - -•_",, •-.-,• - •- II - - - .- '- - • - . -,.- • - - :. ." - - - •- • •- -_•- - - ,. - -'-.,. -, - - - - - •- - • - -' _ -- - :1.03. \/*.�1 �-../..*=� 110A ... - _ ' _ , - • _ P4 CEILIN - '. - --- --%- ,,I '4 P4 - CEILING - o Q W - - - - J � ........... ------- II1I!,��I�!�'11I - IIII:I , _ - - , -'-I + --% -1I" I% -, . , •" - ' - ; = ,- • ' _ 1I -" -•(. -r U0;==1I�q ...... ..... ... . • • ', P1 ,, , '%%'1 • -, , -, q -, -, L ....... ....*..........-... .*&.&.&.&&.--X� -----;-- -, ,, ',• , w , 1%% _ _,r' ., - .•' ,•'• ,. ., • • _ -, • 10.28 -'- ,-, - - - -, ,_ ' , ,. f ., ,I �_- ... 1111 .. .. ... . � \ I A2 A5.0 .. .. I I, ',', ' --," ,I '"1, ', I','I%1 . � A5 .........� -------1 - • '' , 103A , ,, O II'1II - •' - ,., 10.28 . •, - , _ . _ -' ,I • � : I 1I ,"II1 ,_ 2 1 70 �\ I . .. ..................\ 4 �..� B A4.0 A4 - \...&&.&.&.&.& (...&&.&.&&.&.,-. I ...-1111. 1111. 1111..... 1111.. L_ ------ lI��k��Ir..*.*... - • •- - • 12.04 - r - - •- ' I 10.19 1.03 - % „ , ,. ' - - - _ - "--I „. 12.04 ,_ - • - . E , , - • -, - • , - I \ ,1" %,' - - - - - - -�,1I-1 - �� I 28.01 --I - ,_ ._- - - •-' - •-- ' - -. -,-'_ - ,- -_ ,,,"� I% :1I%��---- - E4 5p^�vRNPROVNO B5 I ------- - - _-,. -" - - - -- - � • _ • - - • - - • _ - _ _ - - , -' --3A1: 5.01 - -' - - --•_-� _- --, _' --_ - 1 - , - - - - - •_ - - - •' - _ --" _- - 3' - A5.0 11 - - FRONT 0" - � OFFICE BREAKROOM 110 � _, , I %,_ ,,,','_ ;, - - ", I _ _ i .w`. '_ _ ,,__ ,',',`I -/, -, :' , �I " • - I 1-�\ 102 189 SF 2'-10.. m - ,'.Lail,_ ' U / • ,- __ - ".o r B1 -, -_' I , , o U • ' - - -� \ 135 SF _� 1.03 - ......... C 1� � 12.08 m _ _ _ _ cc . _ -I _ B 1 _ - I _ io ", � ,- .. ......&&.&I.&..&.&&. I: , , % \,I.I-,-%---- II �I-...-t*..... ' -.&.&.&.%/.�..,.�.� IIII -..-.&..&.&&. .�..,...�.....I -.&.&.&.I..\-&...- &.&.&.&...&-..& I....I......." 1_00'-0" -- 1I,I .%I,I -� 1_00'-0" - E5 8.01 --- AS.o .1 TOP OF SLAB TOP OF SLAB ...........-- in FRONT OFFICE ELEVATION - SOUTH FRONT OFFICE ELEVATION -WEST N 6 5 B4 ( N M 1/2" = 1'-0" 1/2" = 1'-0" . . . . . . . N ... 11I ±-...-I 7'-4" ... 103A io - C5 TYP 1. 1. 1. 1. -..I cN -< �� 108 - 0 �� 1_08 - 0 `N D4........... ........... D4 A4.0 C4 A6.0 (- - ... .. :.......C.. :...........-.-. A4.0 C3 - -,-,%-I1 _. - - _', _ - %, I1I%%" -------I----- -, - ' , - %11-1,-1- • _ -, _0 - ._ - '---1-, -`- CEILING -' ` , ' CEILING - �`. = : I 1% "% I% .---I I -'IJ/ D5 . , " < % - 1% ,% ,I%1 1,, ----I-J---- -----%- --,-----III, ',, -• P4 CEILING -----I%I-- .. ------ "> ,- P4 CEILING BACK OFFICE .. .... .. .... . ZN - - , •'- - - % 1, ,% "1 -" - - -' • -,,- 1 1 I I - -, - ; -1 - " - , ., - - - '_" • ", 103 11'"%I1�-. � --- - - - - ' I��--� , ; - , P1 -%---II I--.�- 1",,,,%, %, , - -• - I - - - -' - ---, _ - P1 ', -• - 0 �-*......-..-.II 102 SF D....... I PRO:.:.:::.: f I%- _ - ' - • . � ,, � ,. `, ' 1 - -" I II ,III • I1'- , _ , t I - ' ' , ,, I I - , _ , .' -' , - -• '_' ', ; _ ' _ •_ - •', - " - . ,- , -' " _ - -' -• ------1'II , - , _ , _ • - - -' N .:.. . 5',0" wR ............ . '1II ,-1' -�-I--,----I--1' , ,'"I1II ,'-' "1I1 '% 1 , . , 1% --I � I1I11 •" -..*....-.-.... 1.03 N 27.01 CC(� , - 11 •- - ,,I7 • , , - , '" '' """%- ', t ��1I-1------ - , _, . _ • - • - %I' I� I% 11 1% , , - , ,1"I y , 1I , • 1' ; ;; ;i - I 1 , 1,�, - " - • -, . _' I- "--II%"" 1I1 , -, -'- - , I"- -' - ' ' , ."- - " -- ', I % -, - � - - - ,........*-:....I.'\ \ E5 I% 1I1, , II,III - 1 11 - I -1 ,%I%1 I _ „ -,- 1.-I -, � 12.09 1-----�. - - -,,-' ' \\ I % - �-...�...,....�....... \ A5.0 I, 11" "%�, I % -&.&&�1 FII( " 1•- 12.09 - �- '-II%"I II _,. 1 I" - I I- I•' - - -, - %� 1 - . . I ....... ... .... O I \II'7-'%---%- \ ., I % I I. Q 1' II%,- ,- %%1%%�-----1_, %--- ''%I 11, 1 1. I" , - - • r I.�. :N 1I I--------,IIII1 1%11 1I%%%.---�2---1-- -",I ' - 11 ,-'' ---- % I" 1 _ 100L0 B B ---�\��-F-' TOP OF SLAB TOP OF SLAB (: Y:r (: ) FRONT OFFICE ELEVATION - NORTH FRONT OFFICE ELEVATION - EAST OFFICE FLOOR PLAN BREAKROOM FLOOR PLAN A5 A4 % A2 A 1 11 1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" 1/2" = 1'-0" 4 3 1 2 1 1 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. C0NSULTAN-, ISSUE BLOCK NO. DATE DESCRIPTION 13088 EREGERED ,STATE DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: BSR JOB #62930665 SHEET TITLE ENLARGED PLANS AND ELEVATIONS SHEET NO. A4.0 aBRR Original printed on recycled paper I N N 66 N N 00 N ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. cc / r rn LO 00 � Q 4 Oa� � w o U) ° w D Q w Z N rn ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED ARCHITECT 1 in q E STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: IM JOB #62930665 SHEET TITLE TOILET PLANS & DETAILS SHEET NO. A4. 1 0 BRR Original printed on recycled paper 5 4 3 2 1 FIXTURE HEIGHTS AND CLEARANCES SHEET NOTE S 1 REF SHEET A6.0 FOR DOOR SCHEDULE. COMPLY WITH THIS CHART, 2009 ICC A117.1 ACCESSIBLE STANDARDS 2. REF SHEET A6.0 FOR FINISH INFORMATION. 3. REF A1.1 FOR PARTITION TYPES AND DETAILS. 4. INTERIOR PLAN DIMENSIONS ARE TO FACE OF STUD/MASONRY UNLESS NOTED OTHERWISE. ALL FIXTURES ARE TO FACE OF FINISH. 5. PLUMBING FIXTURE AND ACCESSORY DIMENSIONS ARE TO FACE OF FINISHED WALL UNLESS NOTED OTHERWISE. SOAP INSULATE WATER 6. PROVIDE BLOCKING IN WALLS FOR EQUIPMENT, FIXTURES, AND ACCESSORIES AS REQUIRED AND PER DISPENSER LINES AND DRAIN MANUFACTURER'S RECOMMENDATIONS. PROVIDE 7. PROVIDE BATT INSULATION FOR SOUND PROOFING IN TOILET ROOM PARTITIONS. MATCHING 8. SEAL PERIMETER OF ALL TOILETS, URINALS, SINKS, AND TOILET ACCESSORIES TO FINISHED U) _ SKIRT ON WALL/FLOOR. 9. CENTERLINE OF ACCESSIBLE WATER CLOSETS SHALL BE 16" MIN. TO 18" MAX. FROM o Q v Q U = UPPER UNIT - _� LO ¢ (3 - CO g a 0 _ Z ` J SIDEWALL/PARTITION N N - O c � w N g ` 10. TOILET TISSUE DISPENSERS TO BE LOCATED 7" MIN TO 9" MAX. FROM FRONT OF WATER CLOSET AND = LU O Iri M O HC 24" MIN TO 42" MAX FROM FINISHED FACE OF WALL. w 11. LOCATE WATER CLOSETS IN A 59" x 60" MINIMUM AREA, 18" FROM WALL TO CENTER LINE OF WATER SINGLE ELECTRIC WATER CLOSET. LAVATORY COOLERS 12. PROVIDE 48" x 48" SPACE AT PUSH SIDE OF DOOR AND 54" DEEP SPACE AT PULL SIDE OF DOOR INTO TOILET ROOM. CLEAR AND LEVEL 13. PROVIDE 1 1/2"0 GRAB BARS AT 33" ABOVE FINISH FLOOR AT REAR AND SIDE OF WATER CLOSET. FLOOR SPACE GRAB BAR AT SIDE TO BE 42" LONG AND EXTEND 35" FROM BACK WALL OF TOILET. GRAB BAR TO BE 48" 36" LONG AT BACK WITH 1 1/2" CLEAR FROM WALL. BAR FASTENERS AND MOUNTING SUPPORTS TO 4-WITHSTAND A MINIMUM 250 LBS. PER FOOT IN BENDING, SHEER STRESS AND SHEAR FORCE. 14. WATER CLOSETS SHALL HAVE A SEAT HEIGHT OF 17" TO 19" ABOVE FINISH FLOOR. FLUSH VALVES TO � 5 0 HAVE A MAXIMUM 5 LBS. OPERATING FORCE. V7,/7 o I 15. FLUSH VALVES TO BE MOUNTED 44" ABOVE FINISH FLOOR AND HAVE MAXIMUM 5 LBS. OPERATING C) Q Q Q is T URNARO M I FORCE. VND w w M Z> - _� 16. PROVIDE 30" x 48" CLEAR SPACE IN FRONT OF LAVATORY AND 29" CLEAR FROM FLOOR TO BOTTOM OF a0 = �, APRON FOR KNEE SPACE. 17. PROVIDE A CLEARANCE 27" HIGH x 8" DEEP BEHIND FRONT OF LAVATORY AND A TOE CLEARANCE OF 17"-25" 9" FROM THE FLOOR AND 17" DEEP FROM THE FRONT OF THE LAVATORY. 18. INSULATE HOT WATER AND DRAIN PIPES AT SINKS. ELECTRIC SEAT TURNING SPACE CLEAR FLOOR 19. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRE GRASPING, PINCHING, HAND DISPENSER CIRCULAR SPACE OR TWISTING. FAUCET TO HAVE A MAXIMUM 5 LBS. OPERATING FORCE. DRYER 20. LOCATE TOWEL, SANITARY NAPKIN, AND WASTE RECEPTACLES WITH ALL OPERABLE PARTS WITHIN NOTE: 40" OF FINISHED FLOOR. CLEAR SPACE AT LAVATORY 21. LOCATE TOILET PAPER DISPENSERS ON THE WALL WITHIN 24"-40" FROM THE WALL BEHIND THE TOILET AND DRINKING FOUNTAIN AND 19" ABOVE FINISH FLOOR. MUST BE CLEAR AND LEVEL 22. WATER CLOSET FLUSH LEVER TO BE ON OPEN SIDE OF TANK AWAY FROM WALL. KEYNOTES Tag Keynote Discription 1.01 30"X48" CLEAR AND LEVEL FLOOR SPACE 1.02 59"X60" CLEAR AND LEVEL FLOOR SPACE 1.03 REQUIRED CLEAR FLOOR SPACE, REF DOOR CLEARANCES ON SHEET G2.0 5.02 STEEL BOLLARD; REF DETAIL C1/A5.1 6.12 PLYWOOD BACKING, FASTEN TO MIN 2 STUDS, TYP. REF C2/A5.1 10.05 TOILET/URINAL PARTITIONS - FLOORIWALL MOUNTED STAINLESS STEEL FINISH WITH BOTTOM @ +9" MIN AFF FIXTURES 0 10.07 TOILET PAPER DISPENSER - BOBRICK B-2888 IN STAINLESS STEEL o 10.09 SURFACE MOUNTED SEAT COVER DISPENSER. BOBRICK B-22 OR EQUAL 10.10 24"X36" MIRROR WITH BEVELED EDGES (NO FRAME) 10.11 DYSON AIRBLADE "V-AB12" HAND DRYER, REF ELECTRICAL SHEETS 10.12 1 1/2" DIAMETER X 36" LONG X 18 GA STAINLESS STEEL GRAB BAR 10.13 1 1/2" DIAMETER X 42" LONG X 18 GA STAINLESS STEEL GRAB BAR 10.14 1 1/2" DIAMETER X 18" LONG X 18 GA STAINLESS STEEL GRAB BAR 10.15 STAINLESS STEEL SOAP DISPENSER 10.16 STAINLESS STEEL SANITARY NAPKIN DISPENSER 10.17 SURFACE MOUNTED DIAPER CHANGING STATION REF C2/A5.1 FOR BLOCKING DETAILS 11.16 CONDENSATE EVAC UNIT. REF REFRIGERATION SHEETS 22.02 WATER HEATER ON PREMANUFACTURED PLATFORM, REF PLUMBING SHEETS 22.03 ACCESSIBLE WATER CLOSET, REF PLUMBING SHEETS 22.04 NON -ACCESSIBLE WATER CLOSET, REF PLUMBING SHEETS 22.05 ACCESSIBLE URINAL, REF PLUMBING SHEETS 22.06 ACCESSIBLE LAVATORY, REF PLUMBING SHEETS 22.08 MOP SINK, REF PLUMBING SHEETS. INSTALL THE FOLLOWING ABOVE JANITOR'S SINK: CHEMICAL SHELF OR CABINET, MOP HOOK MOUNTED ABOVE SINK. COORDINATE FINAL LOCATIONS AND HEIGHTS WITH GOI PROJECT MANAGER 22.10 ACCESSIBLE HI -LO DRINKING FOUNTAIN, REF PLUMBING SHEETS 22.11 DRAIN PIPE ON SINK TO RECEIVE INSULATION 22.12 EVAC MOP SINK, REF REFRIGERATION AND PLUMBING SHEETS FINISH KEYNOTES B4 SLIM FOOT CERAMIC COVE BASE WITH MIN 3/8" RADIUS. REF DETAIL E4/A6.0 FRP1 MARLITE P-100 WHITE PEBBLE FINISH P4 TIMID WHITE, BENJAMIN MOORE #9084 � � � 2'-6" 3'-0" 3'-0" 3'-0" V I 5.02 V q 8'-4" N CE 4'-6" O ABOVE 22.02 22.12 11.16 0 22.08 9 FRP1 CEILING 4'-10° 0- 2'-8 5'-1" P4 MIRROR FRP1 BLOCKING 10.17 { TYP / \ REF C2 / A5.1 10.15 i 1.03 D4 ALCOVE / � 1.03 10.10 �� 8 MIN 10.11 3' - 0" 96SF/ V-O - 22.065'- 2'-0" 1'-0" 6.12 1.03 � o 5 -0" 22.11 MIN MIN 10.12 TURNAROUND U ALL PIPES TO BE 10.13 Q INSULATED TO I af PROTECT AGAINST w 22.03 X CONTACT Q - - 10.07 2, _ 5„ < > REQUIRED KNEE a � 10.16 \ - H CLEARANCE O 22.10 LL W iY 6" MAX Z = Q 11" MIN N B4 - _ c a B4 108A COMPLETELY SEAL 109A PLUMBING O �,, it FIXTURES TO N O ' - " 100 0 I FLOOR AND WALL o Cal 17" - 25" 10.09 10.09 16"-18" TOP OF SLAB m Z 22.04 10.05 6'-4" I SECTION AT LAVATORY WOMEN'S RESTROOM ELEVATION B5 no 1 b o 65 6 5 /� B4 _ _ �\ A4.1 A4.1 1.. = 1'-0" 1/2" = 1'-0.. / 1.03 1 1.01 1.01 p,R0vN0 1.03 UNO I � BURN FRP1 108' - 0" I 5-p' BURN PRO 5 I CEILING WOMENS I I 4'- 10.. P4 108 / 10.17 10.17 MEN'S / 5'-0" 2'-8" 1'-6" 9" FRP1 134 SF / \ 109 129 SF FINISHES 39"-41„ \ 44" MIN 5'-0" 3' _ 0.. NOT SHOWN FOR CLARITY 42" MIN 1' - 0" MAX 10.14 10.15 PLYWOOD BACKING (FASTEN 10.11 E4 E4 TYP Z TO MIN 2 STUDS, TYP) V-4.. TYP A6.0 _ ,, ^o .. - co A6.0 iY 0o N Q 7" MIN 9" MAX 10.13 6.12 1' - 0" 2' - 0" N 00�}0 N U24" 10.12 MIN 10.12 ° ® 22.06 O 4„ - --- - - - 4.. 42" MAX 10.13 - - - - - � 22.11 L U L----- 22.03 _ LLl U w X00 �- 10.05 - 10.05 �0 L� --- ---- 10.07 - - o a0 22.03 O a J 2;8-1' Q 6, v �,� ........... ...... .. .... OO Q M Z Z M Z W B4 .......... ...... .. .. .... . ................... - a M a CO ''' ' 0 64 w a a O- p CO O 100 0 A4.1 B4 ° L .. ...... .. c ... .. A4 A4.11 .. 2'-0" MIN 10.07 16"-18° 10.09 10.05 TOP OF SLAB A5 0H ...... .... ... A5 T-6" MAX 10.05 22.05 6' - 4" Ll1.02 oo ib .. .. . . 1.02 A5 TYPICAL 1/2"=11_011 FIXTURE ELEVATION A4 MEN'S RESTROOM ELEVATION 1/2"=1'-0" RESTROOM FLOOR PLAN B 5 4 3 2 1 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. cc / r rn LO 00 � Q 4 Oa� � w o U) ° w D Q w Z N rn ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED ARCHITECT 1 in q E STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: IM JOB #62930665 SHEET TITLE TOILET PLANS & DETAILS SHEET NO. A4. 1 0 BRR Original printed on recycled paper Ii� N N 66 C) N O N 00 N ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. cc / r rn LO 00 � Q 4 Oa� � w o U) ° w CD D Q w Z N rn ISSUE BLOCK NO. DATE DESCRIPTION 13088gWASHINGTON 1TATE DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: M JOB #62930665 SHEET TITLE DETAILS SHEET NO. A5.0 0 BRR Original printed on recycled paper 5 4 3 2 1 L6X3X16GA (LLV) ATTACH TO COOLER WITH ROWS OF # SHEET NOTES 6" X 16GA STUD TRACK 24" LONG. FASTEN (2) x x x TO PURLIN WITH #10 WOOD SCREWS FOR x x x x 10 TEK SCREWS AT 6" OC 1. REF SHEET A6.0 FOR DOOR SCHEDULE. I I I I X (2) ROWS AT 6" OC TYP EACH END x x x x 1/2" GYP BD (TYP) 2. REF SHEET A6.0 FOR FINISH INFORMATION. I I 24 I I x x 3. REF A1.1 FOR PARTITION TYPES AND DETAILS. I I I I L 1 1/2" X 1 1/2" X 18 GA FRAMING ANGLE. x x V C6X 1 1/4" X 20 GA 4. DIMENSIONS OF REFRIGERATED CASES ARE TO THE OUTERMOST POINTS OF THE CASES: ENDCAPS I I I I 2'- 0 FASTEN TO STUDS AT PERIMETER WITH TYP AND BUMPERS ARE CONSIDERED PART OF THE CASE, WHERE THEY OCCUR. I I CONT. SILICONE COVER PLYWOOD W/ I I 3 #10 TEK SCREWS. TYP TOP AND () x x ATTACH STUD TO 5. PROVIDE STEEL CLOSURE PANELS AT ALL VERTICAL GAPS AND HORIZONTAL GAPS BETWEEN I I I I SEALANT LAMINATE ON ALL I I ATTACH SHELVING BOTTOM OF CHASE. x x x x SUPPORT ANGLES WITH L REFRIGERATED CASES, WALLS, AND/OR EQUIPMENT. I I SIDES I I BRACKETS x x x x GA AND TEK 6. ALL FIXED (NON -MOVEABLE) EQUIPMENT INCLUDING SINKS AND REFRIGERATED EQUIPMENT SHALL BE I I 2 LAYERS OF 3/4" I I KI I I CONT. BLOCKING IREF - / --- x x x x C6 X 1 1/4 X 20GA (33MIL) TYP. LINO SCREWS SCREWS AT EACH LEG H LE SEALED TO THE WALLS. BASE OR LEGS SHOULD BE SET IN A BED OF SEALANT WITH EXCESS x x x x � = REMOVED. MOVEABLE EQUIPMENT SHALL NOT BE SEALED. I I I I PLYWOOD i PLYWOOD WITH PROVIDE 1"x2" L6X3X16 GA (LLV) w C- DO NOT ATTACH SUPPORT 7. REFERENCE REFRIGERATION SCHEDULE ON SHEET RS FOR MODEL NUMBERS AND QUANTITIES I I MELAMINE LAMINATE FRONT LIP WITH I ATTACHED TO COOLER > Z Q U w z FRAMING TO CHASE (TYP) +30" I I ON ALL SIDES PLYWOOD I I BOX WITH (2) ROWS OF #10 TEK SCREWS AT 6" OC TYP -1 U 1/2" GYP BD ALL AROUND CHASE (NOT O SHOWN FOR CLARITY) KEYNOTES C TO BOTT oo � w I I iv WHERE SHOWN. DO NOT x x x x � SECTION - A w ATTACH BRACE TO COUNTER WITH (2) 1" I I I I 1" I ATTACH TO CHASE x x x x ATTACH STUD TO SUPPORT A ANGELS WITH L2X2X18 GA AND (2) # Tag Keynote Discription 10.24 PALLET SHELVING RACK, TYP. REF SHEET A5.1 PAN HEAD SCREWS 10 TEK SCREWS AT EACH LEG. DO 11.04 REFRIGERATED MERCHANDISE UNIT. REF REFRIGERATION SHEETS I I AT 36" O.C. I I NOT ATTACH TO CHASE. C6 X 1 1/4 X 20 GA TYP 11.05 FROZEN FOOD COFFIN CASES. REF REFRIGERATION SHEETS I I I I HEAVY DUTY STEEL I I STUD WALL 1/2" PLYWOOD I I SHELVING WITH ii x x x 12.01 PLASTIC LAMINATE FACED BASE CABINETS - DRAWERS / HINGED FACINGS AS SHOWN I I ANGLE BRACES AT I I DADO AS 12.02 PLASTIC LAMINATE FACED UPPER CABINETS -WITH ADJUSTABLE SHELVES I I 36" O.C. I I REQUIRED FOR DO NOT ATTACH BASE SUPPORT (4) #10 TEK SCREWS AT I I I I SHELVINGFRAMING CHASE IS TO SLIP TO CHASE LAPPED CONNECTIONS I I ATTACH BRACE TO I I I I BRACKET FREELY AT COOLER BOX TYP. CONT. 2X6 BLOCKING I I I I I I OR METAL. STUD I I I I BACKING WITH 2 #14 I I X 4" LONG PAN HEAD - REFRIGERATED CASE A—a SCREWS AT 36" O.C. 1/2" GYP BD (TYP) MIN 2 1/2" EMBED SECTION - B OFFICE COUNTER DETAIL TYP OFFICE SHELVING SECTION REFRIGERATION CHASE WTYP E5 E 4 E 3 1 1 /2" = 1'-0" 1 1/2" = V-0" 1 /2" = 1'-0" PROVIDE 1/4" GAP BETWEEN (2) STAINLESS STEEL DOOR HALVES BUMPER PAD = STEEL COLUMN 2X BASE FRAME 48" A.F.F S/S COLUMN WRAP WITH BEVELED TOP EDGE. APPLY TO VA ALL COLUMNS EXPOSED 0 TO CART TRAFFIC ""*\—ADHERE 2" VERTICAL 3„ STRIP TO COLUMN EACH 4" RUBBER BASE SIDE WITH ADHESIVE - "v COLUMN WRAP—S/S D5 1 1/2" = V-0" TOE SPACE NOTE: NOTE: BASE OF CABINET AND EDGE REF ELEV FOR HEIGHTS AND D4 6" = 1'-0" OF SHELVES TO RECEIVE OVERALL DIMENSIONS OF PLASTIC LAMINATE MILLWORK CONT SEALANT 10" 10" CONT 1 ADJ DRILL FOR 1® SEALANT 10" . ADJUSTABLE SHELVES 10" DRILL FOR 12.02 3" FROM SHELF EDGE N ADJUSTABLE N 1 ADJ 1 ADj SHELVES 3" 3" 3" TYP TYP NOTE:El FROM SHELF EDGE BRACING,7� `� REF ELEV FOR REF STRUCTURAL HEIGHTS AND V OVERALL DIMENSIONS6Y1, 3 (3) #10 SCREWS o ATTACH WALL AND 6'- 10" 8'- 5" V OF MILLWORK CONT I o I BRACING TO ROOF Y SEALANT METAL STUDS - I ABOVESTRUCTURE CONT SEALANT o REF STRUCTURAL I PER STRUCTURAL 0° 2' - 0" i\1 2' - 0" INTEGRAL METAL TRACK, REF STRUCTURAL / / / BACKSPLASH N REF STRUCTURAL—Z"GLB co N 1x4 WOOD BLOCKING C E CONT SHEET METAL CLOSURE 11.04 0 11.05 11.04 DRAWER i; PANEL N L 3/4" SUBSTRATE _ ADJUSTABLE 7MIN� BLOCKING AS XSHELF REQUIRED +9+ - 44"PULL 3/4" SUBSTRATE X Q3„12.01 REF0 FRONT AND ENDS \\---WRAP \ / PIPES I I 3/4" SUBSTRATE Z> KNEE AND TOE CLEARANCES nBOTTOM °' SALES ICC A117.1, REF D2 / G2.0 � I I o \ REFRIGERATION CHASE / 11.0 5 l�_PER DAIRY WALK-IN / REF E3 / A5.0 \ 2 x WOOD D4 REF FOR LOCATION / ND MEP TYP \ TYP BLOCKING MILLWORK SECTION MILLWORK SECTION WALL SECTION ABOVE COOLER— 12'-2" B5 B 4 B 3 \I / 3/4" = 1'-0" 3/4" = 1'-0" 1 1/2" = 1'-0" / \ \ / 10.24 CIO REFRIGERATED CASES— ° 10.24 ° CONT. CLEAR COATED 20 GA GALVANIZED I 1/2" PLYWOOD PARTITION WALL STEEL INFILL PANEL WITH HEMMED EDGES PAINT CONT CLEAR COATED 20 GA SET IN A BED OF SEALANT EACH SIDE TO MATCH WALL ATTACH CONTINUOUS / \ Cl) GALVANIZED STEEL INFILL ABOVE I 1X6 WOOD BLOCKING I I PANEL WITH HEMMED EDGES I TO EACH STUD WITH (2) Cl) SET IN A BED OF SEALANT I #14 TEK SCREWS AND EACH SIDE 20 GA 3 5/8" TOP I (4) #10 SCREWS 2x4 I ANCHOR LOCKERS TO Z TRACK BLOCKING WITH (4) LAG U 3/8" X 6GA SS PAN HEAD I I I SCREWS PER LOCKER ❑ COOLER PANELS / \ Q FASTENERS AT MAX 9" OC 20 GA CHICKEN + o I 11.05 I EACH Ui— SIDE.EVENLY SPACE AIR GAP WIRE. SCREW TO + \ / 10.24 ADJACENT WALL MTL STUDS 1 3 5/8" 20 GA KICKER U_p FOR OPENINGS OVER 24" IN @ 48" O.C. I 1-- WIDTH INSTALL BACKUP � B 20 GA 3 5/8" °I I LLJFRAMING PER DETAIL AND Z FASTEN CLOSURE PANEL AT ADJACENT WALL MTL STUDS I LOCKERS TO HORIZ FRAMING a_ @ 24 O.C. MEMBERS @ MAX 9" OC WITH 0O 3/8" X 6 GA PAN HEAD CONT. CLEAR COATED 20 GA GALVANIZED I I FV I I° = FASTENERS. EVENLY SPACE STEEL INFILL PANEL WITH HEMMED EDGES SET IN A BED OF SEALANT EACH SIDE I 18 GA BENT PLATE. I FASTENERS SKREW TO Q _ LU PROVIDE 1"TOE KICK RETURN EACH SIDE ° I 20 GA 3 5/8" I BOTTOM TRACK COOLER PANEL MOUNT LOCKERS A MIN FF OR - _ 00 11.04 1 ` IJ i FOOR'COLEAN NGI - ACCESS I N \ \ \ cc cc co ° AIR GAP COOLER PANELS c3� FINISH FLOOR FV FV 1 I � 0) I 1 CX>< (0 2 A (4) #10 SCREWS CLOSURE PANEL BETWEEN COOLER BOXES COOLER PANELS PARTITION WALL CLOSURE PANEL DETAIL CLOSURE PANEL DETAIL GUARDRAIL AT REFRIG BOXES LOCKER ANCHORAGE REFRIGERATION FLOOR PLAN A5 A4 A3 "=1'-0" (A2 Al 1 1/2" = 1'-0" 1 1/2" = V-0" 111=11-01, 3/4" = 1'-0" 1/4" = 1'-0" 5 4 3 2 1 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. cc / r rn LO 00 � Q 4 Oa� � w o U) ° w CD D Q w Z N rn ISSUE BLOCK NO. DATE DESCRIPTION 13088gWASHINGTON 1TATE DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: M JOB #62930665 SHEET TITLE DETAILS SHEET NO. A5.0 0 BRR Original printed on recycled paper Ii� OD N N 66 C) C) N 00 N ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTANT rn 00 � Q 4 Oa� � w o U) ° w D Q w Z N rn ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED ARCHITECT E STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: M JOB #62930665 SHEET TITLE DETAILS SHEET NO. A5.1 0 BRR Original printed on recycled paper 5 4 3 2 1 CHECKSTANDS TO BE ACCESSIBLE CHECKSTANDS SHALL BE IDENTIFIED WITH A MIN. 4"X4" ISA SYMBOL PER ICC A117.1 THREADED ROD (OR BRACE TO LU NOTE: ANCHOR SIZE, TYPE, AND LOCATION NOTED FOR ALL STRUCT. AS REQ'D.) w STORAGE AND DISPLAY SHELVING ARE PER MANUFACTURER NOTE: POWER POLE HAS CENTER REQUIREMENTS. CONTRACTOR IS TO VERIFY WITH SHELVING DIVIDER PROVIDING SEPARATE MANUFACTURERS THE EXACT ANCHOR ATTACHMENT REQUIREMENTS PRIOR TO INSTALLATION. MAXIMUM SHELF OUTSIDE EDGE OF COFFIN RACEWAY FOR POWER AND TELECOMMUNICATION CABLES 10" MAX HEIGHT ALLOWED TO BE 5'-9" AFF FREEZER (IF OCCURS) 1 LAYER 5/8" GYP BOARD BOX WITH 3- 20 AMP CIRCUITS IN CAT -5 PHONE & DATA CABLES w LL 3 CORNER BEADS - COL NOTCH AS FLEX CONDUIT W w Li - REQUIRED TO ALLOW UTILITIES TO _ m Q Q Q 1313 1313 1313 a PASS THROUGH. (TAPED/TEXTURE) N Q Q O = � Q CAHH W � ❑❑ ° ° SIZE PER PLANS 00 ° ° 00 ° ° (1)1/2"O EMT LINE CEILING LL U) 0 ° 0 0 0 POWER OUTLET MOUNTED AT 12" ? p Z w 0 ❑ 0 0 0 0 BELOW CEILING FOR ACCESS TRIM KIT @ C3LG. DATA OUTLET U w 0 0 0 0 0 0 (4) 2"x2 1/2" 20 GA MTL. TRACK FULL POINT PRICE CHECKER MOUNTED AT 12" BELOW CLG. FOR Q 2 0 0 0 0 011 HEIGHT OF COLUMN. + 2'-0" FOR (CHECKSTAND #1 ONLY) ACCESS POINT PRICE CHECKER — Q ❑ ❑ 0 0 0 0 0 0 0 0 -_ - LATERAL SUPPORT, BRACE 2" X 2 1.2 (CHECKSTAND #1 ONLY) z / ❑ ❑ 0 0 GALV. SHEET MTL. 0 0 RISER TO ROOF STRUCT. I ❑ ❑ 0 0 0 0 DECK PAN 0 0 °° °° ❑ ❑ ❑ ❑ ° ❑ ❑ ❑ ° ° ❑ ❑ ❑ ❑ T-0" (2) 7/8" 0 REFRIGERATION LINE WITH PROVIDE CONVENIENCE ❑ ❑ 0 0 ° 1/2" INSULATION. RECEPTACLE @ 30" FACING POINT OF SALE 13 13❑ 0 1111 1111 '' (3) 1" 0 PVC W/ 1/2" INSULATION SALES FLOOR (P.O.S) MACHINE ❑ ❑ ❑ 0 0 110 ❑ X ❑ ❑ ❑ ❑ -_ --- -_- CV x ❑ ❑ 0 0 ❑ ❑ 0 0 ❑ ❑ ❑ ❑ 11 11 STL. LEG o 0 0 0 0 _- _ _-_ _ -- --- --- -- - -- --_ —(1)2 1/8" INSULATED REFRIGERATION DROP-OUT POLE CONT. \v\��\O ❑ ❑ 0 0 0 0 0 o SUCTION LINE W/ 3/4" INSULATION. FROM CABLE TRAY TO 1313 0 0 °° 0° ❑° ❑❑ 0 0 0 0 12" STAINLESS STEEL COVER TO +48" FLOOR x Q ❑ ❑ 110 ❑ ❑ ❑ Q 0 ❑❑ ❑❑ 1313 011 ALL ❑❑ 13 13 ❑❑ ❑ ❑ o 0 0 0 ❑ ❑ ❑ ❑ 011 0 0 0 CHECKOUT STANDACCESSIBLE Cl_ HEIGHT O ❑ ❑ 13 113 3 0 0 0 0 ❑ 0 ❑ ❑ 0 0 0 0 CHECK WRITER SHELF 0 0 0 0 REF STRUCTURAL FOR ANCHORAGE 0 0 0 0 0 0 0 0 0 0 0 0 _ OPENING IN DROP-OUT POLE FOR PHONE, DATA AND POWER CABLES W/ ECCENTRIC HINGE OR OTHER ACCESSIBLE Q m LL ❑ ❑ 0 0 0 0 0 0 - _-- COMMUNICATIONS CABLES, CONNECTION TO REGISTER OPERATION O ° ❑ ❑ ❑ ° ° 0 0 ❑ ° ° ° 0 0 ° ° ATTACH TRACK TO FLOORS AT PROVIDE PANEL LINER TO PROTECT CABLES. ANGLE BRACKET ATTACH TO ❑ ❑ 0 0 0 0 0 o ANCHOR BASE OF COLUMN. USE - FLOOR AND POLE. ❑ ❑ ❑ ❑ ❑ ❑ ❑ - WEDGE ANCHORS OR POWDER POINT OF SALE DEVICES ACTIVATED FASTENERS. FINISH FLOOR SHALL COMPLY WITH IBC FRONT VIEW SIDE VIEW 1109.13 OWNER PROVIDED PALLET SHELVING ELEVATIONS REFRIGERATION CHASE POS POWER POLE ELEVATION ACCESSIBLE CHECKSTAND D 5 D 3 D 2 D1 3/4" = 1'-0" 3" = 1'-0" 1 /4" = 1'-0" 1 /2" = 1'-0" ALL SHELVING RUNS, GONDOLA (FREE STANDING, DOUBLE 3" DIAMETER STEEL PIPE SIDED) OR WALL -MOUNTED, REQUIRE TWICE THE NUMBER OF SFA -HD SEISMIC FLOOR ANCHORS AS THE NUMBER OF METAL WALL STEEL SLEEVE UPRIGHTS IN THE RUN. FLOOR ANCHORS SHALL ANCHOR THE STUDS 48" SHELVING UNITS AT THE LEVELER LOCATIONS; FOR WALL MOUNTED UNITS, THE BEST SHOE LEVELERS AND UPRIGHT 16"5/8" GYP BD ON (E) LEVELERS MUST BE ANCHORED FOR GONDOLA UNITS, BASE d: o °.d ° A. a_ a MTL. STUD (TYP) SHOE LEVELERS MUST BE ANCHORED. SEE DIAGRAMS BELOW. ` ° 2X4 RUNNER GONDOLA -TYPE ( FREE STANDING) SHELVING i J L i METAL STUDS: _ CENTERLINE OF i i_ WARE INDUSTRIES, SHELVING LEVELERS i i SHELVING INC. (CEMCO) 0 — Q a l l . al a ° 'Q — — — — — — & ANCHORS, TYP > BACKBOARD & [ICC -ESR -2620] — UPRIGHTS <'� i SHELVING SUPPORT ff �`� 20 GA STUD COPE HEAVY DUTY i SHELVING FLANGES I. ° a SEISMIC CLIP (PER 4 UPRIGHTS, 8 ANCHORS 6 UPRIGHTS, 12 ANCHORS i i SUPPORTy MFG.) ANCHOR TO FLOOR SLAB i ��;> �� HEAVY DUTY a SEISMIC CLIP k OPTION: USE PRE- BASE BELOW PER MFG. TOI- MANUFACTURED. 1 A4 FLOOR SLAB ° REMOVABLE BOLLARDS W/ o L A5.1 STEEL SLEEVES INTO (E) a "' A5 BASE BELOW SLAB @ THE CORNER GUARD LOCATIONS & AROUND OWNER PROVIDED WALL 4 UPRIGHTS, 6 ANCHORS 5 UPRIGHTS, 10 ANCHORS A5.1 SECURE WITH (2) EGRESS PATHS SCREWS AT EACH SHELVING PLAN @ FRAMED OWNER PROVIDED BRACING OWNER PROVIDED GONDOLA STUDS 8" MIN WALL REQUIREMENTS SHELVING PLAN TYPICAL BLOCKING @ METAL STUD INTERIOR BOLLARD DETAIL C 5 C4 (C3 r 2 r 1 3/4" = V-0" 1 /8" = V-0" 3/4" = 1'-0" v 1"= 1'-0" v 1 1/2" = 1'-0" 1/8 7X7 AIRCRAFT CABLES ATTACHED TO ROOF STRUCTURE @ EACH END PROVIDE T -BAR CEILING CLIP TO SECURE POWER POLE OF UNISTRUT POWER POLE MOUNTED J -BOX NOTE: SEE DETAIL REF C4 / A5.1 FOR ADDITIONAL INFORMATION 1/8 7X7 AIRCRAFT CABLES ATTACHED TO 00 ROOF STRUCTURE @ 3" 19" NOMINAL q MIDDLE OF POWERPOLE SHELF DEPTH 19" NOMINAL POWER POLE SHELF DEPTH FLEXIBLE CONDUIT TO NEXT , POWER. COMM POLE AS REQUIRED. SHELVING UPRIGHTS @ 48" O.C. POLE SUPPORT CLAMP 3/8"6 RODS, TIE LENGTH SHELVES, TYP AS NEED DFOR CONNECTION TO (E) ROOF BEAMS, SEE INT. ELEVATIONS P100 UNISTRUT, TYP. TWO COMPARTMENT POWER POLE in 22" NOMINAL SHELF DEPTH 22" NOMINAL BASE LEVELS/ ANCHOR SHELF DEPTH POINTS MOUNT POLE ON STORE GONDOLA AS REQUIRED (0 J T �0 LEVELER SPACING LEVELER SPACING ° " •�" _A.-_.; .°.."- ad•-, �. --`191/2" a =-.4 " 41 REF STRUCTURAL FOR PER MANUFACTURE PER MANUFACTURE ANCHORAGE REF STRUCTURAL LEVELER FOR ANCHORAGE SPACING PER MANUFACTURER ti OWNER PROVIDED GONDOLA OWNER PROVIDED WALL \ SHELVING SECTION SHELVING SECTION POS POWER POLE POS POWER POLE DIAGRAM A5 A4 A3 % A2 3/4" = 1'-0" 3/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 5 4 3 2 1 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTANT rn 00 � Q 4 Oa� � w o U) ° w D Q w Z N rn ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED ARCHITECT E STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: M JOB #62930665 SHEET TITLE DETAILS SHEET NO. A5.1 0 BRR Original printed on recycled paper COOLER BOX 3/8" COVE EPDXY FINISH, SMOOTH FINISH UNDER EQUIP/SHELVING AND AT BASE COVE 1" 4"X6" PT CONT. BUMPER W/ 1/2" DIAMETER ALL THREAD W/ COUNTER SUNK WASHER & NUT 24" O.C. COOLER/FREEZER BUMPER DETAIL E51 1/2" = 1'-0" FRAMING PER WALL TYPES TYPICAL MTL. SILL TRACK— BASE AT STOCKROOM L -J %J i 1 1/2" = 1'-0" 5/8" W.R. GYP BOARD AT WET AREAS 1/2" PLYWOOD TO +4'-0" 2"X6" COMP. WOOD BASE CONTINUOUS CAULKING FRAMING PER WALL TYPES 5/8" W.R. GYP BOARD -FRP(GLUED) SLIM FOOT CERAMIC COVE BASE W/ 3/8" MIN. RADIUS CLEAR SEALED CONCRETE FLOOR E7 A BASE AT RESTROOM/JANITOR 1 1/2" = 1'-0" FRAMING PER WALL TYPES 1 LAYER 5/8" GYP BOARD TOP SET RUBBER BASE TYPICAL MTL. SILL TRACK SHOT PINS @ 32" O.C. TYP. = "HILTI" DS 42 (OR EQ) WITH 11/2" MIN EMBED zi �BASEAT OFFICE OR HALL L -O `t i 1 1/2" = 1'-0" VARIES I/ WAY 3 GENERALNOTES 1. CLEAN OR SEAL ANY/ALL (E) STAINS PRIOR TO THE APPLICATION OF ANY FINISH COATS/COLORS. 2. PROVIDE RESOURCE STOCK AS FOLLOWS • 24 LF. OF RUBBER BASE • 1 GAL OF EACH PAINT COLOR & FINISH 'MANUFACTURER'S FINISH FOR WALK-IN COOLERS DENOTES THE FOLLOWING CONSTRUCTION: WALL: 4" WOOD -FRAME, POLYURETHANE, FOAM IN PLACE CEILING: 5" WOOD FRAME, POLYURETHANE, FOAM IN PLACE FINISH: WALL: 26GA STUCCO EMBOSSED GALVANIZED STEEL CEILING: 26GA PAINTED STUCCO EMBOSSED GALVANIZED STEEL, WHITE FLOOR: 050 SMOOTH -ALUM. INTERIOR W/ NON-SKID STRIP DOOR A - DOUBLE ACTING ELIASON, MODEL EISA-30 PUSH TO OPEN 14"X16" VISION PANEL 36" HIGH TEARDROOP BUMPER. BOTH SIDES OF DOOR JAMB GUARD DOOR TYPES WC33/8" = 1'-0" WALL PER SCHEDULE A5 1 A1.2 I CAULK BOTH SIDES 1/4" BENT STAINLESS STEEL N PLATE WITH COUNTER SUNK J HOLES WITH 3/8" DIAMETER SCREWS AT 18" OC AT HEAD DOOR PER SCHEDULE A - HEAD DETAIL r� B -JAMB DETAIL DOOR PER SCHEDULE 1/4" BENT STAINLESS STEEL PLATE WITH COUNTERSUNK HOLES FOR 3/8" DIAMETER SCREWS AT 18" OC AT JAMB 6" H X 11 " L 3/16" X 4" W BENT STEEL PLATE AT BASE OF EACH JAMB - WELD TO BENT STEEL PLATE AT EACH JAMB & BOLT TO FLOOR WITH (3) 3/8" DIAMETER EXPANSION BOLTS CAULK EACH SIDE (3) 20 GAUGE STUDS AT EACH JAMB WALL AS SCHEDULED IMPACT DOOR DETAILS U v i 1 1/2" = V-0" RM # I ROOM NAME 100 VESTIBULE 101 SALES FLOOR 102 FRONT OFFICE 103 BACK OFFICE 104 DAIRY COOLER 105 MEAT COOLER 106 FREEZER 108 WOMENS 109 MEN'S 110 BREAKROOM 111 STOCKROOM 112 RECEIVING 113 ALCOVE 114 EXISTING ELECTRICAL ROOM 115 EQUIPMENT ROOM SCHEDULE NOTES: 1 GRIND SALES FLOOR AND OFFICES TO A HIGH GLOSS SHINE (60-70 ON GLOSS METER), REF SPECS FOR FINISH. 2 FALSE COLUMNS COVER REFRIGERATION LINES TO COFFINS AND REACH -IN CASES TO BE P1 - NATURAL LINEN EGGSHELL 3 STEEL SUPPORT COLUMNS ON SALES FLOOR TO BE P3 - "COCOA WHIP" EGGSHELL. 4 EXTERIOR OF WALK-IN COOLERS SHALL RECEIVE 1/2" PLYWOOD WAINSCOT CONTINUOUS 4' AFF. 5 DF PT SHALL BE HELD 1/2" AWAY FROM THE EXTERIOR PLYWOOD AND BOLTED DOWN TO THE SLAB. REF E5 / A6.0 6 USE WATER RESISTANT GYPSUM BOARD AT WALLS. 7 USE WATER RESISTANT GYPSUM BOARD AT CEILING. 8 EPDXY BASE TO EXTENDED UP COOLER WALL A MINIMUM OF 6" TO BE INSTALLED WITH 3/8" MINIMUM RADIUS AT FLOOR TO COOLER WALL CONNECTION POINT. 9 NO FINISH REQUIRED BENEATH REFRIGERATION EQUIPMENT. 10 CONCRETE FLOOR SLAB BY MANUFACTURER MATERIAL KEY MARK DESCRIPTION MARK DESCRIPTION CP COOLER PANEL, REF REFRIGERATION MF MANUFACTURER'S FINISH (ES) EGGSHELL FINISH (S) SATIN FINISH FP FREEZER PANEL, REF REFRIGERATION (SG) SEMI -GLOSS FINISH NOTE: ALL DOOR HANDLES TO BE BETWEEN 36" AND 48" I�cM EXISTING WALL TO REMAIN 1/4" SHIM SEALANT BOTH SIDES ALUMINUM FRAME TRANSOME AT HEAD, PER MANUFACTURE WALL BEYOND - AUTOMATIC SLIDING OR MANUAL DOOR REF SCHEDULE EXTERIOR A - HEAD DETAIL FLUSH HM DOOR W/ STL FRAME DOOR C - SWING BY CUSTOM COOLER DOOR D X 24" ONE AY CURITY LASS -USH HM DOR W/ MNTED STL RAME, M SCHEDULE FINISH KEY MARK FINISH L DESCRIPTION B1 BASE I 6" RUBBER BASE B2 BASE 7 2" X 6" TREX B3 BASE 100A 4" X 6" DF PT B4 ROOM FINISH SCHEDULE NEW GLACIER SLIM FOOT CERAMIC COVE BASE WITH MIN 3/8" RADIUS B5 BASE WHITE SLIM FOOT CERAMIC COVE BASE WITH MIN 3/8" RADIUS EPX EPDXY F GLASS TARA-GEM 111 IFS EPDXY BY TERA LITE WALL FIBERGLASS REINFORCED PLASTIC WHITE MARLITE P-100 PEBBLE FINISH P1 PAINT CEILING SHERWIN WILLIAMS "SW 9109" PAINT P2 FLOOR FINISH NORTH BASE FINISH SOUTH P3 PAINT EAST WEST MATERIAL FINISH TIMID WHITE HEIGHT NOTES BASE FINISH BASE FINISH BASE FINISH SC B1 P1 (ES) B1 P1 (ES) 3'- 0" 7' - 0" B1 A3 -B - P1 (ES) B1 P1 (ES) --- --- D HM 9'-0" 1,6 SC B1 P2 (ES) B1 P1 (ES) 104A B1 C MFR P1 (ES) B1 P1 (ES) --- P4 (ES) MTL --- 1,2,3,9 SC B1 P1 (ES) B1 P1 (ES) - - B1 120B P1 (ES) B1 P1 (ES) GYP P4 (ES) 5' - 0" 7'- 0" 8'-0" 1 SC B1 P1 (ES) B1 P1 (ES) B HM B1 3'- 0" 7'- 0" P1 (ES) B1 P1 (ES) GYP P4 (ES) 109A 8'-0" 1 EPX EPX MF EPX MF DOOR & HARDWARE NOTES EPX 110A MF EPX MF CP MF A3 -B --- 4, 5 EPX EPX MF EPX MF 3' - 6" 8' - 0" EPX B3 -B - MF EPX MF CP MF OF PROJECT, THOUGH NOT DEFINITELY SPECIFIED HEREIN. --- 4,5 EPX EPX MF EPX MF 2. EPX MF EPX MF FP MF --- 4,5 SC B5 FRP B5 FRP B5 HARDWARE SECURELY ANCHORED WITH APPROPRIATE FASTENING DEVICES. FINISH EXPOSED FRP B5 FRP GYP P4 (ES) 8'-0" 6,7 SC B5 FRP B5 FRP B5 FRP B5 FRP GYP P4 (ES) 8'-0" 6,7 SC B1 P1 (ES) B1 P1 (ES) B1 P1 (ES) B1 P1 (ES) GYP P4 (ES) 8'-0" --- SC REF A3.1, A3.2 P1 (ES) REF A3.1, A3.2 P1 (ES) REF A3.1, A3.2 P1 (ES) REF A3.1, A3.2 P1 (ES) --- P4 (ES) --- 4,5 SC B1 P1 (ES) B1 P1 (ES) B1 P1 (ES) B1 P1 (ES) --- P4 (ES) --- 4,5 SC B1 P1 (SG) B1 P1 (ES) B1 P1 (ES) B1 P1 (ES) GYP P4 (ES) 8'-0" --- SC B1 P1 (ES) B1 P1 (ES) B1 P1 (ES) B1 P1 (ES) --- --- --- 4,5 SC B1 P1 (ES) B1 P1 (ES) B1 P1 (ES) B1 P1 (ES) --- --- --- 4,5 SCHEDULE NOTES: 1 GRIND SALES FLOOR AND OFFICES TO A HIGH GLOSS SHINE (60-70 ON GLOSS METER), REF SPECS FOR FINISH. 2 FALSE COLUMNS COVER REFRIGERATION LINES TO COFFINS AND REACH -IN CASES TO BE P1 - NATURAL LINEN EGGSHELL 3 STEEL SUPPORT COLUMNS ON SALES FLOOR TO BE P3 - "COCOA WHIP" EGGSHELL. 4 EXTERIOR OF WALK-IN COOLERS SHALL RECEIVE 1/2" PLYWOOD WAINSCOT CONTINUOUS 4' AFF. 5 DF PT SHALL BE HELD 1/2" AWAY FROM THE EXTERIOR PLYWOOD AND BOLTED DOWN TO THE SLAB. REF E5 / A6.0 6 USE WATER RESISTANT GYPSUM BOARD AT WALLS. 7 USE WATER RESISTANT GYPSUM BOARD AT CEILING. 8 EPDXY BASE TO EXTENDED UP COOLER WALL A MINIMUM OF 6" TO BE INSTALLED WITH 3/8" MINIMUM RADIUS AT FLOOR TO COOLER WALL CONNECTION POINT. 9 NO FINISH REQUIRED BENEATH REFRIGERATION EQUIPMENT. 10 CONCRETE FLOOR SLAB BY MANUFACTURER MATERIAL KEY MARK DESCRIPTION MARK DESCRIPTION CP COOLER PANEL, REF REFRIGERATION MF MANUFACTURER'S FINISH (ES) EGGSHELL FINISH (S) SATIN FINISH FP FREEZER PANEL, REF REFRIGERATION (SG) SEMI -GLOSS FINISH NOTE: ALL DOOR HANDLES TO BE BETWEEN 36" AND 48" I�cM EXISTING WALL TO REMAIN 1/4" SHIM SEALANT BOTH SIDES ALUMINUM FRAME TRANSOME AT HEAD, PER MANUFACTURE WALL BEYOND - AUTOMATIC SLIDING OR MANUAL DOOR REF SCHEDULE EXTERIOR A - HEAD DETAIL FLUSH HM DOOR W/ STL FRAME DOOR C - SWING BY CUSTOM COOLER DOOR D X 24" ONE AY CURITY LASS -USH HM DOR W/ MNTED STL RAME, M SCHEDULE FINISH KEY MARK FINISH COLOR DESCRIPTION B1 BASE BLACK 6" RUBBER BASE B2 BASE NOMINAL SIZE 2" X 6" TREX B3 BASE 100A 4" X 6" DF PT B4 BASE NEW GLACIER SLIM FOOT CERAMIC COVE BASE WITH MIN 3/8" RADIUS B5 BASE WHITE SLIM FOOT CERAMIC COVE BASE WITH MIN 3/8" RADIUS EPX EPDXY F GLASS TARA-GEM 111 IFS EPDXY BY TERA LITE FRP FIBERGLASS REINFORCED PLASTIC WHITE MARLITE P-100 PEBBLE FINISH P1 PAINT NATURAL LINEN SHERWIN WILLIAMS "SW 9109" PAINT P2 PAINT HEARTTHROB SHERWIN WILLIAMS "SW 68866" PAINT P3 PAINT COCOA WHIP SHERWIN WILLIAMS "SW 9084" PAINT P4 PAINT TIMID WHITE BENJAMIN MOORE PAINT 2148-060 SC CONCRETE SEALER - - CLEAR, PENETRATING, GREASE, OIL AND ACID RESISTANT SEALED CONCRETE (2 COATS) WC1 WAINSCOT 102A 1/2" PLYWOOD TO 4'-0" AFF MOTION DETECTOR, TYP 1/4" TEMPERED GLASS,TYP MUNTIN BAR 2" CRASH BARS AT 6" AND 24" TYP DOOR F -SLIDE 10" BOTTOM STANLEY AUTOMATIC ENTRANCES STILES, TYP DOOR H COILING DOOR AND FRAME SCHEDULE NEW STOCKROOM WT NEW / EXISTING ROOM NAME DETAIL REFERENCES ARE TO SHEET A6.0 UNO DOOR FRAME HARDWARE GROUP REMARKS TYPE MATERIAL QTY NOMINAL SIZE SLIDE XSLIDE 100A NEW VESTIBULE F GLASS 1 11' - 4" 7'- 0" TEMPERED ALUM A2 -A A2 -B A2 -C H -G B, D E, F, K --- STEEL - - - 100B NEW VESTIBULE F GLASS 1 11' - 4" 7' - 0" TEMPERED ALUM A2 -A A2 -B A2 -C H -G B, D, F, K, 8'- 1" 101A NEW SALES FLOOR F GLASS 1 12' - 0" 8'- 0" TEMPERED ALUM A2 -A A2 -B A2 -C H -G A, B, D, F, P MOTION DETECTOR, TYP 1/4" TEMPERED GLASS,TYP MUNTIN BAR 2" CRASH BARS AT 6" AND 24" TYP DOOR F -SLIDE 10" BOTTOM STANLEY AUTOMATIC ENTRANCES STILES, TYP DOOR H COILING INTERIOR 8 3/4 JAMB GUARD ARE TO BE GUARD MASTER KEYED, MASTER KEYED AND KEYED ALIKE IN DIFFERENT SETS. PROVIDE �VARIES WALL WITHOUT USE OF A KEY, SPECIAL FULL PERIMETER GASKETING. KNOWLEDGE OR EFFORTKEY LOCKING H. PROVIDE TEMPERED /ONE WAY GLASS -SIZE ONE SET OR CONSTRUCTION CORE AND TOW CONSTRUCTION CONTROLS KEYS. . SEALANT CONNECTION AND B. DOOR CLOSERS: MAX. EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR INTERIOR REINFORCMENT PER HARDWARE MAY BE USED ON THE MAIN EXIT PER DOOR ELEVATION DOORS AND 5 LBS FOR EXTERIOR DOORS. BREAKAWAY MANUFACTURER WHEN THE MAIN EXIT DOOR HAS A READILY I. PROVIDE SMOKE SEALS AT ALL MECHANICAL C. COORDINATE TEMPLATES AND REINFORCING WITH DOOR AND FAME MANUFACTURER — — DOOR PIVOT VISIBLE DURABLE SIGN ON THE EGRESS SIDE ROOM DOORS 4. COORDINATE ALL HARDWARE REQUIREMENTS W/ ANY SECURITY DEVICES INDICATED. COORDINATE 1 o OR ADJACENT TO THE DOOR STATING: " THIS J. PROVIDE 1 INCH UNDERCUT FOR MAKE - UP AIR INSTALLATION FOR PROPER OPERATION, INTERFACE AND CONNECTION WITH ANY SECURITY DEVICES A5 CONTINUOUS SEALANT, DOOR IS TO REMAIN UNLOCKED WHENEVER (PER MECH.) AND/OR SECURITY SYSTEM. A1.2 EACH SIDE THIS SPACE IS OCCUPIED". THE SIGN SHALL BE K. EXIT DOORS SHALL HAVE DRIP GUARDS AT TOP, 5. ALL ELECTRONICALLY CONTROLLED HARDWARE SHALL BE "FAIL-SAFE" TYPE. PREP DOORS WITH IN LETTERS ONE INCH HIGH ON A WEATHER STRIPPING AT BOTH SIDES AND Ei�i CONTRASTING BACKGROUND. WHEN LOCKED, BOTTOM SEAL WITH THRESHOLD. ELECTRICAL LOCKSET AS REQUIRED. ASSEMBLY RATING SHALL BE MAINTAINED. — CONTRASTING BACKGROUND. WHEN LOCKED, BOTTOM SEAL WITH THRESHOLD. THE DOOR MUST BE FREE TO SWING WITHOUT L. SEE DOOR ELEVATIONS FOR DETAIL 6. AUTOMATED SLIDING DOOR PACKAGES SHALL COMPLY WITH 2015 IBC 1010.1.4.3 REQUIREMENTS. OPERATION OF ANY LATCHING DEVICE. REFERENCING. 7. ALL SWING EXIT DOORS TO HAVE EITHER (E) OR NEW PANIC HARDWARE DEVICE. SEE DOOR NO STOP AT SHIM AS EXISTING SCHEDULE. CASED OPENING REQUIRED E. SUITE/BUILDING IDENTIFICATION: 12" TALL (1 M. ROLL -UP DOOR: U.S. DOOR &BUILDING 8. ALL DOORS TO COMPLY WITH DISABLED ACCESS REQUIREMENTS PER ICC A117.1 404. EXTERIOR WALL 3/4" STROKE) ADDRESS NUMBERS IN A COMPONENT MODEL #536 OR EQ. FIELD VERIFY DOOR EXTERIOR READILY VISIBLE LOCATION (EQUAL TO OR R.O. & DOOR SIZE REQUIRED. 9. THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE SMOOTH GREATER THAN 14 FEET ABOVE ADJACENT N. EXIT DOORS = 5 LBS. OPERATING FORCE W/ 3 UNINTERRUPTED SURFACE PER ICC A117.7 404.2.9. B - JAMB DETAIL GRADE). THE NUMBERS SHALL HIGHLY SECOND SWEEP PERIOD FROM 70 DEGREES TO 10. SEE DOOR SCHEDULE AND FINISH SCHEDULE FOR DOOR AND FRAME FINISH. EXISTING DOORS AND A - HEAD DETAIL FRAMES TO BE REFINISHED AS NECESSARY. FIX ENTIRE DOOR AND FRAME. CONTRAST WITH SOLID BACKGROUND. WITHIN OF DOOR JAMB LATCH. 11. GC AND HIS SUB -CONTRACTORS ARE RESPONSIBLE TO DETERMINE HARDWARE SPECIFIED WILL FULLY GLASS BACKGROUNDS NDS OR BRASS/BRONZE O. REPLACEE DOOR PANEL IN EXISTING FRAME FUNCTION. VERIFY WITH GO ANY QUESTIONS ON FUNCTIONIBILITY AND INTENDED USE. EXTERIOR INTERIOR NUMBERS ARE NOT PERMITTED. GC TO P. EXISTING DOOR TO REMAIN. CONTRACTOR TO 12. REF A2 / GVE FOR ACCESSIBLE DOOR HARDWARE REQUIREMENTS. DOOR COORDINATE LOCATION WITH FIRE VERIFY HARDWARE IS IN WORKING ORDER NO STOP AT CASED OPENING STOREFRONT AUTOMATED DEPARTMENT. SLIDING DOOR PACKAGE CONTINUOUS SEALANT F. AUTOMATED SLIDING DOORS & SIDE PANELS TYPICAL DISTANCE TO WALL REF C5/A6.0 AT BOTTOM OF DOOR SHALL HAVE BREAKAWAY FEATURE - WITH A AT HINGE SIDE ONLY UNO4 1/2" EXTRUDED FRAME BEYOND MAX BREAKAWAY FORCE OF 50 LBS. a- THRESHOLD, RECESSED CONTINUOUS SEALANT HARDWARE GROUPS INTO SLAB AND GROUTED FULL WIDTH OF DOOR O AT ALL EDGES OF � PACKAGE 0 THRESHOLD Q GROUP H -A: FRONT OFFICE/BREAKROOM GROUP H -C: RESTROOMS GROUP H -E: EXIT DOOR GROUP H -X: COOLER/FREEZER BOX Q ADJACENT WALL HINGES: HAGER, 1 1/2 PAIR, NRP, HINGES: HAGER, 1 1/2 PAIR, NPR, HINGES: HAGER, 1 PAIR, NRP, ALL HARDWARE BY DOOR MFR. CONTINUOUS SEALANT, 661279 US36 BB 1279 US26D 661191, US26D EACH SIDE STAINLESS STEEL STAINLESS STEEL STAINLESS STEEL GROUP H -G AUTOMATIC SLIDER [VARIES LOCKSET: SCHLAGE ND80RD PUSH PULL PLATE: IVES 8103-0 EZ DOOR ALARM DEVICE: DETEX EAX-500 PROVIDE STANLEY DURAGLIDE REFER TO REF HEADER SCHEDULE o RHO 619 (10") W/ PULL PLATES PROPER KEY CYLINDER MANUFACTURER FOR HARDWARE ON G4.0 FOR SIZING �`� WALL STOP: IVES 402 1/2, US26D BOTH SIDES PANIC HARDWARE: FALCON 19-R SERIES SP28 REQUIREMENTS AND DETAILING a SURFACE CLOSER: LCN 4111 SERIES, AL SURFACE CLOSER: LCN 411 SERIES, AL (INCLUDE NECESSARY PULLS WALL WALL STOP: IVES 402 1.2, US26D AND HARDWARE) NO OUTSIDE GROUP H -Y: TRAFFIC DOORS GROUP H -B: BACK OFFICE KICK PLATE: 8400 10"X34" BOTH SIDES LOCK OR PULLS ALL HARDWARE BY DOOR MFR. B -JAMB DETAIL HINGES: HAGER, 1 1/2 PAIR, NRP, DOOR MUST BE SELF CLOSING SURFACE CLOSER: LCN 4111 SERIES, AL C -THRESHOLD DETAIL BB1279 US36D THRESHOLD: PEMCO 171A GROUP H -Z: ROLL UP DOOR STAINLESS STEEL GROUP H -D: EQUIPMENT ROOM DOOR SWEEP: PEMCO 3452AV UNDER SHELL PERMIT - GC TO ADJUST AS REQUIRED INTERIOR METAL DOOR LOCKSET: SCHLAGE ND 80RD HINGES: HAGER, 1 1/2 PAIR, NRP, WEATHER STRIP: PEMCO 35041CP RH0619 BB1279 US36 PROVIDE DRIP GUARD ALSO AT TOP DETAILSAUTOS L I D E R DETAILS WALL STOP: IVES 402 1/2, US 26D STAINLESS STEEL LOCKSET: SCHLAGE ND80RD GROUP H -F: OVER HEAD COILING DOOR NOTE: ALL HARDWARE SHALL NOT REQUIRE A3 1 1/2" = V-0" A2 1 1/2" = 1'-0" RHO 619 REFER TO MANUFACTURER PINCHING, TIGHT GRASPING, OR TWISTING OF THE SURFACE CLOSER: LCN 4111 SERIES, AL WRIST IN ORDER TO OPERATE PER ICC A117.1 5 4 3 2 1 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTAN. ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED „ARCHITECT STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: BSR JOB #62930665 SHEET TITLE DOOR AND FINISH SCHEDULES SHEET NO. A6.0 BRR Original printed on recycled paper DOOR AND FRAME SCHEDULE NEW STOCKROOM WT NEW / EXISTING ROOM NAME DETAIL REFERENCES ARE TO SHEET A6.0 UNO DOOR FRAME HARDWARE GROUP REMARKS TYPE MATERIAL QTY NOMINAL SIZE DETAIL GLASS MATERIAL HEAD JAMB THRESHOLD WIDTH HEIGHT 100A NEW VESTIBULE F GLASS 1 11' - 4" 7'- 0" TEMPERED ALUM A2 -A A2 -B A2 -C H -G B, D E, F, K --- STEEL - - - 100B NEW VESTIBULE F GLASS 1 11' - 4" 7' - 0" TEMPERED ALUM A2 -A A2 -B A2 -C H -G B, D, F, K, 8'- 1" 101A NEW SALES FLOOR F GLASS 1 12' - 0" 8'- 0" TEMPERED ALUM A2 -A A2 -B A2 -C H -G A, B, D, F, P H HM 101B EXISTING SALES FLOOR B HM 1 3' - 0" 7'- 0" --- STEEL - - - - P 114A 102A NEW FRONT OFFICE D HM 1 3'- 0" 7' - 0" TEMPERED STEEL A3 -A A3 -B - H -A A, J, H - --- - P 103A NEW BACK OFFICE D HM 1 3'- 0" 7' - 0" TEMPERED STEEL A3 -A A3-13 - H -B A, J, H 3' - 0" 7'- 0" 104A NEW DAIRY COOLER C MFR 1 5'- 0" 7' - 0" --- MFR - - - H -X B MTL PAIR 105A NEW MEAT COOLER C MFR 1 5'- 0" 7'- 0" --- MFR - - - H -X B 120B NEW TRASH ENCLOSURE 106A NEW FREEZER C MFR 1 5' - 0" 7'- 0" --- MFR - - - H -X B - - 108A NEW WOMENS B HM 1 3'- 0" 7'- 0" - STEEL A3 -A A3 -B - H -C A, G, J 6'- 0" --- STEEL - 109A NEW MEN'S B HM 1 3' - 0" 7'- 0" - STEEL A3 -A A3 -B - H -C A, G, J DOOR & HARDWARE NOTES 12'- 0" 110A NEW BREAKROOM B HM 1 3' - 0" 7'- 0" --- STEEL A3 -A A3 -B H -A A, B, H, J, L FINISH REF ROOM FINISH SCHEDULE TOP OF TRANSOME 111A NEW STOCKROOM A PLASTIC PAIR 3' - 6" 8' - 0" ACRYLIC STEEL B3 -A B3 -B - H -Y A, B, H RIGID DOOR MODEL ULT8496 INTERIOR 8 3/4 JAMB GUARD ARE TO BE GUARD MASTER KEYED, MASTER KEYED AND KEYED ALIKE IN DIFFERENT SETS. PROVIDE �VARIES WALL WITHOUT USE OF A KEY, SPECIAL FULL PERIMETER GASKETING. KNOWLEDGE OR EFFORTKEY LOCKING H. PROVIDE TEMPERED /ONE WAY GLASS -SIZE ONE SET OR CONSTRUCTION CORE AND TOW CONSTRUCTION CONTROLS KEYS. . SEALANT CONNECTION AND B. DOOR CLOSERS: MAX. EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR INTERIOR REINFORCMENT PER HARDWARE MAY BE USED ON THE MAIN EXIT PER DOOR ELEVATION DOORS AND 5 LBS FOR EXTERIOR DOORS. BREAKAWAY MANUFACTURER WHEN THE MAIN EXIT DOOR HAS A READILY I. PROVIDE SMOKE SEALS AT ALL MECHANICAL C. COORDINATE TEMPLATES AND REINFORCING WITH DOOR AND FAME MANUFACTURER — — DOOR PIVOT VISIBLE DURABLE SIGN ON THE EGRESS SIDE ROOM DOORS 4. COORDINATE ALL HARDWARE REQUIREMENTS W/ ANY SECURITY DEVICES INDICATED. COORDINATE 1 o OR ADJACENT TO THE DOOR STATING: " THIS J. PROVIDE 1 INCH UNDERCUT FOR MAKE - UP AIR INSTALLATION FOR PROPER OPERATION, INTERFACE AND CONNECTION WITH ANY SECURITY DEVICES A5 CONTINUOUS SEALANT, DOOR IS TO REMAIN UNLOCKED WHENEVER (PER MECH.) AND/OR SECURITY SYSTEM. A1.2 EACH SIDE THIS SPACE IS OCCUPIED". THE SIGN SHALL BE K. EXIT DOORS SHALL HAVE DRIP GUARDS AT TOP, 5. ALL ELECTRONICALLY CONTROLLED HARDWARE SHALL BE "FAIL-SAFE" TYPE. PREP DOORS WITH IN LETTERS ONE INCH HIGH ON A WEATHER STRIPPING AT BOTH SIDES AND Ei�i CONTRASTING BACKGROUND. WHEN LOCKED, BOTTOM SEAL WITH THRESHOLD. ELECTRICAL LOCKSET AS REQUIRED. ASSEMBLY RATING SHALL BE MAINTAINED. — CONTRASTING BACKGROUND. WHEN LOCKED, BOTTOM SEAL WITH THRESHOLD. THE DOOR MUST BE FREE TO SWING WITHOUT L. SEE DOOR ELEVATIONS FOR DETAIL 6. AUTOMATED SLIDING DOOR PACKAGES SHALL COMPLY WITH 2015 IBC 1010.1.4.3 REQUIREMENTS. OPERATION OF ANY LATCHING DEVICE. REFERENCING. 7. ALL SWING EXIT DOORS TO HAVE EITHER (E) OR NEW PANIC HARDWARE DEVICE. SEE DOOR NO STOP AT SHIM AS EXISTING SCHEDULE. CASED OPENING REQUIRED E. SUITE/BUILDING IDENTIFICATION: 12" TALL (1 M. ROLL -UP DOOR: U.S. DOOR &BUILDING 8. ALL DOORS TO COMPLY WITH DISABLED ACCESS REQUIREMENTS PER ICC A117.1 404. EXTERIOR WALL 3/4" STROKE) ADDRESS NUMBERS IN A COMPONENT MODEL #536 OR EQ. FIELD VERIFY DOOR EXTERIOR READILY VISIBLE LOCATION (EQUAL TO OR R.O. & DOOR SIZE REQUIRED. 9. THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE SMOOTH GREATER THAN 14 FEET ABOVE ADJACENT N. EXIT DOORS = 5 LBS. OPERATING FORCE W/ 3 UNINTERRUPTED SURFACE PER ICC A117.7 404.2.9. B - JAMB DETAIL GRADE). THE NUMBERS SHALL HIGHLY SECOND SWEEP PERIOD FROM 70 DEGREES TO 10. SEE DOOR SCHEDULE AND FINISH SCHEDULE FOR DOOR AND FRAME FINISH. EXISTING DOORS AND A - HEAD DETAIL FRAMES TO BE REFINISHED AS NECESSARY. FIX ENTIRE DOOR AND FRAME. CONTRAST WITH SOLID BACKGROUND. WITHIN OF DOOR JAMB LATCH. 11. GC AND HIS SUB -CONTRACTORS ARE RESPONSIBLE TO DETERMINE HARDWARE SPECIFIED WILL FULLY GLASS BACKGROUNDS NDS OR BRASS/BRONZE O. REPLACEE DOOR PANEL IN EXISTING FRAME FUNCTION. VERIFY WITH GO ANY QUESTIONS ON FUNCTIONIBILITY AND INTENDED USE. EXTERIOR INTERIOR NUMBERS ARE NOT PERMITTED. GC TO P. EXISTING DOOR TO REMAIN. CONTRACTOR TO 12. REF A2 / GVE FOR ACCESSIBLE DOOR HARDWARE REQUIREMENTS. DOOR COORDINATE LOCATION WITH FIRE VERIFY HARDWARE IS IN WORKING ORDER NO STOP AT CASED OPENING STOREFRONT AUTOMATED DEPARTMENT. SLIDING DOOR PACKAGE CONTINUOUS SEALANT F. AUTOMATED SLIDING DOORS & SIDE PANELS TYPICAL DISTANCE TO WALL REF C5/A6.0 AT BOTTOM OF DOOR SHALL HAVE BREAKAWAY FEATURE - WITH A AT HINGE SIDE ONLY UNO4 1/2" EXTRUDED FRAME BEYOND MAX BREAKAWAY FORCE OF 50 LBS. a- THRESHOLD, RECESSED CONTINUOUS SEALANT HARDWARE GROUPS INTO SLAB AND GROUTED FULL WIDTH OF DOOR O AT ALL EDGES OF � PACKAGE 0 THRESHOLD Q GROUP H -A: FRONT OFFICE/BREAKROOM GROUP H -C: RESTROOMS GROUP H -E: EXIT DOOR GROUP H -X: COOLER/FREEZER BOX Q ADJACENT WALL HINGES: HAGER, 1 1/2 PAIR, NRP, HINGES: HAGER, 1 1/2 PAIR, NPR, HINGES: HAGER, 1 PAIR, NRP, ALL HARDWARE BY DOOR MFR. CONTINUOUS SEALANT, 661279 US36 BB 1279 US26D 661191, US26D EACH SIDE STAINLESS STEEL STAINLESS STEEL STAINLESS STEEL GROUP H -G AUTOMATIC SLIDER [VARIES LOCKSET: SCHLAGE ND80RD PUSH PULL PLATE: IVES 8103-0 EZ DOOR ALARM DEVICE: DETEX EAX-500 PROVIDE STANLEY DURAGLIDE REFER TO REF HEADER SCHEDULE o RHO 619 (10") W/ PULL PLATES PROPER KEY CYLINDER MANUFACTURER FOR HARDWARE ON G4.0 FOR SIZING �`� WALL STOP: IVES 402 1/2, US26D BOTH SIDES PANIC HARDWARE: FALCON 19-R SERIES SP28 REQUIREMENTS AND DETAILING a SURFACE CLOSER: LCN 4111 SERIES, AL SURFACE CLOSER: LCN 411 SERIES, AL (INCLUDE NECESSARY PULLS WALL WALL STOP: IVES 402 1.2, US26D AND HARDWARE) NO OUTSIDE GROUP H -Y: TRAFFIC DOORS GROUP H -B: BACK OFFICE KICK PLATE: 8400 10"X34" BOTH SIDES LOCK OR PULLS ALL HARDWARE BY DOOR MFR. B -JAMB DETAIL HINGES: HAGER, 1 1/2 PAIR, NRP, DOOR MUST BE SELF CLOSING SURFACE CLOSER: LCN 4111 SERIES, AL C -THRESHOLD DETAIL BB1279 US36D THRESHOLD: PEMCO 171A GROUP H -Z: ROLL UP DOOR STAINLESS STEEL GROUP H -D: EQUIPMENT ROOM DOOR SWEEP: PEMCO 3452AV UNDER SHELL PERMIT - GC TO ADJUST AS REQUIRED INTERIOR METAL DOOR LOCKSET: SCHLAGE ND 80RD HINGES: HAGER, 1 1/2 PAIR, NRP, WEATHER STRIP: PEMCO 35041CP RH0619 BB1279 US36 PROVIDE DRIP GUARD ALSO AT TOP DETAILSAUTOS L I D E R DETAILS WALL STOP: IVES 402 1/2, US 26D STAINLESS STEEL LOCKSET: SCHLAGE ND80RD GROUP H -F: OVER HEAD COILING DOOR NOTE: ALL HARDWARE SHALL NOT REQUIRE A3 1 1/2" = V-0" A2 1 1/2" = 1'-0" RHO 619 REFER TO MANUFACTURER PINCHING, TIGHT GRASPING, OR TWISTING OF THE SURFACE CLOSER: LCN 4111 SERIES, AL WRIST IN ORDER TO OPERATE PER ICC A117.1 5 4 3 2 1 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTAN. ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED „ARCHITECT STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: BSR JOB #62930665 SHEET TITLE DOOR AND FINISH SCHEDULES SHEET NO. A6.0 BRR Original printed on recycled paper 111B NEW STOCKROOM A PLASTIC 1 3' - 6" 8' - 0" ACRYLIC STEEL B3 -A B3 -B - H -Y A, B, H 112B EXISTING RECEIVING B HM 1 3' - 0" 7'- 0" --- STEEL - - - - P 112C EXISTING RECEIVING H HM 1 8'- 1" 9' - 0" --- STEEL - - - - P 112D EXISTING RECEIVING H HM 1 8'- 0" 9' - 1" --- STEEL - - - - P 114A EXISTING EXISTING ELECTRICAL ROOM B HM 1 3'- 0" 7'- 0" --- STEEL - - --- - P 115A NEW EQUIPMENT ROOM B HM 1 3' - 0" 7'- 0" --- STEEL A3 -A A3 -B --- H -D B, D, I 120A NEW TRASH ENCLOSURE G MTL PAIR 5'- 0" 6'- 0" --- STEEL - - - - 120B NEW TRASH ENCLOSURE G MTL PAIR 5'- 0" 6'- 0" --- STEEL - - - - 121A NEW BALE STORAGE G MTL PAIR 5' - 0" 6'- 0" --- STEEL - - - - - DOOR SCHEDULE REMARKS DOOR & HARDWARE NOTES A. DOOR FRAMES TO MATCH ADJACENT WALL G. DOUBLE - ACTION STOCKROOM DOORS BY 1. PROVIDE COMPLETE, CODE CONFORMING FINISH HARDWARE SCHEDULE AND INSTALLATION AS m FINISH REF ROOM FINISH SCHEDULE RUBBAIR DOOR. REQUIRED FOR FULLY OPERATING FACILITY, INCLUDING WORK REQUIRED FOR PROPER COMPLETION INTERIOR B. SEE DOOR & HARDWARE NOTES ON SHEET RIGID DOOR MODEL ULT8496 OF PROJECT, THOUGH NOT DEFINITELY SPECIFIED HEREIN. G2.0 FOR ADDITIONAL ACCESSIBILITY 1 3/4" THICK DOOR PANELS W/ ABS FACING 2. TEMPLATES: FURNISH TEMPLATES OF PHYSICAL HARDWARE ITEMS TO DOOR AND FRAME REQUIREMENTS. C. MAINTAIN (E) HARDWARE -WHERE NOTED. GC ON BLACK EXTRUDED PVC FRAME MANUFACTURED AS REQUIRED TO ENSURE PROPER PREPARATION FOR HARDWARE. TO VERIFY THAT (E) HARDWARE COMPLIES 14" X 16" SINGLE PANE WINDOW 3. HARDWARE SECURELY ANCHORED WITH APPROPRIATE FASTENING DEVICES. FINISH EXPOSED WITH LOCAL AND STATE CODES. S.STL. UPPER & LOWER HARDWARE FASTENERS TO MATCH HARDWARE. D ALL DOORS SHALL BE OPERABLE FROM INSIDE A. KEYING: COORDINATE WITH TENANT REGARDING KEY AND PIN FOR LOCK SETS AR DOORS. LOCKS INTERIOR 8 3/4 JAMB GUARD ARE TO BE GUARD MASTER KEYED, MASTER KEYED AND KEYED ALIKE IN DIFFERENT SETS. PROVIDE �VARIES WALL WITHOUT USE OF A KEY, SPECIAL FULL PERIMETER GASKETING. KNOWLEDGE OR EFFORTKEY LOCKING H. PROVIDE TEMPERED /ONE WAY GLASS -SIZE ONE SET OR CONSTRUCTION CORE AND TOW CONSTRUCTION CONTROLS KEYS. . SEALANT CONNECTION AND B. DOOR CLOSERS: MAX. EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR INTERIOR REINFORCMENT PER HARDWARE MAY BE USED ON THE MAIN EXIT PER DOOR ELEVATION DOORS AND 5 LBS FOR EXTERIOR DOORS. BREAKAWAY MANUFACTURER WHEN THE MAIN EXIT DOOR HAS A READILY I. PROVIDE SMOKE SEALS AT ALL MECHANICAL C. COORDINATE TEMPLATES AND REINFORCING WITH DOOR AND FAME MANUFACTURER — — DOOR PIVOT VISIBLE DURABLE SIGN ON THE EGRESS SIDE ROOM DOORS 4. COORDINATE ALL HARDWARE REQUIREMENTS W/ ANY SECURITY DEVICES INDICATED. COORDINATE 1 o OR ADJACENT TO THE DOOR STATING: " THIS J. PROVIDE 1 INCH UNDERCUT FOR MAKE - UP AIR INSTALLATION FOR PROPER OPERATION, INTERFACE AND CONNECTION WITH ANY SECURITY DEVICES A5 CONTINUOUS SEALANT, DOOR IS TO REMAIN UNLOCKED WHENEVER (PER MECH.) AND/OR SECURITY SYSTEM. A1.2 EACH SIDE THIS SPACE IS OCCUPIED". THE SIGN SHALL BE K. EXIT DOORS SHALL HAVE DRIP GUARDS AT TOP, 5. ALL ELECTRONICALLY CONTROLLED HARDWARE SHALL BE "FAIL-SAFE" TYPE. PREP DOORS WITH IN LETTERS ONE INCH HIGH ON A WEATHER STRIPPING AT BOTH SIDES AND Ei�i CONTRASTING BACKGROUND. WHEN LOCKED, BOTTOM SEAL WITH THRESHOLD. ELECTRICAL LOCKSET AS REQUIRED. ASSEMBLY RATING SHALL BE MAINTAINED. — CONTRASTING BACKGROUND. WHEN LOCKED, BOTTOM SEAL WITH THRESHOLD. THE DOOR MUST BE FREE TO SWING WITHOUT L. SEE DOOR ELEVATIONS FOR DETAIL 6. AUTOMATED SLIDING DOOR PACKAGES SHALL COMPLY WITH 2015 IBC 1010.1.4.3 REQUIREMENTS. OPERATION OF ANY LATCHING DEVICE. REFERENCING. 7. ALL SWING EXIT DOORS TO HAVE EITHER (E) OR NEW PANIC HARDWARE DEVICE. SEE DOOR NO STOP AT SHIM AS EXISTING SCHEDULE. CASED OPENING REQUIRED E. SUITE/BUILDING IDENTIFICATION: 12" TALL (1 M. ROLL -UP DOOR: U.S. DOOR &BUILDING 8. ALL DOORS TO COMPLY WITH DISABLED ACCESS REQUIREMENTS PER ICC A117.1 404. EXTERIOR WALL 3/4" STROKE) ADDRESS NUMBERS IN A COMPONENT MODEL #536 OR EQ. FIELD VERIFY DOOR EXTERIOR READILY VISIBLE LOCATION (EQUAL TO OR R.O. & DOOR SIZE REQUIRED. 9. THE BOTTOM 10 INCHES OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING, SHALL HAVE SMOOTH GREATER THAN 14 FEET ABOVE ADJACENT N. EXIT DOORS = 5 LBS. OPERATING FORCE W/ 3 UNINTERRUPTED SURFACE PER ICC A117.7 404.2.9. B - JAMB DETAIL GRADE). THE NUMBERS SHALL HIGHLY SECOND SWEEP PERIOD FROM 70 DEGREES TO 10. SEE DOOR SCHEDULE AND FINISH SCHEDULE FOR DOOR AND FRAME FINISH. EXISTING DOORS AND A - HEAD DETAIL FRAMES TO BE REFINISHED AS NECESSARY. FIX ENTIRE DOOR AND FRAME. CONTRAST WITH SOLID BACKGROUND. WITHIN OF DOOR JAMB LATCH. 11. GC AND HIS SUB -CONTRACTORS ARE RESPONSIBLE TO DETERMINE HARDWARE SPECIFIED WILL FULLY GLASS BACKGROUNDS NDS OR BRASS/BRONZE O. REPLACEE DOOR PANEL IN EXISTING FRAME FUNCTION. VERIFY WITH GO ANY QUESTIONS ON FUNCTIONIBILITY AND INTENDED USE. EXTERIOR INTERIOR NUMBERS ARE NOT PERMITTED. GC TO P. EXISTING DOOR TO REMAIN. CONTRACTOR TO 12. REF A2 / GVE FOR ACCESSIBLE DOOR HARDWARE REQUIREMENTS. DOOR COORDINATE LOCATION WITH FIRE VERIFY HARDWARE IS IN WORKING ORDER NO STOP AT CASED OPENING STOREFRONT AUTOMATED DEPARTMENT. SLIDING DOOR PACKAGE CONTINUOUS SEALANT F. AUTOMATED SLIDING DOORS & SIDE PANELS TYPICAL DISTANCE TO WALL REF C5/A6.0 AT BOTTOM OF DOOR SHALL HAVE BREAKAWAY FEATURE - WITH A AT HINGE SIDE ONLY UNO4 1/2" EXTRUDED FRAME BEYOND MAX BREAKAWAY FORCE OF 50 LBS. a- THRESHOLD, RECESSED CONTINUOUS SEALANT HARDWARE GROUPS INTO SLAB AND GROUTED FULL WIDTH OF DOOR O AT ALL EDGES OF � PACKAGE 0 THRESHOLD Q GROUP H -A: FRONT OFFICE/BREAKROOM GROUP H -C: RESTROOMS GROUP H -E: EXIT DOOR GROUP H -X: COOLER/FREEZER BOX Q ADJACENT WALL HINGES: HAGER, 1 1/2 PAIR, NRP, HINGES: HAGER, 1 1/2 PAIR, NPR, HINGES: HAGER, 1 PAIR, NRP, ALL HARDWARE BY DOOR MFR. CONTINUOUS SEALANT, 661279 US36 BB 1279 US26D 661191, US26D EACH SIDE STAINLESS STEEL STAINLESS STEEL STAINLESS STEEL GROUP H -G AUTOMATIC SLIDER [VARIES LOCKSET: SCHLAGE ND80RD PUSH PULL PLATE: IVES 8103-0 EZ DOOR ALARM DEVICE: DETEX EAX-500 PROVIDE STANLEY DURAGLIDE REFER TO REF HEADER SCHEDULE o RHO 619 (10") W/ PULL PLATES PROPER KEY CYLINDER MANUFACTURER FOR HARDWARE ON G4.0 FOR SIZING �`� WALL STOP: IVES 402 1/2, US26D BOTH SIDES PANIC HARDWARE: FALCON 19-R SERIES SP28 REQUIREMENTS AND DETAILING a SURFACE CLOSER: LCN 4111 SERIES, AL SURFACE CLOSER: LCN 411 SERIES, AL (INCLUDE NECESSARY PULLS WALL WALL STOP: IVES 402 1.2, US26D AND HARDWARE) NO OUTSIDE GROUP H -Y: TRAFFIC DOORS GROUP H -B: BACK OFFICE KICK PLATE: 8400 10"X34" BOTH SIDES LOCK OR PULLS ALL HARDWARE BY DOOR MFR. B -JAMB DETAIL HINGES: HAGER, 1 1/2 PAIR, NRP, DOOR MUST BE SELF CLOSING SURFACE CLOSER: LCN 4111 SERIES, AL C -THRESHOLD DETAIL BB1279 US36D THRESHOLD: PEMCO 171A GROUP H -Z: ROLL UP DOOR STAINLESS STEEL GROUP H -D: EQUIPMENT ROOM DOOR SWEEP: PEMCO 3452AV UNDER SHELL PERMIT - GC TO ADJUST AS REQUIRED INTERIOR METAL DOOR LOCKSET: SCHLAGE ND 80RD HINGES: HAGER, 1 1/2 PAIR, NRP, WEATHER STRIP: PEMCO 35041CP RH0619 BB1279 US36 PROVIDE DRIP GUARD ALSO AT TOP DETAILSAUTOS L I D E R DETAILS WALL STOP: IVES 402 1/2, US 26D STAINLESS STEEL LOCKSET: SCHLAGE ND80RD GROUP H -F: OVER HEAD COILING DOOR NOTE: ALL HARDWARE SHALL NOT REQUIRE A3 1 1/2" = V-0" A2 1 1/2" = 1'-0" RHO 619 REFER TO MANUFACTURER PINCHING, TIGHT GRASPING, OR TWISTING OF THE SURFACE CLOSER: LCN 4111 SERIES, AL WRIST IN ORDER TO OPERATE PER ICC A117.1 5 4 3 2 1 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 8131 METCALF AVE OVERLAND PARK, KS 66204 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. CONSULTAN. ISSUE BLOCK NO. DATE DESCRIPTION 13088 REGISTERED „ARCHITECT STATE OF WASHINGTON DATE: 12/20/19 DRAWN BY: CEM CHECKED BY: BSR JOB #62930665 SHEET TITLE DOOR AND FINISH SCHEDULES SHEET NO. A6.0 BRR Original printed on recycled paper