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Construction Planso� �y o E - D6 �a pua000�o 3t 3oasoH I ISSUE BLOCK I •L � ` 1 9 hOf NE MAY 191Gi1 IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). I, DAVID L. HOFFMAN, FAIA AM THE COORDINATING PROFESSIONAL ON THE WALMART #4568 BLAIR, NE MAJOR PROJECT. COVER SHEET FET. C 1 EXISTING SQFT: 95,679 vvaimart *44 PROTO CYCLE: 03/26/21 BLAI R, NE DATE: 05/19/21 STORE NO.- 04568.221 P ROTO: 90 DRAWING INDEX GENERAL E2.2 ENLARGED POWER PLANS Cl COVER SHEET STRUCTURAL E2.3 ENLARGED POWER PLANS C2 RESPONSIBILITYMATRIX S1 PLAN GENERAL NOTES AND DETAILS E3 ELECTRICAL DE TAILS Ni GENERAL INFORMATION E4 ELECTRICAL ONE -LINE DETAILS AND SCHEDULES SAi SCHEDULES AND ALLOWANCES FIRE PROTECTION E4.1 PANELBOARD SCHEDULES FP1 FIRE PROTECTION SITE PLAN RE i REFRIGERATION ELECTRICAL PLAN ARCHITECTURAL FP2OVERALL FIRE PROTECTION PLAN GE1 GROCERY LIGHTING PLANS SP1 SITE PLAN FP2.1 ENLARGED FIRE PROTECTION PLANS SP 2 SITE DETAILS FP3 FIRE PROTECTION DETAILS RACKING DiDEMOLITION PLAN FXS1 FIXTUREANCHORAGE PLAN AND NOTES Al FLOOR PLAN PLUMBING FXS2 FIXTURE ANCHORAGE DETAILS A1.1 FLOOR FINISH PLAN MP1 OVERALL MECHANICAL AND PLUMBING PLAN A1.1.2 ICC FLOOR FINISH ENHANCEMENT PLAN P1 ENLARGED PLUMBING PLANS, DETAILS AND SPECIAL ELEMENTS A2 EXTERIOR ELEVATIONS SCHEDULES OS1 OWNER SUPPLIED ITEMS A2.1 EXTERIOR DETAILS AND SIGNAGE A3 SECTIONS AND DETAILS MECHANICAL CIVIL A4 ROOF PLAN AND DETAILS BAS1 BUILDING AUTOMATION SYSTEM SSM -1 STOPSIGNS ANDMARKINGSPLAN AS ENLARGED PLANS ELEVATION AND DETAILS BAS2 NOT USED SE P-1 DEMOLITION AND SITE CONSTRUCTION PLAN A5.1 ENLARGED PLANS AND DETAILS SE P-2 DEMOLITION AND SITE CONSTRUCTION PLAN A6 REAR OFFICE PLAN REFRIGERATION SEC P -SSM (SHEET 1) DETAILS A6.1 PARTITION TYPES AND WALL DETAILS BAS3 BUILDING AUTOMATION SYSTEM REFRIGERATION SECP-SSM (SHEET 2) DETAILS A7 NOT USED PLANS CSS -1 SPECIFICATION SHEET AB DOOR SCHEDULEAND FINISHES Ri REFRIGERATION PLAN CSS -2 SPECIFICATION SHEET A9 CASEWORK R2 REFRIGERATION SCHEDULES BR1 BREAKROOM PLANS AND DETAILS R3 REFRIGERATION DETAILS RXPFC PAINT, FIX, CLEAN (PFC) PLANS AND DETAILS R4 REFRIGERATION SUBMITTALS GAi FRONTAND REAR GROCERY PLAN GA2 NOT USED ELECTRICAL GAS NOT USED E1 LIGHTING PLAN GA4 NOT USED E1.1 ENLARGED LIGHTING PLANS GA5 RESPONSIBILITY SCHEDULES E1.2 LIGHTINGDETAILSANDSCHEDULES 0P1 FRONT STORAGE FLOOR PLANS E2 POWER PLAN E2.1 POWER DROP PLAN BUILDING CODE SUMMARY R, NE S VICINITY MAP GENERAL NOTES PRovosED usE RETAIL{E CODESELECTR - •[,ADIPPARTMESIT "I NKLEREO AS REQUIRED BY ENNSD. Su RE SPRNKLER CALC"T ON A To CAL CODE 2,11NATONAL OIL OIL.. NO CODE RTORSHAL ETC) DO AT P )O OBTAIN ALL STALLATIONRI .ECIAN CAL CODE ENERGYCCODEODE 2661 iNTERNATIN TENATiONALENERCYCONSERVATION MER OCCUPANCY -E CANTILE WHOLESALE OR RETAIL STORE (MAIN -SECT36s, -YELCAS CODE CODE ^' �...'FIREEXTNG1 .•,.t ' �,APPROVE ED ED FLTH NFD SHEDS FPA FINAL FIRE EXT AeRN EEDINiOm TONO NS SE7 STORAGE AREA MOTOR vEHICLE sTAnoN AND -SECT 3„z FINING AND STO BKROO Ms IS RED USE( A2 CASSEM BLYUSE REAKROOM AND FOOD TENANT -SECT 363.1 (ACCESSORY TO MAIN USE) -BUS NESS, NON FOOD TENANT(ACCESSORY TO MAIN -SECT 364., �• a.e qq "" g HAS CONTACTED THE AUTHORITY HAV NG -LAN DATA AB A TATE NAT ONALLY PUBL SHED CODES AND ST=DS A U SE) TYPE OFC CONSTRUCTION UNPROTECTED PER SECT 6625 AND TABLES D aUNP 66, AND 662 GENERAL BEDECTED ULD I R R THEBARSUMETORAGEHGENERAL MEIGHTIS ALLOWABLE AR EA UNLIMITED SECTION 5073 FIRE PROTECTION BU LD NG A EST PPED THE 0 IT AN ON ALLSDESBY60FEETN 'U' OFPE"ANENT OPEN SPACE UNIT. TEDAREACRTERA SAPPITCABILE SCOPE OF WORK ENTIYVESTBULE NSTALLIUBBE FIT OINGAS To THETWELVEAREA .ED ATELY _ACENT DOCK D GOES THE STOCK'o 01 W NG FIXED SINGLE AND DOUBLE DOW RACKS THE STACKING HEIGHT OF THE ROLLING RACK AREA WILL 5 PENSTALTALIFFEE EXTINGUISHERS EDATE1 PHARMACY PA FIXANDCLEAN PHOTOILAB EnNASNOALL T SENOTED CASES AND IEIODELAS NOTED ROOF E.0 INSTALUREPICE EXTERIOR SIGNS AS NOTED SITE PIN MODIFY AS NOTED INEGATT OCMRT)REPORT ON EON DOCU , ARCHITECTURAL STRUCTURAL FIRE PROTECTION REFRIGERATION ECHAN ICAIFNPLJ BING ELECTRICAL CIVIL BUILDING OFFICIAL CITY OF BLAB NEBRASKA 16TH STREET R NE 63663 E (462) 426 6697 =�HVOEFMAN FAA STR EET SUITE 200 PH A (3; 6) 2613 0230 HESTRUCTURAL RAL CONSULTANTS INC 123 NORTH MARTIN LUTHER KING JR BOULEVARD EOF ,7410345353 N. TERRELLINC RICKYNRRELL PE 1ED5 N 2ND STREET SUITE 5543 E # (AD ; 636x5664 1ED5 N 2ND STREET SUITE 52313 E «(AD ; 636x5664 6, 263-6286 EA� KB) 2 A, KB 6,268 , 6, 263-6286 GASSOCIATES INC HEJONESHELLY E A (686; 28,5, o� �y o E - D6 �a pua000�o 3t 3oasoH I ISSUE BLOCK I •L � ` 1 9 hOf NE MAY 191Gi1 IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). I, DAVID L. HOFFMAN, FAIA AM THE COORDINATING PROFESSIONAL ON THE WALMART #4568 BLAIR, NE MAJOR PROJECT. COVER SHEET FET. C 1 RESPONSIBILITY MATRIX THE PURPOSE OF THIS DOCUMENT IS TO PROVIDE AN EASY ACCESS TO SOME OF THE IMPORTANT INFORMATION NEEDED FOR THIS PROTECT THIS MATRIX IS NOT AN INCLUSIVE SCOPE OF WOR KAN F DOES NOT REPLACE THE REQUIREMENTS I DEN TI FIE DIN THE REST OF THE CON TRACT DOCUMENTS ITEM DESCRIPTION FETRNISHED INSTALLED BY COORDINATION TASK CONTACT PHONE B EMAIL LOCATION IN DOCUMENTS OWNER S INDEPENDENT EXTERIOR COATINGS INSPECTION OWNER OWNER TO N OTIFY OWNER 53RD PARTY INSPECTOR OF EXPECTED DATE OF EXTERIOR PAIN T COMPLETION GSIN GROUP (770) 515 9143, @FIAGSINGROUP CO. KELLY N. WALL ORDERREADYBOARD(ODUANDOUNTED ION TOP BRACKET FOR A� ERSIZED ITEMS MONITOR (OIM)UP OWNER ORTTT AND DRIVER IST/BLOCKING AT WALL, POLE BRACKET & MOUNT, OWNERS INSTALLER PROVIDES &INSTAL EN SOLUTIONS (5TDE�42249 RS@WRENSOLUTIONS COM APPIERAWNAGARYNED FURNISHED EQUIPMENT SHOWN ON THEMONI CK P ORDER RTEA DYBOAE (ORB) AND OVERSIZED TEMS MONOITOR OIM)ICCEKSNPOAWTEWRADLLOG G D TA CON TRACTOR TO PROVIDE DATA DROP GO INSTALL SUPPORT T 0 D DRIVER EN SOLUTIONS (ORB)ERS@WRENSOLUTION S CO. AT A5 GAi, BR1&ACT PANSI ON DOORS. NEWAUTO SLID NG OR PACKAGES, INCLUDING NEW PICKUP OR OWNER NER B GO ILT AND SHIPPED. DOOR P RODUCTION DOES N OT BEGIN GH OPEN N G U NTI LROUGH OPENINGSD NGS ARE COFORE DOORS NFIRMED. CAN BE STANLEYACCESS CHNOLOGIES RECORD USA STANLEY ACCESS TECHNOLOGIES FAR. N GTON CT (860)BOE 025] ICE C OID USA CONTACT PICKERS, VP OF DIRECT SALES e , 315 DEF SPECIFICATION 01600 FOR LONG LEAD TIMES PORTAT LEDGE DESIGN GO GO HJC DOES TAKE OFF FROM PLAINS SEND INSTRUCTIONS GO VERIFIES QUANTITIES ARE CORRECT HJC =00 45HC7C9N9C COMCTPDEMS OFF SPEC SECTION 0.00 D RECT ON FOR EXTERIOR VERTICAL WALL JOINT MATERIAL REPLACEMENT CUP NG DEPA NTSBLUE OWNER AOIC- ES LAST RELAINT WA55VEAR5 OR MORE FIEID MAINTENANCE ETIJOHNSON@—LMAETCOM 00 SEALANT POWER FOR FUTURE SELF SERVICE PROPANE EXCHANGE GO GO IF EXISTING 1 10V POWER IS NOT AVAILABLE ADD POWER AT EXISTING PROPANE STORAGE UNITS UERHINO 'IT No DANNY O (336)60&1535 DTHURMOND@BLUERHINO CO. (510) 539 45]5 SO AMANTHA BURCKHARD@/WERIGAS COM. E2 K=TTE FROM DEF C GERAT 0 N CONTRACTOR RESPONS B Ll TO GO RESPONSIBILITY OWNER GO GO COORDINATES REMOVAL AND REINSTALITION TIMES WITH PFC N. N. AT 1 FLOOD FINISH RESPONSIBILITY MATRIX H NEW X3RUB B OL"DR AN ENTRY SPEBESTA NGU PDTEOL INGREP OWNER BOLLARDS ON THE DRAWINGS WILL SHIPPED TO THE STORE FOR GC IN CUE CORPORATION CORPORATION. KA TIN THIBAU LT, (300) 300 KT ryJEULT@MCCUECOM T AT A5 GCi, ACT SYSTEM NEE I09 NRESTIMUM 23 W EEKS FROM TIME OF ORDER TO BELIVTILE GROUT &SETTING MATERIALS & ERY FACTORS THAT AFFECT=SlW'UTM O'CFCT P 0 PROCESS NG T ME IT EA ONTETGOTVTOR(N B) ES (]-10 ROTUNEIST (VARIES) MIN P T DELIVERY (ADDS COST)) LTL LOADSTRUCKLOAD LET CK E LED E EQU IRE 45 D NOTICE (IF AVAILABLE) NORMAL TRANSIT (14D) C _ H'00 45"JCINCCOM)TEEMs PDF RUBBER FLOOD PFC PFC RENE CALF FOO TE ACTOR C E C E VES AND STOP TOO N I N. N. A5 BULLETIN BOARDS N. N. G C TO PAT(OVE E PAI C F N A HE SAND PANTAS N=00. AREA AS SHOWN ON DRAWINGS N. N. Dl I ISSUE BLOCK I IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). NAY 19 2021 ESPONSIBILI MATRIX EET C2 RESTROOM DOOR SYMBOLS SIGNS & IDENTIFICATION SYMBOLSLEGEND o; A GTE TDR INDICATOR TO TIE LEM AREA Is ACE E POINTING SALES IN ADDITION TO THE ROOM FINISH SCHEDULE AKEYNOTEOIBLOCK OTE ROOM NAME 9 ENTIRE ROOM TAGAPPLY TO THE COLOR INDICATOR 2 AG SECTION INDICATOR ETE' 01 L ELEVATION N D ICATOR -RING SALES o ROOM NAME AND NUMBER 3 MIN.TO2 MAx E6 F— PARTITION TYPE INDICATOR CORRESPONDINGioi DOOR INDICATOR CONTRACTED N TR (GRADE 2) z7 BRAILLE — COLUMN LINE INDICATOR FF E �ooEoL HEIGHT ELEVATION INDICATOR +� \0 PLAN ELEVATION INDICATOR 'G I� ENLARGED DETAILINDICATOR 1 //1 / DETAILINDICATOR TACTILE EXIT SIGN 1 ATA CT LE A ON STA TNG E XTITo oPEAT 11 1 SHALL BE PIOA DED ADJACEN ACHD To AN EXIT PASSAGEwAYAND THEAND COMPLY NG "I EXIT DISCHARGE. REF FLOOR PLANS FOR T I SITE VERIFICATION REQUIREMENTS: PREFERRED SOLUTION T A GNS CONTAIN NG i i TACTILECHARACTERS SHALLBE LOCATED SO THAT THERE IS FLOORAN 1EXTI3 CLEAR TACTILE CHARACTERAD EA CENTERED ON S" ALTERNATE SOLUTIONS 4L7�L L ALTERNAION'HERETHERETHE'EU Y IN EAR WALL R�GHTHANDSIDEFA DO THE GH THE A OFAN D NG OF OPENFERRED) SIDE OF DOUBLE DOORS BETWEEN THE CLOSED POS T ON A GNA SHALL BE ON THE AND �' DEGREE OPEN POS T ON NEAREST ADJACENT WALL 1'1� LL 1 -\/F� ABANKOFDOODS RE (i)=GED SIGN BETWEEN JAMES IF C=OOIAEIEA MOUNT cE (i) SIGNGA FORCASE OR OWNER PR OV DED END EIGHT SIDE OF BANK OF DOORS PANEL FOR HALF GONDOLAS AND WALL STANDARD F XTURES J 12 MIN'4 L 111111 ��— E WH FEE WALL STAN DAIDS F AT EGRESS Do N IT CLEAR FLOOD AREA MOUNT N A PLE WA L A PA E FOR ENSURE DOOR LA A To DO OR EN SHE E D 00' LA A D OES NOT HAVE A NOT HAVE A HOLD OPEN DEVICE HOLD OPEN DEVICE L ALTERNATE LOCALIDN PREFERRED WALLEIG THANDNT oIGHTHANoIDE, OF OPENING PREFER ED) DR) D3ATIDNSTITACT LE PAGE CANNOT C SLIDING DOOR PANELWIDTH TO MATCH FPTlH � o' w r� EL VATION PIN IT WHERE WAR DETHEREQU RED CLEAR FLOODAREA 'EHOUSE RACKS SHE /8 AB PLYWOODPANELEKTH L ADJACENT TO THE DOOR PROVIDE3 gsEDA'E To BE A 'ED PROPERLY To ENSURE THE BOLT END Do ES N OTP OT UDE BEYOND THE TOP OF LOCKNUT AND PANEL A SE CUP E INGROCERYSERVICE AND PREPARATION AREAS PAINT PLYWOOD P33 UNO EDGE A ANDA T TACIT To THE E GENERAL CONSTRUCTION REQUIREMENTS: DEMOLITION REQUIREMENTS: I SIGNAGE LEGEND I LSIGN REF�3FFGN 1 REQU RED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITYAT THE FOLLOW NG LOCAL ON A A ACCESSIBLE ENTRANCES WH FEE NOT ALL ENTRANCES ARE ACCESS BLE B ACCESS BLE 'ooMS WHERE BULL PLE A NGLE USED TO LETS ARE CLUSTERED AT A SINGLE LOCATION * ACCESS�BLE CHECK OUT A SLES WHERE NOT ALLA SLES ARE ACCESS FILE THE SIGN WHERE DED SHALL BE ABOVE THE CHECK OUT AISLE IN THE SAME LOCATION AS THE CHECK OUT A SLE NUMBE D o D TYPE oF=K ou T DENT F CAT ON A AT EACH SEPARATE SEX TOILET INDICATING THE LOCATION OF THE NEAREST UNISEX TOILET ES (,SSo MM) MINIMUM ADOVE THE FINISH FLOOR OR GROUND SURFACE, (,sSSMM)MAXIMUMADDVETHEFINISH A ON A PROVIDED AT D oU FILE D GOES W TH ONE A C VE LEAF THE N A L THE NA ERE A BE o ES (ass MM) MINSMUM By Ne NCON SCo TA NIHES (ass NG TA MM)CMINI�MUM ER5 ACCESSIBLE SIGNAGE SHALL USE GRADE 2 BRAILLE AND MUST COMPLY WITH GO AT 171 SECTION 703 4 OR ADA SECTION 703 3 ABBREVIATION LEGEND I DEFINITION LEGEND I %p L� Z' ° O LLOO M a=Z Jmw mtt o m`o uLJ m I ISSUE BLOCK I IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). MAY 19 2021 GENERAL INFORMATION EET N 1 BID ALLOWANCE SCHEDULE THE QU ANTI TIES PROVIDED BELOW ARE FOR PRELIMINARY ESTIMATINOCEIRD ING PURPOSES ON ITEM DESCRIPTION QTY —ITI.—NOTES SHEET REFERENCE ART CORRALS 9 CORRALS SP1 UST WALL 180 LF REFRIGERATED CASES AT ONDOI SHELVES 1 SHELF AT ASH WRAPS E AT HE INSULATION 24 LF GAl TRAP HE D EQU I PM EN T 10 AT ALL Fl N I SIT 100 -S FLOOD ICU STOM ER VIS I BLE CLT HOLE S/ SPALLS TO REPAI R .9BF AYPAA)AFE A'1 500 LF SALES FLOOD AND CUSTOMER AREAS AT 1DINTREPILACEMENTEILING REF SAl CEILING SCHEDULE CEILING SCHEDULE SC CEILING TILE BID ALLOWANCES C El IT N G TI LE RE PICE. EN T AREAS QU AN TI TY OF TI LES 171 TRAI N I N G 183 MAN AGE ME N T OFFI CE 192 MAN AGER REPLACE 2 TILES PER OFFICE 6 OFF CE 105 COURTESY DESK 106 RETURNS STORAGE E NON SALES AREA BREALROOM 24 PHARMACY FULL TILE REPLACEMENT 35 ALLOTHER ROOMS ETD(UNO) CEILING CLEANING ALL CEILING TYPES REFERENCE SPEC 01740 o� d4 Y rc o a4k z Aa Poo. g oom�wm Go H�G -�¢ 0 D 0 O z o� VV _NJo 6 u Q=Z n Jho 0 m � ISSUE BLOCK n IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). SCHEDULES AND ALLOWANCES EETSA1 SITE SHEET NOTES PRosIIITNESI�ESICN1WITHINCEOSE KEYNOTES 2.23 OPECAST CA, To BE COVERAGE PIPE 1%'SIED METAL COPING SYSTEM REF 11 SP2 .o Fil Olu REMOVE EX ST NG PRECAST CAP AT SCREEN CA p TO BE RE PLACE F PX T, F��SL COVE `F AGE GolpE RCHI TECTURAE FINISH FLOOR -11111 NOTE FINISH FLOOR ELEVATION AT ALL EX T:IN OR l0o0THSE 11111 ECTION 11 .. F OR BETA ITS AN TOR STOP CONTROLS AN' A o E.1 PMENT REV oPL7FRo BE SUBMITTEDRACEOFMATVAL IN OANCE wIOH SPEC��. SECT ON o133o 8 . I 1 RE AUTOMATED ---- ----- PROPANE MEPFOR — PATH TO REMAIN E PDwER MEP FOR_ REPLACE DAMAGED ANDIOR INSTALL FREG—ELONTFLLFC SITE PLAN N EW OWN ED ED CARL CO -AL G SETUP DEF ESH ET SAI FOR BID NORTH EX ST NG OGP STALLS To DEMA N O 0 I ISSUE BLOCK I IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNEDAND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). MAY 19 7021 SITE PLAN EETSP1 lElAlL OAK REMOVE El IHNI IN F SMOOTH To LOW NAANDANC' LER TO K COM BACKER ROI OPING CAP WALL COLOR DEF SPECIFICATIONS ' CONT ETATCLEAT BOTH A 'ES E. OPEN FOR F ELK CD PING #12 TEL SCREW@, 6 OC, BOTH SIDES SELF - ACT REATEDE2X WOOD NAILER 3/e WEDGE ANCHOE@24 OC D GROUTED BEAM DEF STRUC �Ll— WALL AND BOND BEA REINFORCEMENT OM TTED FOR CLARITY REF STRUC SE] TREATED 2X WOOD NAILER 311 WEDGE ANCHOR@24 OC E�LSHVNEG�BFYJ D BEA. GROUT @SCREEN WALL CAP NEW CONCRETE - L DOWELAT 113 OC DD 1`2 DAX' SMOOTH T CL' J2� EX SoTNNSGoSUDBAGDADE 11 OC DILLAND SPECS GREASE END N ADHESIVE GREASE END N NEW fi4 AT , 2 OC TVP 3 ACT ES VE AN CHoR REF EC L TE STAN (oM TAT PAV NG v EX TNG PAVNcs L ASPHALT?SECTION B M 11111- OAK LIE FLAT ALLOW LO NIVIOIICR TOVAM FAf:KFR Do SCREENWALL CAP 5.01 FRo COLFECT NG AND CONCRETE FROM ENTERING 6.56 SLEEVE. REF SPECS PLAC FLY A HER DIAMETER PIPE SLEEVE 6 DIAMETER STEEL PIPE BOLLARD OMIT CONCRETE FILL DIAMETER PIPE 5 LEEVE E FEEVE ARE IT SEAL GAP AT BASE OF OF SIDEWALK HAVING SLOPE So HER UE LE ED A TEE P HE SLEEVE VNIFY HE GHT OF FACE OF CURB CUT BASE AS EE.0 RED TO BE CURBFLUSH WITH TOP EDGED ALL FACE FINISHED SECTION EXISTINGCONCRETECONCRETE _ HO TO ST EE Top E ASLEEVE NTS NGDO E DIAMETER SCHEDULE 80 CUR ORS RY d F AH WN SURFACE S OEWALK F N SHED STEEL PIPE SLEEVE FLU H Co EST A DB6BASE IN REVEAL . ADHESIVE] OHES VE THREE SOF M 'A SSETIP T DB6 BASE MATCHES ADJACENT BOLLARD SLEEVES VESTIBULE CART CURBl 1,REMOVABLE BOLLARD W BOLLARDS TVP OF 12, EXTENTS OF NEW DETECTABLE ATTEEX ST�NG WAs FROM°CONCR G ERNCE NEWST7No oON WIT=GOOF'N EW IT7 BOLLARDS N TH wMCM. NOTE WHEN NEW FITWORK IS 11 BE No NSTALLED NEXT To -s CRETE oo NIr HTsTO BOL ROW4 SW �FLATWORK JOINT FEWBOL RDSrvPOF 1,7 � NOTE EXTENTS OF NEW DETECT—ABLEW--N TTG —OR --] PATTERNED EX SANG E. TyoW TR LFn( os ToLOCATIONS FROM CIVIL DRAWINGS ORDINATE WITH WMCM. NOTE WHEN NEW FITWOIK IS P'oV BE CONTRACT ON -NTS FNOTE —NEW BOLLARDS H—EGHT-1 X ST NTF oTwoR -sREF4 CRETE JOINTS OF EDS To Ao �GCENTRY PLAN PLAN To REMAIN GC ENTRY PLAN — DEMO PLAN — DEMO �1=,=,-B aV W M Y rc 6 oGp o nLLdoms a4k z 3� Narc° 'a 5 tom °g G`°i, MESH I ISSUE BLOCK I IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). MAY 15 2021 SITE DETAILS EET S P2 PA NT OR P SIT TTo. To WALLCOLOR DEF SPECIFICATION A CONT FLAT CLEAT BOTH SIDES #12 TEK SCREW @16 OC BOTH SIDES 111L IT TEMPERATURE SELL E MEMBRANE TREATED 2X WOOD NAILER 311 WEDGE ANCHOR@24 OC E�LSHVNEG�BFYJ D BEA. GROUT SCREENWALL CAP 5.01 FRo COLFECT NG AND CONCRETE FROM ENTERING 6.56 SLEEVE. REF SPECS PLAC FLY A HER DIAMETER PIPE SLEEVE 6 DIAMETER STEEL PIPE BOLLARD OMIT CONCRETE FILL DIAMETER PIPE 5 LEEVE E FEEVE ARE IT SEAL GAP AT BASE OF OF SIDEWALK HAVING SLOPE So HER UE LE ED A TEE P HE SLEEVE VNIFY HE GHT OF FACE OF CURB CUT BASE AS EE.0 RED TO BE CURBFLUSH WITH TOP EDGED ALL FACE FINISHED SECTION EXISTINGCONCRETECONCRETE _ HO TO ST EE Top E ASLEEVE NTS NGDO E DIAMETER SCHEDULE 80 CUR ORS RY d F AH WN SURFACE S OEWALK F N SHED STEEL PIPE SLEEVE FLU H Co EST A DB6BASE IN REVEAL . ADHESIVE] OHES VE THREE SOF M 'A SSETIP T DB6 BASE MATCHES ADJACENT BOLLARD SLEEVES VESTIBULE CART CURBl 1,REMOVABLE BOLLARD W BOLLARDS TVP OF 12, EXTENTS OF NEW DETECTABLE ATTEEX ST�NG WAs FROM°CONCR G ERNCE NEWST7No oON WIT=GOOF'N EW IT7 BOLLARDS N TH wMCM. NOTE WHEN NEW FITWORK IS 11 BE No NSTALLED NEXT To -s CRETE oo NIr HTsTO BOL ROW4 SW �FLATWORK JOINT FEWBOL RDSrvPOF 1,7 � NOTE EXTENTS OF NEW DETECT—ABLEW--N TTG —OR --] PATTERNED EX SANG E. TyoW TR LFn( os ToLOCATIONS FROM CIVIL DRAWINGS ORDINATE WITH WMCM. NOTE WHEN NEW FITWOIK IS P'oV BE CONTRACT ON -NTS FNOTE —NEW BOLLARDS H—EGHT-1 X ST NTF oTwoR -sREF4 CRETE JOINTS OF EDS To Ao �GCENTRY PLAN PLAN To REMAIN GC ENTRY PLAN — DEMO PLAN — DEMO �1=,=,-B aV W M Y rc 6 oGp o nLLdoms a4k z 3� Narc° 'a 5 tom °g G`°i, MESH I ISSUE BLOCK I IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). MAY 15 2021 SITE DETAILS EET S P2 DUST DRAPE To BE 6 ' L CLEAR HOLY SHEET NG OVERLAPPED AT TO NTS A INI.UJ ATTAC IT SHEET NG=CYLING TO TOP OF BARRIER AS SHOWN FOR A RUSTPROOF MpoSS BL G ED NG INSTALLED WITH SHEETING ATTACHED AROUND IT TO PROHIBIT DUST PENETRATION TEMPORARY BARRIER/DUST DRAPE A LLTPLATE 3 SECURITY ENCLOSURE 6 . L HOLY CLEAR SHEET NG FROM FLOOD TO POOL DECK US ND TAPED AT ALL F=NS2TXRSoG`P`6GMIL JOINTS sEALvo oe oECK AEE BETWEENAowsANDATTACH vTOP OE PLYWOOD 2X BLOCKING BETWEEN STUDS PLYWOOD WALLCoVE C NG AND ATTACH PLYWOOD TO STUDS ANDBLOC 12 OC MAX TYPDs@24^Oc: WMETAL ALLS Up0 4" FRP ON 112 C111 PLYWOOD AD WA aGAENEDTHAN14 ST'L HOR�EOSHEETSNTALTo /QED E@gE.oErALSTUD TEMPORARY FRP CLAD TRENCH BARRIER/DUST DRAPE ANCHOR AT 24 OC AEOCT- NATERWISPECIFICATION ON '15 2 DUST WALL SECTION #3.8 DOWELS AREA To DE REMOVED 1111D ACRETE M X _ CONCREEXTEND SAW IT PAST I D � SP D TH CO MD OVERLAY(BYYEPC)) LY PRIMER EPDXY AGGREGATE BASE DowELNGTo CONDUIT CONDUTANDSANDCUSHON BEA MAXMUM ON LY APPLY WH EN NELLNG ET CONCRETE ERM NED PER FELD CONTRACTOR NOTES PARALLEL EXISTING CON TIC—CONSTRUCTION JOINTS. SAW CU TS AT AN ANGLE To oUTTENES, N STALL s. WADE ROS N PAPER EACH 0STBE E0 A E PROPOSED EDGE CUTE N MOROE"a E' REDUCE SCARRw G OF SLAB THAT 3 NO OVEDCUTTINSGTOS=NE ALLOWED AT EDGES OR CORNERS OF TR ENCH AREA To BE REMOVED PO'T ONS OF SLAB WHERE OVEICUTS OCCUR SHALL E REMOVED AND REPLACED AT THE CONTRACTOR A EXPENSE WITH NO EXTENS ON OF THE CONSTRUCT ON SCHEDULE I PERFORM CUTT NG OF EX ST NG CON C' ETE A IN A INA CCO IDANCE W TH THE DETAILS AND SPEC CAT ONS US NG SAWS ANDSOR CODE DRILLS ALL SLAB CUTT NG A HALL BE p E C FO EM E D AT N GHTAFTER THE BU LD NG IT 2 CLOSED Fo D USE REMOVAL METHODS THAT W LL NOT CRAC A U ND E OR STRUCTURALLY DISTURB ADJACENT SIBS OR PARTITIONS SLAB TRENCHING DETAIL U31-,_0 DEMOLITION PLAN 3164 -1 1 0 HOWNDASHED dR WALLS AS 'EU 'ED To MATCH REREFR=DCASES DEF 1 CAL WITH WMCM FOR NEW LOCAL ON PATCH AND IF 'U ' ED To MATCH ACT ACEN T wmcm PRO TE CTo N SIT OWN DA TO D OOD AS lElU DIED O MATCH ACT ACENT CooED�NATEWITH WMCM RELOCATION REMOVAL AND/OE SET UP OF NEW RA CKING SYSTEM SHALL BE BY OWNE ' GC= BE RESPONSIBLE FOR ANCHORING OF ALL THE RNREFER ENEE RAOK NE °TERRR'ERANY DOCUMENTS) GCSHALLALSO BE IESPONS FILE FOR ALL MECHANICAL ELECT, CAL PLUMB NG ANDIOIF IOTECT ON WORK AND AT PATCHING CONCRETE —INCLUDING GE DR BOL N"NrE"aoENoAFREToRAo�oNN CON REQUIRED TO COMPLETE THE RELOCATION IF MOVAUp' GH TS R PLANN NG e FROM FLOOD TO POOL DECK OVERLAPPED ATjo NTS A JOINTS SEAFVOIDSATDECK AND F GH TS WALL LOCAL ON R" AROUND GRID --OGJ 2X BLOCKING BETWEEN STUDS PROVIDE 2X BLOCK NG BEH ND EACH TOR IONTALJO NT N THE PLYWOOD WALL COVE' NG AND ATTACH STUDS AND Po REP ON 1/2 C/D PLYWOOD SIT EET N G FROM FLOOD TO BOTTOM OF FIN SIT CEILING NSTALL FULL SHEETS LONG DIMENSION TORIGONTAL STUD TRACK ANCHOR AT4s oA EXISTING POOL DECK STUD TRACK ATTACHED TO BOTTOM OFDECKAT43 OC WALL TO BE REMOVED EXISTING FINISH CEILING LII @R WOE "oWSANDATTACH 4-D ALLOTHERLOCATIONS DEMI IETALSTUDS@24 OC WALLS Up 0 4" WAL A IT GH ED THAN 14 D x,SGA NEEuo I K 3 513 METAL BRACE @ 16 GO CONI T' ACTo'S ON FOR ATTGOTACHMMENT i TEMPORARY FRP CLAD BARRIER/DUST DRAPE ,4-,D 1J LI LIIl1�1U1 = m _FITI L I I I 1 11 J REMOVE oR ADS T CNA WITH INF OEM N I @'3 �y �< pupoo�o 0 3V ya<so��op I ISSUE BLOCK I IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). DEMOLITION PLAN EET D 1 El RED VING-GM L CAGE \ 10111 ROOM MOUNLED ATOF DD EFINISH FTooR BENCH 30.48 CLEAR FLOORSPACE SPOT EP FA C E PC EPA SDR RNAROUNDU To To — — IT ACCEIIIILE NO NO ROOM FITTING ROOM PLAN 3 A2 I� I Iw I Iw OILI irc p � I move I o I FR -1 I FQ � , o noRizoNTA�v ORIENTED DiciTA� WALL BOTTOM OF CENTERED ON 10 CONFIR. FINAL ION _ LECTRONICS DESKMANAGER. a- f -12 0 0 LT o a— I I I I I I I I � I �J I I I I I I I I I I EMBEDS WITHIN 2 5 OF STANDARD MATCH NEW WALL PA NT ter' FPA—NT LIT C—AL—LI.—OUN TED] NOTE WALIAITTO BE SHELVES FOR GC TO MANAGERSTORE TER OD FICAT ON BI ARBDALLOWANCEOF EGONDOLA SHELVES m42 1 SALES I I I I � — I I I wASSFw WALFFINISH �AEw,4'-'-oo"" REFAs eELO a ? ? 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MAY 19 2921 FLOOR FINISH PLAN EETA1.1 ICC FLOOR FINISH ENHANCEMENT PLAN o� �y �< pLLa000�° <sp 5 oom�wmco��Goo< I ISSUE BLOCK I IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). NAY 19 2021 ICC FLOOR FINISH NHANCEMEN PLAN SEA1.1.2 Bo r (� �® NORTH PYLON SIGN: ETR DISCLOSURES S3W LEL' AASOWEDSRNACESF UPHROiNRIAPIEWAL FACE ORATOTALOF500SFWPE VARIANCECOROCESS NG, PICKUP PYLON SIGN LAWN & GARDEN CENTER O �REMwEPORnoN ENLARGED TRESPA DEMOLITION j/ INI/o 1'a AE ENLARGED ELEVATION ,S =, -o I;-T'O PANPAE STANDINGMETALROOF KEYNOTES oa M T.O6 WAGE EXTERIORINSULATION AND FINISH SYSTEM COLOR LEGEND SHEET NOTES O GRAY 1 PATCH AND REPAIR EXTERIOR WALL SURFACES ODARK GRAY EXP oSED DUE TO REMOVAL OF MOUNTEDDAMAGED OR MS, TO CECIL E OUIRED. P,sU W UE(URETHANE -LIKED E. 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I EQ 'E"'VE EX ST N G PRECAST CAP AT SCREEN WALL LOCATION A N CLUDING GARDEN CEN LED C P LASTERS COMPACTOR WALL A DES PRECAST CAP To BE REP LA C rL WITH FULL COVERAGE PRE FINISNHDEDE.FETAGLEC'OATP�oNNG ENALF.SUREF DETAILS ON SP2 SITE DETAILSED A E IP1 35E WAS 4LEFTELEVATION I pvmw oneF Pickup REAR ELEVATION _TC D 4PE, EXISTING RETRACTABLE SIDEWAILL DOOR PANELTORE.AIN TO PANEL I I I I� Grocery &Pharma¢"; —�■ `r PEG �J �/ -, ---- NE HATCHEDAREA INDICATES CAT �DN TR�MT(DONOTPAINTTYP) EP1 35E FEEL v O O ARIGHT ELEVATION F TYR EA FACE SIT OWN DA IT D CFAR�� PLANTER 126 1 TO PANEL 8 TOI rill Li I I Too I REMASTINGIN N N EW SIGN FLAGPOLE REF5A21 FRONT ELEVATION o� �a �wM �a �o ppaoo 0 3V yo<so��op 0 0 z�� o UU moo 0 �o 0 o m O ISSUE BLOCK IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). 1�MIN�✓• 5UT � glFOf NE�� MAY 19 2021 EXTERIOR ELEVATIONS A2 EX ST SEALANT A E ME EIAN NOTE IF P-001 IS NOT SUPPLY ENCLOSURE TES DATE AN F C E CE EXI EXTERIOR PLYWOOD SHEATH DEMOTE POWER SUPPLY ENCLOSURE DRA Al EXISTINC SIGN ATTACHMENT AT INSULATED PRECAST PANEL ABOVE ROOF LINE DPIST C MOUNT FOR ALLTHREAD STUD TYP BYWALMARTNS TALL 1" D A ALL T IT DEADN STA L, =N Typ �__] TO WALL ATTACH SENT TYP CHANN EL LETTER By ADH ES IF SEAIN T A TO BE P D oDUCT LN "o By LOU D NA LS OR SIMILAR MEET NG AS TM D AX , EAND C.. 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EXTERIOR DETAILS AND SIGNAGE EETA2.1 CsGi�RF� 1400 EXISTING REFRIGERATED CASE 4 SECTION AT COOLER WALL CHECK—IN INSTORE MOUNTED KIOSK AND ORDER READY BOARD (ORB) WALL BLOCKING ELEVATION U , -,_o AT SALES NcoATo EDGE WALLANWLL STANDARD TA DARDo STR RETP BAFORCLAD WALL NG STANDARDS OR PAINT AS INDICATEDEAC KS CONTINUE PAINT NDICATED EXCEPT AT ALL PERIMETER WALL AS NOTED ABOVE STANDARDS GONDOLAS v HA,"T�TON (rvPAT ll rr _LIUAsT UPRIGHTHALF GONDOLAS E To INDICATEDOPEN TO WAINSCOT AS BEYOND ON Ex POSED WALLS - WHEREWA NSCOT SNOT TooeE NSTALLED, NTINUE PAINT TO FINISH (DSALES WALL FINISHES @ PERIMETER HALF—GONDOLAS EXISTING CEILING PATCH AND PEG= WALLS AS CECIL ED RETURNS SECTION ,4 i PAINT GIRDED OR To ST DIRECTLY A—CENT TO WALL TO MATCH COLOR OF WALLAS NDCATED WALLAS INDICATED PAINT C.0 FROM FIENCSKHAFLOOD TO SCHEDULED FLOOD F N SIT AS SCHEDULED o EXISTING EXT CMU WALL 2 SECTION _______. FPANT6 BEH ND I EX STING DEEP GcnsE RATED j SECTION AT CASE BU LDING WALL 1 X114 PLYWOOD FURDING SPA NG A AT MERCHANDISE PIN PEG BOARD SHELF STANDARD MOUNTED ON FURD NG STR PS PS AL E LE VAT OR BOLT N PC EDI FLED HOLE FROM BACK FASTENER Mo IdY ELEVATOR BOLT o P' EDRILLED HOLE I FROM BACK OF 1 X314 PLYWOOD LURE NG STR PS WALL SPACE AT 14 OC MERCH ANDRE PAN STANDARDALL NSERT 5'16 X1 `�T W1 a VERTICALLY PEG BOARD BETWE STANDARDS McROHANDeEPLAL FORRNGSTRPS ADHESIVE APPLIED TO POWDER ACTUATED FASTENED SPACED EV EN Ly A PPLY EV E1Y SE CoND BLOCK AT T7 CENTERLINE OF BLOCK BASE DECK (FIXTURE) BASEDECK )FATURE) GYP ED WALL C.0 WALL WALL STANDARD MOUNTING 1 )p.-y_o. o� �y ppLLa', <s o eop 5 oom�wmco��G�o< %p C=) z ° ED M Q=z Jho 0 m � m I ISSUE BLOCK I SECTIONS AND DETAILS EET A3 IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). �CNI L I aFNE�'^ MAY 19 1021 SECTIONS AND DETAILS EET A3 I Lll POOL GENETICAL— CIRI l..R AND CIT.11RE PITATES ARE ... ISIE ' 11 OWNER AN STAILE1 11 IF ` EIA' "'T PACT— T I E TRADE C.NTR AG T.RS PG T, T, E I HE AND C.PD, T C ENTERUNES I ABOVE TIE TOP OF THE ROOF CURB WITH A MINIMUM OF 1 BE I ER PAT A THE ERA CON PAC T BETWEEN T HE CLoSUP E PLATES AND H GOP AN F CU EB AND W HERE THE CLOSURE PITES OVERLAP DEF SEALANT SPECIFICATION /— STALOPEPE H11COPER FT WjHooDAT I HE 12 CLEAR PENETRATIONS -f 2PIECEGALVANIZED METALVERTLN INSULATED REFRIGERATION _ oN'1S, xcnv To UP STRUT UP STRUT ToBETWEEN I PE/CONDUIT AND ATE), FA STEP To POOR AND CURB WITH SHEET BE ATTACHED TO D _ ME *12' 2 SS SCREWS DIDEAND D oCTop ODDDOTTOM WITH NEOPRENEISS BONDEDWASHERATI3 OC TO REFRIGERATION EST HI IPMENT DEF AN D REFRIGERATION DRAW FASTENED TEFAN ORDIZEOFPIPES ONTwooUD FUDDYADHEREDF DHwG TADD CONTEDGEDEA�ANT MEMDRANE EATENDUP DIDEDAND FREOUIREDDYMER oUERTOPOFCURD PENETRATIONS — PERIMETER TYP POOL MEMBRANE u��ai MANUFACTUREDCURD To BATT Top CH OCR OF To ST W TH TYP BOTH V- IIIAL AND CONDUIT ENDS � oPIND N TON BOARDLOCAL ON W/ o BE A� REFRIGERAT ON LINES AND DRAW NGS FOR CLA. INDUEATION12 BOARD CONDUIT TIONDNEDAND MATCH AND INSULATION BOA C D PIN VIEW ADIACENT STRUCTURE REFRIGERATION LINE ROOF PENETRATION , -o 3/4 PLYWOOD ON I IWOOD OVER .1 FELT ET METAL SCREWS N(YYP; RECTYN APAR,NG CURB COVER DETAIL ECHAN CAL 000000DRAWIN0 oECHANGCAL DRAWINGD T METAL DRAW eANDP DHIEADA lUARo UND �MEMBRANE FISHING ERROOFING mOSR ISTRUC ome�o m PICAL� FLUE PENETRATIONS MEF LUCH F RISZE FILLPOOL INSULATION GISSFIBERINSUITION oID W,UPLACED AND FLUE PENETRATION DEF PIN CLEAR INSIDE OPENING INSTALTUPPER PLATE TO OVERLAP OVERLAP GLALELFO OVERLAP IOEOEFFSYSC�Fl AND ST NG 1J Li NEO P'E— GASILET TOP OF CURB CONT EDGE SEALANT BY SEE POOL MEMBRANE PROOF TOP UNIT U1 „2-,D ROOF PENETRATION NOTE Fo"ooF PENETRATIONS WAu<WAY PADS A RETD WHER PRL TRIM WAutWAV PEPA4 FROM FN—OTE—DO LOOT—N—STALL-1 ACCESS SIDE OF UNIT OCATION EFROM (TYP RCU PRO DECIGLETATALLMECHANCAL PN A DFALL POOL NG NSUIT DE POS T VE DRAINAGE AROUND UNITS 6 PAD LAYOUT '-i I ROOF PLAN o,3 �y H. �< pLLa000�° <sp 5 oom�wmco��G�o< I ISSUE BLOCK I IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). sor SOF NE�� 1 mhy 192921 ROOF PLAN AND DETAILS EET A4 ��- t - - i - ---- - - I ROOF PLAN o,3 �y H. �< pLLa000�° <sp 5 oom�wmco��G�o< I ISSUE BLOCK I IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). sor SOF NE�� 1 mhy 192921 ROOF PLAN AND DETAILS EET A4 ® a --------- -- - �„ - 1 sat� I® DL ® E� ® —M>F® I ROOF PLAN o,3 �y H. �< pLLa000�° <sp 5 oom�wmco��G�o< I ISSUE BLOCK I IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). sor SOF NE�� 1 mhy 192921 ROOF PLAN AND DETAILS EET A4 �PINTERIO ELEVATION U,H -,_B REF SPEC FOR ATTACHMENT OF EXISTING STUD FRAMING To FIAT PATCH AND IEIA I TO MATCH ADJACENT CLEAT INCLUDED WITH LEDGE SISTE M Go F U EN A HER AND LEDGE SYSTEM NSTALLED REF SPECS FOR CUTT No FORSTUD AND S (22a,BTEA N STRUC TON SCREWS AT EACH STUD FOR MASONRY o BD EDGEWITH 1 M EDMENRY AT 16 OC COURTESY DESK PA NT TO MATCH SALES SIDE WALL COLOR LEDGE A FLUSH W TH OPEN NG SALES TENANT WALL SECTION BIDEWALLCDLDR O 183 MANAGEMENT OFFICE 101 VES BULE. 104 CART STORAGE INALLS INA LOS ETD GYP BID PAINT P131 TO 10 0 ALL AND P209 FROM 10 0 ALL TO CEILING OR EXPOSED STRUCTURE UNO INSTALL FL OR PS' WA NSCoT AND PER BASE UNo EXPOSED ST LAY IN DEF SHEET SA1 FOR CEILING SCHEDULE PRECAST PA NT P209 WA NSCOT TO R 0 ALL P131 FROM 4 0 TO 10 0 ALL AND P209 FROM 10 0 ALL TO CEILING OR EXPOSED STRUCTURE UNo PA NT COLUMNS TO MATCH ADJACENT WALLS CARL STORAGE WALLS P209 WAINSCOT TO 4 0 ALL AND P131 ABOVE FL OR REFSHEETA1 1 FLOOD FINISH PIN FOR ADDITIONAL CEILING (XjPTH wjoOSTU A 2 OF aLOCCNG AND Da2 STV BRACKET BLOCKING PLAN TO MATCH ADJACENT REF SPEC FOR ATTACHMENT OF LEDGE EXISTING STUD FRAMING ------- TO CLEAT C EAT INCLUDED WITH EX ST NG GYPSUM BOARD OR STUD SALLH STAEo D S SR(Y ,/S D SCREW SPEC " TA A AT 16 OC LBO LEDGE PAINT TO MATCH SALES SIDE WALL FOR FOR A COND ONS WHERE LEDGE IS FLUSH WITH OPEN NG PA NT TO MATCH NON SALES A RE WALL COLOR PHARMACY PHARMINSTALL NEW ORDER ACY LEDGE SECTIONDY AND=PC ECA 6 „2-,B T' --' SII ANDDATAOATLET N r ro—, Ji RD AND PAINT 10 10 �2 STUD STV BRACKETBLOCKING J 112-,D Q SHEET NOTES o m 1 DEF Al FOR EDULEFINISHKEYANDGENEIAL C 2 OCTAAS 1D ON 2-A, AN D WALLSGYPBOARD 6 LEH N REFRIGERATEDCASES ESPANDSIDESOF KEYNOT DF L w 6.27 41 IT GH WA N— CORN > J a4k z A g oomw m Gm�G'o¢ B D10 0 Al PER0 ADA � 2\ T Ag 3 11 NETIR' o` BOTTOM O ❑ _ (2) TORIZONTALLY ORIENTED OWNER FUAND TOM RNISH Ae AND MOUNT OWNER SUPPLIED BRACKET COURTESY DESK FLOOR PLAN 1-, B O Q C=) 0 z uV �Oo 0 Qmtt N O m o ISSUE BLOCK ---------------------------------------------------------- I I I I 3 � ,13. ' ,s IT R , PA NT STRUCTURAL RE A3 P 2 Ell ISIr rn rLI farm r1,Bl�. m m m m FRONT TENANT WALL FLOOR PLAN ,H -, D IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). su/ f \ 91E0F NE�Y MAY 19 2021 %F DNLS MERCHANDISE PLAIN DEF SHEET NOTES I I ELECTRICAL i Y°) IS N°R. RE LED To SHEETAL� I TION OF EXISTING 'ELoCATEE oPsoEw1 FOR NSTALLACHANDISE NOT SHOWN Alloa°GINFFORMATION CICITY NSTALLAT ON AE IFY FINAL LOCATION NEW CHECKOUT LAYOUT TO FLOOD WHEN LOCATION IS ED a-0 9-3112 3-„ � F4'a",ERECTR�CA� A LED ANELSYSTEM GO TOANCH OR WHEN SET N INSTALL PER MANUFACTURER PEGA HER wi TON AH THE PAN Ess NG AN C TOR� 15 10 1/2 15 11 5 11 26 3 RELOCATE. EXISTING EF Ep AND ENLARGED FRONT CHECKOUT PLAN U„° - ,_o AND IA ITS SIT OWN DASHER Coo ED NATE WITH W.CM F -I II i � E 'h- HED. REF Ik AO'OEDINIALE WITH wMCM r T Ti d ' — - r�� — -I� r,F �' I� � I lil �IF- T�- � �IF XIT II HE A SHOWN DA HER REF `41wMCM .EP AND COORDINATE WITH 9 -------------------------------------------------------------------------------------------------------------- n ENLARGED FRONT CHECKOUT DEMO PLAN U„° - ,_o o'3 �y �< pLLa000�° <sp o A" 5 oom�wmco��G�o< I ISSUE BLOCK I IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). s�"I L . so/ ��F NE�� MAY 19 2021 ENLARGED PLANS AND DETAILS EETA5.1 C:]0E::P o - - - - LL111—TAND III eooT STOCKROOM W IS AFTER N' Nc ENSURE To REMAIN UN —ILRE -------------- ---------------- L'11E1' ARE To' Ell F_FT COORDINATE WITH WMCM 011:�" 9 1 O I L L r771 I I II L Illi L4 - PARTITION WALL To 1AT' WALL =C .o'NT _ 2 OCA NO FULL LENGTH OF LOCKED1 ATTACH LOCKERS TO WOOD BLOCK CD jLOCKERS BO 1ARTITION CUT BASE 0 FIT Do N IFT FINISH FLOOD oBST'U IF LOCKEDD ORS ATTACH BASE To LOCKE' —FA AND ENDS __j STACK BULLETIN BOARD BLOCKER ANCHORAGE BLOCKER BASE AND TOP „ „ U . - o. 31. - „o. i m _ __�'I ao _AT AS a - c PERSONNEL 71STHS=CTMANDow,rMAN.ODIN =Rw CM OFCER F1121 TRARRO �T _ -, 7w o o ___-- _ — — -- ------------------ — s N A TALL NEW BULLET N 0 DR, REF4AD � R311 EAR OFFICE PLAN o'3 �y �< pLLa000�° <sp o A" 5 oom�wmco��G�o< %p C=) e zl—" o o UU moo 0 EDo 0 o mom° I ISSUE BLOCK I IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). MAY 19 2021 REAR OFFICE PLAN EET A6 A GYPSUM BOARD CONTROL JOINT CONTROL JOINT AT DOOR JAMB U12-10 �ExPANDiNC Fonts DECK AL ROOF DECK ATTACH 16 GAUGE 6 DEEP LEG TRACK ATTACH _X1 SCR EWS OR(2 BOARD AT L Coo F ECK p o Ly 1 GAUGE L OLD EDGE I� CON GYPSU I ROCKS AT 24 GO To A METAL S oTRAP REFPA=DNTYPEa NON—RATED CAPTURE TRACK U„2 -,-D INTERIOR NON -LOAD BEARING PARTITION HEADER SCHEDULE IT FACE ' IT FACE J B LENGTH TRA C KS' U DS OVER 18 0 & IJP TO 20 0o^2CIscn zc(z)ci 2x15Nsxis cn ) x s^xs GA 7 6i NOTES T OV 2 AIDED AND JAM EMBEDS I No I TED 3 AX SPAN FOR OPENINGS TO RECEIVE INFII1 BEI10TILVHEADER IS 11 0 4 j A I BS N OT To DECK ARE T 0 BE BRACED N ACCORDANCE W TH TH E PART TION BIAC NG BE TA LS 3 513 JA I B A BE Y ON D 13 4 A D ETOBEB D ACED ABOVE THE OPEN NG AND SUCH MUM E 5=ENG BERUMOT AIDED FOR VERTICAL LOAD OTHER THAN THAT OF THE PORTION OF WALLABOVE THE OPENING DOUBLE MTL STUD AT METAL 'EF LAM PIS ND SECTIONS K SIE WS (1) *1N0 AEK SCREW AT *10T OCFVE TED EACH VERTICAL STU D TH (ala, o ACK 20 GA BOTTOM TRACK 16 GA T�'E A TOP TRACK DEF SCHEDULET SCR o(EK E � *10 i of MB STUD HEADERS DEF SCHEDULE FINISH AS INDICATED DATE,N LEADEAASAEMBL --- REF SE CH FLANGE AND 12 OC VARIES CHED FOR THEs2ca, O TE AT HEADER a TIDN 24 OC VE SECTION a HEADER CONNECTION DETAIL U„2 -,-D TEK A BEE*ToS EACHPACE 24 GO (2) a, o TEK SC'Ews EACH A BE ATJA.BS DEFLECT ON TRACK C F PARTITION DETAILS C6 x 1 513 x 113 GAUGE EACH TRACK WAH (2)SIDE OFJ.B *10 TEKASTEN ToDoNOT ATTACH TO JAMBRETAIL C SCREWS EACH TACH To STAN 20 GAUGE CoIBL7 W FH A)D.,4a DA TUD TRACK ABASE OF JMa 24 E'ACHS NAEOFw DETALD FSAr SCRHEAEWS RCF SCHE�(3)T 16 GA wTH EKHEADER s EACH S DAMe, METAL STUD JAMB REF SCHED ,a GA TRACK TO TOP OFHEADER TAIL o� �y �< pLLa000�° <sp eop o 5 oom�wmco��G�o< %p C=) z ° ED M Q=z Jho 0 m � m I ISSUE BLOCK I M�E IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). Rky 19 2021 PARTITION TYPES AND WALL DETAILS A6.1 FOR PART REF PLANE TION PE EACH SIDE CONTINUOUS SEALANT, NO STOP AT CA ED OPENING DOOR 11 HEAD 11 CRYLNTEL REF STRUCTURAL EXTERIOR SURFACE MOUNTED EN TRY OMDOOR INC A LU M NUM Co NTN UOUS FRAME BEYOND SEAIN BE Y ND SLIDING DOOR HEAD EXTERIOR MOUNTED „2-,O SpN�� 6 FLANCEWITH SEALANT GCoNTN UP USA T ANN pp END coN of TIONS11 GAUGE SHEET A aLOOP COVER W TH CLOSED ENDS P'OVBE 1'FFEN ER Ar 2� 0 OC aX2 BRAIN TROUGH z•FN�EAMDOOR AND 9 DOOR HOOD EXTERIOR CONT N UOUS SEATS NT EN TRY DOOR B OTTO. CAL BELOW CONTINUOUS SEALANT SLIDING DOOR JAMB EXTERIOR MOUNTED DOOR SCHEDULE NOTES GENERAL DOOR NOTES I STL-EP I STEELEENTPLATE I DOOR DESIGN LOADS 1 GORE 2009 IBC WIND LOADS ED IF SECOND OUST) 90 MPH DR II, To 3 DOOR BE A IGN WIND PRESSURE MAN DOOR 2 1 PS' SECT ONALDOOD 20 PSI CARL STORAGE DOOR 20 PSI ENTRY DOOR 19 PS, CONTINUOUS SEALANT BEYOND I SMOOTH FACE ClU EXTERIORSURFACE MOUNTED AUTOYAT INC BOTTOM GAIL BEYOND THRESHOLD SE COUNTERSUNK 11K X2 EXPANS ON ANCHORS AT 12 0 C SLIDING DOOR THRESHOLD EXTERIOR MOUNTED KEY GACXAXGE WIDTH FLO uDDRDRT"BOEE LLA" U EXTERIOR Ross°M DETEOTDR LES 111 SSTPE A / Lo LID UNTIN BADAUNTIN EAR w p UNTIN EAR DE s G Z G Z ,�/E � E��cRAEH COUNTERSUNK I. CRASH ERREAT i i iAND2K,T P N_TERIOR 11-2 EXPANS LX--BEYONDES IND 24 TYP — BOTTOM Cl AA BB AUTOMRTIC TCP UUTOMRFACTMDL= BOTTOM EDGES OF TH=N LD S=S So SL D NG so sx sx so NOT USEDTHRESHOLD FRAME TYPES DOOR TYPES 4 3 U 3111- „E. 1 3111- „E. GENERAL FINISH NOTES ER(EXCEPT DOORS IN CMU WALLS) BE PA NTED PER SPEC F CAT ONS 2 PAINT ALL HIM DOORS AND=LPOACATEEDD PNj'N2EUNLoY PAINTED WALLS AS INDICATED FOODS AND FRA.ES NT PA NT NEW DOORS `112 HALF GONDOLAS WALL STANDARDS OR WAREHOUSE PACKING WITH PEG BOARD BACKING ATEVALLSTANDARDS GONDOLAS REH OUSE 4 AT EXP TED SPRINKLE HEADS TOAREMCOND IT DTNc To MWITHOUTUHEc- sTRUCTUREOE cT ADJACENT STRUCTURE NO IF SPRIN UNPAINTED DECK Nc WAINSCOT, INETALLOUTEIDE CORNER TRIM, REFERENCE SPEC F=NS E NG NATE AND 'OR F N SITES TO BASE SUBSTRATE PR OR TO INSTALLATION OF NEW NSTALLAT ON OF NEW PROTECTIVE SURFACING OVER EXISTING IS NOT ACCEPTABLE NOEXCEPTONS MATERIAL KEY A CONCRETE c SMOOTH FACE CMU E CHAIN LINK ETD EXISTING TO REMAIN F EXPOSED STRUCTURE G GYPSUM BOARD IT METALSOF IT T SHADE CLO IT USFLH o� d4 �< pLLa000�° <sp oo A" " op 5 oom�wmco��G�o< 0� � o Z J" ED M Q=Z N Jho 0 m � o ISSUE BLOCK IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). MY 1910!1 DOOR SCHEDULE AND FINISHES EET A8 RETURNS SECTION AT WALL ELEVATION 3 NOT USED 'OAST ATTACH AN FA E FURNISH _LTS-No N N '0TC W HSEUIPEPO B A LET CT o L EX A CT L o ST L 'ON To' SUPPORT LOCAL ON PROA DE TWO SUPPORT CHANNELS ATTACHMENT FOR W TH N I OF EACH ADJACENT PANEL MON TOR SUPPORT PER PC NTS PERPEND CULAR To jo ST MANUFACTURERS NSTALLA TH DID SUPPORT CHANNEL CHANNELS POSITION ITACCORDING1 ATTACH EACH END PER oMWoNNlETGPjSUN`GoH'ETD MANUFACTURERS INSTRUCTIONS AND GO INSTALLED MONITOR BRACKET o" NEI FUXIN SHED GO NSTALLED M To OWNER FUXIN SHED AND NSTALLED OPTION A MONITOR SUPPORT BRACKET (OWNER FURNISHED) U,4 -,_o BASE CABINET SECTION ,-o aFTo jo STSATTACHMANUFACTURERS ATTACHMENT FORSUPPORT CHANNEL MON TOP SUPPORT PER�MANUFACTURERSSUPPORToFUINNSSTH AIN D GO INSTRUCTIONS MON To' SUPPORT OWNER FU EN SHED AND GO NSTATTED OWNER F =C GO INSTALLED A IT ED DIG TAL DISPLAY MON TOP OPTION B ABASE CABINET SECTION , -o o� �y �< pLLa000�° <sp o eop 5 oom�wmco��G�o< 0 � o z ° ED M Q=z Jho o m � o ISSUE BLOCK n IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). NAY 19 2031 CASEWORK EET A9 151 BREI BID OR CE REFSHEETSA1 FOR CEILING SCHEDULE LOCKABLEEDATOREEEED BREAST. ISTO ('NEC) PAGE �I IN B, I ( I BREAKROOM ELEVATION S.Ap DISPENSER o sPENSER -{_BASE -{_BASE BEYOND -{BASE MODULAR CABINET ASSEMBLY ELEVATION COAT CAB NET RE YCLINGANDTICASH OWNER =LSLHEEDD GO lull lel l / COFFEE MAKER INic7 / � IN II / � II LFAUCET � FTABLES AND ZKADNED IN KITCHEN BBEoOM BE MA°r'cN l REF Pw MBiNc STING D IF NSTALL EX WATER HEATED REF PLUMBING `' o OWNER FURNISHED GO NSTALLED DEF ELECTR CAL I')M C'OWAVES ^� STACKEO Mic) R'=N RUNIT TO CONTRACTOR REF N TA A°BY _� HER B Y SIT,ALLREF�As 27 61,X FA EXTENTS OF SLAT ENLARGED BREAKROOM PLAN U ,B -, ENLARGED BREAKROOM FINISH PLAN U ,B EE.oAE EX ST NG IEIOPPE EX STING CUBBIES DEEP GERATOR SHOWN DASHED AND CABINETS SHOWN =P AND COORDINATE WITH //f DASHED COORDINATE WITH ENLARGED BREAKROOM DEMO PLAN ,B-, D o'3 �y HI o-cp_ �< pLLa000�° <sp o A" 5 oom�wmco��G�o< % p 0 0 e z�� D moo EDo J�� o m o ISSUE BLOCK IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). a MAY 19 2021 BREAKROOM PLANS AND DETAILS FSHEET BR1 \� ____ `--------1----------J _ I \ I � I I �_J BREAKROOM I � _ [ 1 h I I JI I IF I DISPENSER UNIT To II I REMAIN I I L I ENLARGED BREAKROOM DEMO PLAN ,B-, D o'3 �y HI o-cp_ �< pLLa000�° <sp o A" 5 oom�wmco��G�o< % p 0 0 e z�� D moo EDo J�� o m o ISSUE BLOCK IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). a MAY 19 2021 BREAKROOM PLANS AND DETAILS FSHEET BR1 4" oN Bi4BTRATE EDGE UBBANKING TT 314 EDGE WOOD BILOCAING CABINET EDGE SECTION ROWNER FUXIND NSTALLED AERT CAL III OFwnLSHED LL FPELECIAIILAY MIN=POD POLE CN L ABOVE 4 0 ON 11R P'N ALL NTE ' OR ,4^ COLOR TO MATCH IDE SALES SIDI 2XR WOOD BLOCKING OPEN TO FLOOD SINK CABINET SECTION U1 „2 - ,_o 1 lo 4COUNTER SECTION 66 S BELOW THE COUNTER DO NOT INSTALL BASNEDAIHDSD WALL STA N TALL BASE TO WALL AFTER WALL SSETANDARDS ARE Co NTN UOUS T SEALANTAT TOP EXISTING C COUNTER TOREMA�NASE THIS 3 COUNTER SECTION U A N NATE ON LEON AND NE To REMAIN 00�CABI D FRAME BASE B RAN EE' w NG WALLS WHERE EX ST NG TIAFF C DOOR TO IEMA N LOCK "LL P's� CORNERS . BE MUELLER DEL«CLSB,BOR TO REMAIN L EXTERIOR PHARMACY ELEVATION 1 -, o EATOP OF BAAT SE INN'' NI o00o Ra oBREMA NR THIS COUNTER SECTION o®I �/I IIS ------------------------------------------------------- RE So AE C ELNGTILE �I I AND II ENLARGED PHARMACY DEMOLITION PLAN U ,4 - , IEFYIB SIT SOLID REFURBISH SOLID SURFACE SURFACE COUNTECTOPS TO COUNTERTOPS TO LIKE NEW CONDITION LIKE NEW CONDITIO N FC WALLCAPS TYP CX IT TH SCREEN TO oNN N ' o — RPF LX6 rxOcr `l"J 000DAND LEASE _l W REPLACE EX ST NG P,52 00 _/COORDINATE WITH WMCMITEIMS RE—EP ANDMaIND ENLARGED PHARMACY FLOOR PLAN 1 =, -o o� �y �< pLLa000�° <sp 5 oom�wmco�G�o< 00 00 z ° mooED M Jho 0 m � ISSUE BLOCK n IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). m/ SOF NE�� NAY 19 EOlI PAINT, FIX, CLEANEXISTIN G F LL PODS TO EXISTING FIXTURES TO (PFC) PLANS AND FURNISHEDBYOWNE INSTALLED BY GO � DETAILS BHRXPFC NOTES PANE oR TowALL AREAS Ls 2 PRO' DE STA "ESS STEEL C'oS' 'E N PREP 3 DEF FLOOD PIN A FOR ALL PART T ON=ANoCATECATIONS 4 EASE EXPOSED EDGES To SA" IT N FOR' 'AD ITS I SET CILOSI RE PANEL N A LED OF SEALANT EACH SIDE REFRIGERATED CASE OR END PANEL SKINS AS INDICATED IN THE DRAWINGS CLOS PANE CLoSU 112 LAP „ MAPANELX FASTEN - - - NPT °_ = _ = AT PARTITION°_TAP CLOSUSE RI°FRORATEDI GG EEFRCGTEDM NER�aE F cnsE I AT CASE PA OR ETT O RE N VIE I I PARTITION OR WAS RE D� - - - - I RI°ERAT SECTION AT TO— PIN AT CASES PIN AT DEAD OF CASE CASE AND WALL AND WALL PANEL NEL ov v 1`2 MAX FASTENER FRONT 1 MAX FA A TENED FA CLOSU IF AoRwAPA 'TT� 1`2 CASE PAN EL MAXED A vMAX FRONT FA wAuuN PARTm0N AT= REFRIGERATED CASE PARTITION OR WALLPIN AT PIN AT FRONT OF PIN AT FRONT OF CASECASE AND WALL AND END OF WALL WALL CLOSURE PANEL DETAIL 1-,_0 NSTALL AND FAEN RA PER DETAIL MAX� EN Ly e' oc SPACE LA TF— ROODE1 TOE KICK RETURN EACH SIDE 12 3 W\�RELOCA7EF EXIST NO (2 N Ew , 2' RDam eAa2 E .MEP14 o ❑ �F gA3 yp anrcea = UTILITY J l 1 2 3 FRONT AND REAR GROCERY FLOOR PLAN U,0 -,-0 o'3 �y �< pLLa000�° <sp o A" 5 oom�wmco��G�o< I ISSUE BLOCK I IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). �NI OFNEB MAY 19 7021 FRONTAND REAR GROCERY PLAN GA1 CASE INSTALLATION a'NOTF- PHIS DOCUMENT IS INTENDED TO DESCRIBE IMPORTANT ELEMENTS OF THIS PROJECT AND TO DEFINE THE RESPONSIBLE PARTIE'. :OR THIS WORK STREAM. IT IS NOT MEANT TO BEAN EXHAUSTIVE SOURCE OF INFORMATION ORA COMPLETE SCOPE OF WORK. I SHOULD BE READ AND USED IN CONJUNCTION WITH ADDITIONAL, DETAILED INFORMATION IN THE WALMART REALTY ONE BEST WAY STANDARDS LIBRARY, AND IN PUBLICATIONS AVAILABLE FROM THE MANUFACTURER RESPONSIBLE PARTY M NEWEQUIPMENT DELCAPEX 1 FURNISH THE NEW/ REPLACEMENT CASES 2 FURNISH AND INSTALL ALL (REFRIGERANT AND DRAIN) PIPING.PC PC PC PC INSTALL3 FURNISH ALL FIELD INSTALLED REFRIGERAS R FURNISH AND INSTALTALLISOILATION FALF-S PC PC PC PC ALL FIELD INSTALLED REFRIGERATION VALVES.PC PC PC PC EFE ED ON FUXIN SIT A LF CONTROLS CABIL NG AS RK (24 VOLTS OR LE S)SS RV TO EMS EMS EMS EMS O.PLETE THE WO C AT NE 9 VNOSLTTASLLANDSS)ASDETAIFLEDNONHTHGEPRNNROSWIRING(24 RC RC RC RC OR LETS PROVIDE ELETCCTAISCANLPOWE��CCABTINGF�0. POWERSOURCE PC PC HISCl�VCEUWIlING FROM FIRST CASE TO REMAINING PC PC PC PC ASE HE T P EFABRICATE AS U CH OF THE NEW PIPE WORK AND 12 DLEEVCCTE'SCANLOC�ODNED�UTTOA�SEPDOUSC:IBTHLEEAAN.DO'UNOTUNOTFADNOYWNNEWT.E PC PC PC PC NEEDED TO COMPLETE THE INSTAF- 13 COORDINATE THE INSTALLATION TIME WITH STORE GO PC GO PC OBTAIN HOT WORK PERIMITS AS RE- PC PC NOT Fy THE E'S VENDO' 24 HIS N ADVANCE OFTYEWOIK 15 TELL THE. WHAT CASES AD EBENGINSTATTEDANDWHAT PC PC PC PC SYSTEMS WILL BE IMPACTED NOT FYTYEWIT BU ING CONTROLS TEA. AND ADVISE 1, THE.WHCHSYSTE.SANDWHCH CASESWILL- PC PC BY THE WORK 1EAlTDAVREALLO REPLAGCEDTE PRODUCTS FROM THE CASES WMT WMT N/A N/A PROTECTION (BUMP GUARDS) GC RC DECO" SS ON AND REMOVE THE OLD CASES N TEXAS ALL DECO..ISS2NED CASES W LF BE REMOVED FROM THE STORE COOR 1' CONSTUCTON '=CE CASES EE.OVEWATERSUPPYY PC PC N. N. WHEN REPIC NG = MESTINCINYIDTIEL. SERVE OVER CASES COORDINATE THE REMOVAL OF THE DATA CABLING FOR TLE S 20 CLEAN THE FLOOD UNDER THE CAS- PC PC 21 AILELD EX ST NG CASES CA BE PITS I TUNNELS OR IN A CHASE THAT A NOT BE NG OTHERWISE D STURBED WHEN IEPIC NG PRODUCE CASES NSTALL NEW MISTING 213 SYSTEM To CASES AND CONNECT TO DEDICATEDWATER PC PC PC PC 21 WHENLIETPICoNFGTDHEELDSETIVCEAOVENIGCFASETSHCOOIDSNATE THE 31 NOTIFY WMNTDU TDINNO CONTROLS THAT THE NEW CASES ARE PC PC PC PC HAN ER THE NEW CASES TO TH E STORE. 3 (CASES MU ST BE CLEAN, AT OPE RATION AL TE MP ERATU RE AN RC RC RC RC PLACEFLYC TIONAL7 aREPLACE CRETEFLOOR AROUNDTHENEW cCEOR RM° Rc wA wA SET SAS NEEDED) N INSTALLER) H INSTALL NEW CIRCUIT LABELS TO TIL -AS PC PC PC PC 36 COMPLETE ASSET TAGGING PROCESS PC PC PC PC 37 �IEEPPICCEEMTEHNETSLHEOGPENFLDOSOI DRAWINGS AND INSTALL PC PC PC PC ED (UNDAMAGED) ASSET a ON (BUMP GUARDS),INSTALLNEW OWNER RC RC RC RC FURNISHED PROTECTION E.UIPME- A LED ALL CHANGES HAVE BEEN MADE TO A PACK REMOVE DRIERS IN THE PACK HOUSE TO BE INSPECTED BY THE MCM SUBMIT lElUIlED VEI SAE AND OTHER REGULATORY FORMS 4COMPILETEDVERISAE 0 AS EE.0 RED By THE END OF COMM SS 0 FORMS ARE TO BEEMAILE D TO RC RC RC RC EQUIP@WALMARTCOM. o CL AR SITE OF ALL 41 TOOLS uNIU SED INSTAFLAnoN MATE RI LS AND TRASH. GC RC GC RC ABBREVIATION LEGEND DESCRIPTION %p 0 O Zo VV _NJo 6 u Q=BU BU n Jho 0 m � ISSUE BLOCK n IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). ESPONSIBILI SCHEDULES GA5 MATCHlE101E EXIST NG DOOR LEAF AND FRA.E SHOWN DASHED HER NECESSARY To ADIACENT AL N OWMCM. OR EFA oaINATE 946 PICKUP STORAGE REF SPECIFICATIONS FOR FINISH FL OR . OPEN TO STRUCTURE ETE a EXISTING REACH IN DEEP lE- REMAIN ENLARGED PICKUP STORAGE PLAN ENLARGED PICKUP STORAGE DEMOLITION PLAN w MANAGERS STATION I PR�NAERANosAA�o Oo : D, NSTALL CAPTURE TRACK AT NEW WALL REF 4 A6 1 EXISTING ELECTRICAL \Z NSTALLNEEVIACKS AS lE101E EXIST NG DOOR ELOCATE EXISTING HC DOOR FRA.E AN D WALLS ARTS REF 1 A5 FOR NEW SHOWN DASHED WMCM TEWITH WITHWMCM ----� - - CATION COORDINATE i LL E MCA E EXIST NOR 00' -----[LDOOD MCM. I\ II I \ II I \ I \ \ RELOCATE EXISTING RACKS DEF \ II I " FOR NEW LOCAL ON PATCH AND DEPA C WALLS AND FLOOD AS ---�I c1 COORDINATE WITH WMCM. --- o� �y �< pLLa000�° <sp o eop 5 oom�wmco��G�o< 0 0 z ° ED M Q=z Jho o uLJ ISSUE BLOCK IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). SOi Wy 19 2MI FRONT STORAGE FLOOR PLANS EETOP1 OTE ANGLE SUPPORT FRAMING IS REQUIRED AT ALL EXHAUST FANS AND ROOFDRAIN PENETRATIONS, REGARDLESS OF CZE. NOTE REF ARCH/MECH FOR EXACT LOCATIONS OF ROOF PENETRA,ONS. ATTACH CURB AND M ETAL DECK TO STRUCTURAL ANGLE WTH#12 TEK STRUCTURAL FIELD ROOF CURB SCREWSAT6 OC ROOFCURB EXISTING ROORDECK STING C OF – – EwsTING-ST B EXISTINGJOIST _ CL OF Lsxixv4 (LLH), rvP TOP CHORD - EXISTING JOIST 3/16 CL OF J 0 ST 3/1 6 A 3n s 3/ifi 1/9 1 1/9 1 rvP PLAN VIEW SECTION A OPENING IN ROOF LARGER THAN 10"x10" DESIGN LOADS ROOF 0PSF(MINORSNOW LOAD) B GROUND SNOW LOAD F9) PSF LATERAL LOADS MPH ED C SECOND GUST) 66 CATEGORY ATEGORY B SE SM C DS (SERVICE) 11 2 DO R(RSdS DA E „ 1 5S DAMPED SPECTRAL RESPONSE 0-1 IS 1 4 1 SEC PER OF - SPECTRAL RESPON SE COEFE(Stls,) 0659 5 A TE CLASS , OCCUPANCY G° E SEISMIC DESIGN CATEGORY A STATEMENT OF SPECIAL INSPECTIONS SPECIALINSPECTIONS ARE REQUIRED. REFER TOAPPENGIX B OF THE PROJECT SPECIFICATIONS FOR THE FOLLOWING INFORMATION REGARDING THE REQUIREMENTS OF SPECIAL INSPECTIONS 1. THE MATERIALS SYSTEMS COMPONENTS AND WORK REQUIRED TO HAVE SPECIAL INSPECTIONS. 2 THE TYPE AND EXTENT OF EACH SPECALINSPECTION. 3. THE TYPEAND EXTENT OF EACH TEST. 4. ADDITIONAL SPECIAL NSPECTION REQUIREMENTS FORWIND OR SEISMIC RESISTANCE (WHEN APPLICABLE). 5. THE FREQUENCY OF SPECIAL INSPECTIONS AND TESTING. THE SPECIAL INSPECTION REQUIREMENTS ARE BASED ON CHAPTER 17 OF THE IBC GENERAL CONTRACTORTO PROVIDEAND INSTALL FIELD STRUT (L4x2x3/16) EACH SIDE OFJOISTATALL CHOR LOCATIONS WHERE 3 CON CENTRATEDLOA DOES NOT OCCUR VNTHIN 3" OFA PANEL POINT. INSTALL ANGLE WTH ONE END AT LOCATION OF LOAD AND OTHER END AT A PANEL POINT ON THE OPPOSITE aTEDIGREAT CHORD TYP. ANGLES SHALL BE INSTALLED PRIOR i�T� TO NEW LOAD BEING APPLIED TO THE JOIST ATTACH "'G ANG METAL DECKTO ANGLE WITH #12 TEK SCREWS AT 8" OC EXISTING ROOF DECK -- J \L TYP EACH iR 1 END EACH ANGLE NOTE: R L5xix1/4 (uJ-I), IF PROVIDE JOIST REINF IN ACCORDANCE WTH THIS DETAIL BOTTOM CH FOR ALL CONCENTRATED LOADS IN EXCESS OF 199 LBS. WHERE MORE THAN ONE CONCENTRATED LOAD EXISTS WTHIN A CHORD PANEL AND THE SUM OF THOSE LOADS EXCEEDS 199 LBS PROVIDE JOIST REINFORCEMENT AS DETAILED SUCH THAT THE SUM OF THE LOADS WTHIN THE REMAINING UNSUPPORTED CHORD LENGTH DOES SECTION B NOT ExcEED 199 Les. nJOIST REINFORCING AT CONCENTRATED LOAD GENERAL NOTES CONDENSING UNIT, REF REFRIGERATION FELL ADJUSTABLE CURBPER CURBURB SUPSUPPLIER \ MNACTHTAANHLCWURTBH NE 12 TEK SCREWSAT EX STIOC IRS SIRES ---- - - x82 CONT INS OVER NG ROOF BECK EXISTING MTF ROOF DECKTOREMAIN - REF5-Si FORJOIST ED STING JOIST REINFORCING AT B TO REMAIN REINFORCING LOCATION S, �E CHA rvP SECTION A SECTION B REMOTE CONDENSER ROOF CURB SUPPORT Noce ATrACH uwTTo uwsTRUT VNTH STAINLESS STEEL BOLTS. REF UNIT SUPPLIER FOR BOLT QUANTITY, szEAND LAYOUT. 16 GA CONTTRACK WTH(1)#10 TEK C SCREW EA LEG C12:1 5/9x18 GA MTF STUD REF ARCH AT 18" OC COPE MTL STUD TOS EL �i FLANGES AT EXISTING CHANNELFLANGES DURINGTHAT GENERATES ORANY OTHER OR HEAT ACTIVITY THAT GENERATES SPARKS OR INTENSE HEAT, THE 2 3 CONTRACTOR EXISTING ST UCTURPROVIDE AND TS PROTECTION Yd TO THE EXISTING STRUCTURE ANO CONTENTS.ASA 3/ifi 1 PERC CONNECTER MINIMUM'. _ 3/ifi 1 PER CONNECTER -REMOVE COMBUSTIBLE MATERIALS FROM _ AREAS OF WELDING AND SPARKS. 60' 0" - - -PROVIDE FIREPROOF BLANKETS AND SHIELDS VARIES = TO CONTAIN SPARKS WHERE COMBUSTIBLE TOS EL MATERIALS CANNOT BE REMOVED. _N PRO IDEA FRE SAFETY OBSERVER WTH A RTU o FRE EXTINGUISHER ON BOTH THE ROOF AND 1 -5 v2 BEFowTHERooF CURING WELDING NEAR THE SMPSON RCKW3 AT EA ETR - EXISTING CONT ROLLED a _ ROOF STRucruRE. STUD ATTACH To sruD — WTH #12 TEK SCREWS � CHANNELTO REMAIN EXISTING BFocNNG To BE REM OVER NEW RCU-1 (1499 LBS MAXJ, H O - C FR EAAMIN FOR suPPORT ROOF PLAN NOTES EwsnNG MTF DECK N G F4 REF ARCH FOR FINISH - 2'- 1. THE DIMENSION LOCATING THE RCU'SISAPPROXIMATE — - X). CONTRACTOR TO LOCATE ALL RCU'S CURBS AT O Si NEA REST STEEL JOIST PANEL POINTS. IFCURB EXISTING WALL CANNOT BE LOCATED WTHIN 3" OF STEELJOI ST PANEL POINT, REINFORCE STEEL JOIST PER GETPIL SSI. EXISTING MTFSTUG FEE ARCH FOR EXACT _ - REFGETAL&SI FOR PIPING _ - PENETRATION FRAMING, - - 2. ALL EXISTING JOIST AND BEAM SIZES AND LOCATIONS EXISTING SHEATHING SIZE AND LOCATION EXACT SIZE AND LOCATION ARE FROM ORIGINAL DRXPWNGS AND SHALL BE FIELD TO BE FIELD COORDINATED VERIFIED. 3. IF ANY NEW MECHANICAL EQUIPMENT OR PIPING w m W EXCEEDING 199 LBS NEEDS TO BE ATTACHED TO THE 5 6 EXISTING STRUCTURE, AND THOSE ITEMS ARE NOT O O SHOWNON THESE THE CONTRACTOR EXISTING JOIST SHALL CONTACT THEESTRUCTURAL ENGINEER FOR DIRECTION PRIOR To INSTALLATION. I I I - G ROOF FRAMING PLAN MAIN ID PARAPET EXTENSION FRAMING PLAN - MAIN ID <gad A - oda a ¢i I O O Z n N 69 bozo OQ"1 BE= mm� 00 ISSUE BLOCK CHECKED BY BF/KF DRAWN BY. HH PROTO CYCLE'. 93/28/21 DocuMENT OATe osn e/21 PLAN GENERAL NOTES AND DETAILS SHEET S1 OWNER FURNISHED SPRINKLERS AND 1 Fl PROTEC110N SYMBOL LEGEND PIPE TABLE (WET) SPRINKLER SUBMITTAL svMBOL RESCRIP7 PRODUCT PIPEINAL DiN51DE REQUIREMENTS SCOPE OF WORK GENERAL NOTES GENERAL NOTES CONT, NOM ACCESSORIES ODE POINT SIZE ETER HYDRAULIC REFERENCE N N SUBSTITUTIONS WILL NOT BE PERMITTED. REFERENCE SPECIFICATIONS APPENDIX B FOR ADD17IONAL INFORMATION. `INTERMEDIATE TEMPERATURE SPRINKLERS TO BE FURNISHED BY OWNER FOR INSTALLATION BELOW SKYLIGHTS. "HIGH TEMPERATURE SPRINKLERS TO BE FURNISHED BY OWNER FOR INSTALLATION AROUND UN17 HEATERS. THE CON7RAC7OR WILL BE RESPONSIBLE FOR ANY DAMAGE TO OWNER FURNISHED SPRINKLERS DURING INSTALLATION. TO REPLACE DAMAGED SPRINKLERS CON7AC7 HAINES, JONES, CADBURY 1-800-459-7099. THE OWNER WILL FURNISH ADD17IONAL (OWNER -FURNISHED) SPRINKLERS FOR THE SPARES CABINET.N57ALL SPARE SPRINKLER OUANT17Y INDICATED ON CONTRACT DOCUMENTS PRIOR TO FIRE PR07ECTION CONSULTANT SITE OBSERVATION. CONTRAC70R SHALL VERIFY/ENSURE OWNER FURNISHED OUAN7171ES AND THREAD SIZES ARE CORRECT, BASED ON THE EXISTING CONDITIONS, PRIOR 70 ORDERING OR ENTERING A SHIP DATE IN70 PULSE. NEW PIPE S EXISTING PIPE CONTINUATION S PIPE CANTINUATION EXISTING CAP WELDED OUTLET (CONTRACTOR TO DETERMINE) ALL SPRINKLERS TO BE USED SHALL BE TYCO SUBSTITUTIONS WILL NOT BE PERM177ED. REFE BENCE SPECIFICATIONS FOR ADD17IONAL IN FO RMA71ON. HYDRAULIC SITE PLAN 1 1"-40'-0 FP1-01 0 20 40' 60 80' THE FOLLOWING DETAILS MUST BE INCLUDED ON BOTH SHOP DRAWING SUBMITTALS, AS WELL AS AS -BUILT DRAWING SUBMITTALS: 1, NAME OF OWNER AND OCCUPANT 2 LOCATION. INCLUDING STREET ADDRESS 3. POINTOF COMPASS 4. LOCATION OF PARTITIONS 5. OCCUPANCY CLASS OF EACH AREA OR ROOM 6, SIZE OF CITY MAIN IN STREET AND WHETHER DEAD END OR CIRCULATING 7. MAKE. TYPE. MODEL. AND NOMINAL K-FACFOR OF SPRINKLERS INCLUDING SPRINKLER IDENTI FICA71ON NUMBER 8, TEMPERATURE RATING AND LOCATION OF HIGH 7EMPERA7URE SPRINKLERS 9, NUMBER OF SPRINKLERS IN EACH AREA 10. APPROXIMATE CAPAC17Y IN GALLONS OF EACH DRY PIPE SYSTEM 11, PIPE TYPE AND SCHEDULE OF WALL 7HICKNES 12, NOMINAL PIPE SIZE AND CUTTING LENGTHS OF PIPE (OR CENTER INE DIMENSIONS) 13 LOCATION AND SIZE OF RISER NIPPLES 14. TYPE AND LOCATIONS OF HANGERS, BRACES, AND METHODS OF SECURING SPRINKLERS WHEN APPLICABLE 15, ALL CONTROL VALVES. CHECK VALVES, DRAIN PIPES AND TEST CONNECTIONS 16. MAKE, TYPE, MODEL, AND SIZE OF ALARM OR DRY PIPEVALVE 17. KIND AND LOCATION OF ALARM BELLS 18. SIZE AND LOCATION OF STANDPIPE RISERS, HOSE CUTLETS, HAND HOSE, MONITOR NOZZLES, AND RELATED EOUIPMEN7 19, WHERE THE EQUIPMENT IS TO BE INSTALLED AS AN ADDITION 70 AN EXISTING SYSTEM, ENOUGH OF THE EXISTING SY57EM INDICATED oN THE PLANS TO MAKE ALL CONDITIONS CLEAR 20. FOR HYDRAULICALLY DESIGNED SYSTEMS, THE INFORMATION ON THE HYDRAULIC DATA NAMEPLATE 21, HYDRAULIC REFERENCE POINTS SHOWN ON THE PLAN THAT COBRESPOND WITH COMPARABLE REFERENCE POINTS ON THE HYDRAULIC CALCULATION SHEETS 22. THE MINIMUM RATE OF WATER APPLICATION (DENSITY OR FLOW OR DISCHARGE PRESSURE). THE DESIGN AREA OF WATER APPLICATION, IN -RACK SPRINKLER DEMAND, AND THE WATER REQUIRED FOR HOSE STREAMS B07H INSIDE AND OUTSIDE 23. THE T07AL QUANTITY OF WATER AND THE PRESSURE REQUIRED NOTED AT A COMMON REFERENCE PAN 7 FOR EACH SYSTEM 24. CALCULATION OF LOADS FOR SIZING AND DETAILS OFSWAY BRACING PREVENTERS (MANUFAC7U RED. SIZE, TYPE) 25. LOCATION OF HYDRAN75 26. SIZE, LOCATION, AND PIPING ARRANGEMENT OF FIRE DEPARTMENT CONNECTIONS 27. EDITION YEAR OF NFPA 13 THAT THE SPRINKLER SYSTEM IS DESIGNED 70 28. INFORMATION ABOUT BACKFLOW 29. ALL 7RADE-SPECIFIC EQUIPMENT REQUIRING COORDINA71ON NO AT SHOWN THIS INCLUDES, BUT IS N 0 7 LI MI7ED 70, CEILING GRID, HVAC DIFFUSERS LIGHTS, R7 US 7US CABLE TRAYS BUSWAYS, SKYLIGHTS, REFRIGERATION PIPING, AND COOLER/FREEZER COR ENSERS. 30. SYSTEM ELEVATION RELATIVE 70 SOURCE, AS CALCULATED 31, TYPE OF FITTINGS AND JOINTS AND LOCATION OFALL WELDS AND BENDS (CONTRACTOR SHALL SPECIFY ON DRAWING ANY SECTIONS 70 BE SHOP WELDED AND THE TYPE OF FITTINGS OR FORMATIONS 70 BE USED) 32. NAME AND ADDRESS OF CONTRACTOR 33. RELATIVE ELEVATIONS OF SPRINKLERS, JUNC71ON POINTS, AND SUPPLY OR REFERENCE POINTS 34. INFORMATION ABOUT ANTI -FREEZE SOLUTION USED (TYPE AND AMOUNT) 35. CEILING/ROOF HEIGHTS AND SLOPES NOT SHOWN IN THE FULL HEIGHT CROSS SE C71ON 36. DRAWINGSMUST BE RE-SUBM17TED FOR ALL CHANGES EFFECTIVE AFTER DRAWINGS HAVE BEEN SUBM17TED AND/OR APPROVED. 37. AHJ MAY REQUIRE ADD17IONAL INFORMATION 70 BE INCLUDED IN THE SPRINKLER SHOP DRAWINGS SPRINKLER CONTRACTOR IS RESPONSIBLE FOR PROVIDING ANY/ALL INFORMATION REQUIRED BY THE AHJ. GENERALUNDERGROUND NOTES 1, ALL UNDERGROUND IS SHOWN FOR HYDRAULIC ENCE ONLY REFER. 2. SEE CML DRAWINGS FOR EXACT LOCATIONS IF AVAILABLE. 3, NO NEW WORK UNLESS 17HERIIISE N07ED. FLOW TEST SUMMARY STATIC PSI: 130 PSI RESIDUAL PSI: 68 PSI PITOT READING: 51 PSI ORIFICE DIAMETER: 4" NOZZ Cd: .747 CALCULATED FLOW: 2547 GPM TEST DATE: 10115/21 TEST TIME: 8.40 AM TEST LOCATION: PROJECT SITE TEST PERFORMED BY: MARK SOCKRIDER EACH SUBCONTRAC70R IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF W17H 7ITIS KNOWLEDGE DOES NOT RELIEVE THE RESPON SIBIL17Y OF PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE OWED BECAUSE OF CONDITIONS THAT OCCUR DUE 70 FAILURE TO FAMILIARIZE WORKERS WITH EXISTING COND17IONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EX157ING CONDITIONS PRIOR 70 IUAMIT71NG FINAL BIDS, CONTRACTOR SHALL CABEFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING COND17IONS 1, CONTRACTOR TO FIELD VERIFY EXTENT OF WORK. 2. UPGRADE THE EXISTING FIRE SPRINKLER SYSTEM IN THE GROCERY STOCKROOM, GENERAL MERCHANDISING STOCKROOM, SALES FLOOR AND SEASONAL SHOP TO MEET THE DISCHARGE PRESSURE, HOSE ALLOWANCE AND MAXIMUM SPRINKLER SPACING AS REFERENCED IN THE PROTECTION CRITERIA LEGEND. 3_ HE EXISTING FIRE SPRINKLER SYSTEMS WILL BE MODIFIED AS INDICATED ON THE PROJECT CONTRACT DOCUMENTS. THE SCOPE OF WORK MAY INCLUDE THE MODIFICATION OF EXISTING BRANCHLINES, INSTALLATION OF NEW BRANCHLINES, MODIFICATION OF EXISTING RISER(S), THE REMOVAL AND INSTALLATION OF NEW SPRINKLERS, MODIFICATION OF EXISTING MAINS, INSTALLATION OF NEW MAINS, REPLACEMENT OF THE EXISTING BACKFLOW PREVENTOR. 4. ALL NEW PIPING SHALL HAVE HANGERS INSTALLED N ACCORDANCE TO THE DETAILS LOCATED ON THE FIRE PR07ECTION DETAILS SHEET. 5, ALL 1 -INCH ARMOVERS (IF APPLICABLE) SHALL HAVE A HANGER SECURED TO THE STRUCTURAL STEEL ONLY, NOT TO THE DECK WHEN THE LENGTH EXCEEDS 2'-0" WHERE STATIC PRESSURES ARE UP TO 100 PSI AND V-0" WHERE STA71C PRESSURES EXCEEDS 100 PSI, 6. EARTHQUAKE BRACING SHALL BE INSTALLED. REFERENCE EARULOUAKE BRACING NOTES AND DETAILS LOCATED ON THE FIRE FIRE PROTECTION DETAILS SHEE 7. 7, NO CEILING GRID SHALL BE PERMITTED TO BE REMOVED. ONLY THE 71LE MAY BE REMOVED FOR THE ROU7ING OF PIPING AND DROPS ANDREINSTALLED UNLESS 07HEPWISE NOTED ON 7HE DESIGN PLANS. ALL REMOVED CEILING TILES MUST BE REPLACED AT THE END OF BUSINESS DAY AREAS LEFT EXPOSED SUCH AS BUT NOT LIMITED TO REMOVED CEILING TILES SHALL NOT BE RERM177E D. 9, THE CONTRACTOR SHALL BE RESPONSIBLE FORPURCHASING AND INSTALLING MATCHING CEILING TILES 70 REPLACE ANY CEILING TILES THAT HAVE EMPTY HOLES DUE TO SPRINKLER REPLACEMENT. 10. USE EACH EXISTING OUTLETS FOR ONE NEW ARM OVER 70 NEW SPRINKLER LOCATION UNLESS HYDRAULICALLY CALCULATED. CONTRACTOR SHALL INSTALL 1" INCH MECHANICAL TEES IF ADD17IONAL OUTLETS ARE REOUIRED. AFTER THE DEMOLITION IS COMPLETE, THE NEW SPRINKLER SYSTEM SHALL MEET ALL REQUIREMENTS OF NFPA 13. 11. CON7RAG OR SHALL PROVIDE NEW SPRINKLERS AS NECESSARY DUE TO PAINT, DAMAGE, ETC.. CONTRACTOR SHALL COORDINATE. 12, THE CONTRAC70R IS RESPONSIBLE FOR MAINTAINING THE FIRE LANES DURING THE SPRINKLER SYSTEM UPGRADE PROCESS THE CONTRACTOR SHALL COORDINATEWITH THE S70RE MANAGER A STAGING AREA FOR MATERIALS AND 70OLS TO BE USED FOR PROJECT PRIOR TO START OF WORK. 13. THE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING THE SHOP DRAWINGS, HYDRAULIC CALCULATIONS AND APPROVAL (BY THE ENGINEER OF RECORD AND AHJ) AS WELL AS INSTALLATION. 14. THE SPRINKLER CONTRACTOR MUST FIRST A JBM17 DOCUMENTS, AS OUTLINED IN THE PROJECT SPECIFICATIONS, TO THE FIRE PROTECTION ENGINEER OF RECORD FOR APPROVAL AFTER THE APPROVAL IS GIVEN, THE CONTPAC70P MUST SUBMIT TO THE AUTHORITY HAVING JURISDICTION FOR INSTALLATION PERMIT. 15. THE CONTPAC70R SHALL COORDINATE WITH THE STORE MANAGER ON THE AREA TO BE WORKED ON AT LEAST 24 HOURS IN ADVANCE. 16. THECONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE 70 ANY OF THE S70RES CON7EN7S (MERCHANDISE), OR THE BUILDING COMPONENTS AS A RESULT OF THE WORK SHOWN ON THE CON7RAC7 DOCUMENTS, 17 THE CONTPAC70R SHALL REPAIR ANY LEAKS OR REPLACE ANY LEAKING COMPONENTS AFFECTED BY THIS SCOPE OF WORK AT NO ADDITIONAL COST TO THE OWNER. 18, CONTRACTOR SHALL REVISE EXISTING/ PROVIDE NEW 1 -HOUR RATED FIRE PUMP ENCLOSURE. CONTRAC70R SHALL PREPARE AND SUBM17 ALL REQUIRED ITEMS TO THE JURISDICTION NECESSARY 70 OBTAIN APPROVAL AND PERMIT. SYSTEM IMPAIRMENT REQUIREMENTS 1, THE CONTRAC70R IS RESPONSIBLE FOR THE COORDINATION, VERIFICATION AND PROVISION OF A FIRE WATCH SUBJECTTO THE REOUIREMEN7S OF THE LOCAL JURISDICTION. ALLFIRE WATCH COSTS INCURRED AS A RESULT OF THIS PROJECT SHALL BE INCLUDED IN THE PROJECT BID AS A SEPARATE LINE ITEM, COORDINATION AND VE RIFICATON AS 70 WHEN A FIRE WATCH MAY BE NEEDED SHALL BE THE RESPONSIBIL17Y OF THE GENERAL CONTRACTOR. 2, THE GENERAL CONTRACTOR SHALL REQUEST THE STORE MANAGER TO N071FY ALARM CENTRAL OF THE SYSTEMS) BEING SHUT OFF FOR WORK AND THE DURATION OF THE SHUT OFF. 3, THE GENERAL CONTRACTOR SHALL CALL DIRECT TO THE FIRE DEPARTMENT AND ADVISE THAT THE FIRE ALARM SYSTEM IS IN TEST. 4. A7 THE END OF EACH NIGHTS WORK, THE GENERAL CON7RAC70R SHALL CALL DIRECT 70 THE FIRE DEPARTMENT AND ALARM CENTRAL TO ADVISE WORK IS COMPLETE. 5. A FIRE WATCH IN ACCORDANCE W17H SECTION 901.7 OF THE INTERNATIONAL FIRE CODE SHALLBE REQUIRED WHEN ANY FIRE PROTECTION SYSTEM 15 IMPAIRED OR o7 IT PWSE DOWN FOR ALTERATION. ADDITIONAL SPECIFIC REQUIREMENTS MAY BE NECESSARY DEPENDING UPON THE AUTHORITY HAVING JURISDICTION. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR ASSUMING THE ROLE OF IMPAIRMENT COORDINA70R TO DEVELOP AND MAINTAIN THE FIRE WATCH PLAN. THE PLAN SHALL ENSURE THAT A TRAINED INDIVIDUAL(S) WHOSE SOLE RESPONSIBIL17Y IS 70 PERFORM CONSTANT PATROL AND WATCH FOR THE OCCURRENCE OF FIRE IS ON SITE WHILE ANY SYSTEM IS IMPAIRED. THE FIRE WATCH INDIVIDUAL SHALL HAVE AN APPROVED MEANS OF COMMUNICATION TO REPORT A FIRE TO THE FIRE DEPAR7MEN7 AND/OR THE DESIGNATED CENTRAL STATION, AND DOCUMENT EVIDENCE OF THEIR PATROLS IN WRITING. A ONLY (1) ONE SYSTEM IS PERM177ED TO BE SHUT DOWN AT ONE TIME. 7. ANY FIRE DEPARTMENT FEES FOR FAILURE TO FOLLOW PROCEDURES WILL BE AT THE GENERAL CON7RAOF01A EXPENSE. 8. REQUIRED MEANS OF EGRESS SHALL BE MAINTAINED AT ALL 71MES DURING CONSTRUCTION. DEMOLITION, REMODELING OR ALTERATIONS AND ADD17ION5 TO THE STORE. ALL EXITS SHALL NOT BE BLOCKED, REDUCED OR OTHERWISE MADE INOPERABLE WHICH ALSO INCLUDES THE EXIT ACCESS, THE EXIT AND EXIT DISCHARGE 70 THE PUBLIC WAY, TEMPORARY MEANS OF EGRESS ARE ALLOWED. 9. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE END OF EACH WORKDAY. THE DESIGN SHOWN ON THESE CONTR, DOCUMENTS HAS BEEN PREPARED TO PROVIDE GUIDANCE FOR BIDDING ONLY SHALL SUBMIT COMPLETE FIRE SPRINKLER SHOP DRAWINGS AS REQUIRED BY SPECIFICATIONS. SPRINKLER SHOP DRAWINGS SHALL INCLUDE ALL NECESSARY ELEVATIONS HANGER LOCATIONS, PIPE LENGTHS. DIMENSIONS, FABRICATION METHODS/NOTES, MATERIAL DATA, AND ANY 07HER INFORMATION NECESSARY TO CLARIFY THE INTENT OF INSTALLATION. CONTRACTOR SHALL PROVIDE PIPE SIZES. SPRINKLER USED MUST BE APPROVED IN WRITING VIA THE REQUEST FOR INFORMATION PROCESS BY THE FIRE PROTECTION ENGINEER OF RECORD PRIOR 70 ANY BIDDING, FABRICATION, OR INSTALLATION. COORDINATE LOCATIONS OF FIRE PROTEC71ON COMPONENTS. INCLUDING PIPING. ALARMS. CONSIDERED DURING SHOP DRAWING PRODUCTION AND INSTALLATION: ADDITIONAL SPRINKLERS MAY BE REOUIRED AT NO ADDTIONAL COST 70 OWNER. REFER 70 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 3. CONTRAC70R MUST VISIT THE BUILDING SITE 70 DETERMINE THE FULL EXTENT OF THE EXISTING FIRE PP07ECTION WORK AND EXISTING CONDITIONS, BECOME TOTALLY FAMILIAR WITH THE DISCONNECTIONS, REMOVALS, RELOCATIONS AND/OR RECONNECTIONS OF EXISTING FIRE PROTECTION EOUIPMENT REQUIRED, AND COND17IONA IN THE PROPOSAL FOR THIS PROJECT. NO EXTRA COMPENSATION WILL BE PAID FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, AND/OR ALLOWANCE. 4. SUBMIT A REQUEST FOR INFORMATION FOR QUESTIONS REGARDING THE FIRE PPOTEC71ON DOCUMENTS PER RFI PROCESS LOCATED IN 7ITEFIRE PROTECTION SPECIFICATIONS. 5. NEUTRALIZATION WALLS, IF PROVIDED, ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. REFER TO MECHANICAL DRAWINGS FOR NEUTRALIZATION WALL PENETRATION DETAIL 6. PENETRATIONS OF "RATED ASSEMBLIES" SHALLBE FIRE S70PPED WITH AN APPROVED MATERIAL PERMETHODS REQUIRED BY PROJECT SPECIFICATIONS AND THE AUTHORITY HAVING JUPISDICnoN. FIRE SPRINKLER PIPING DEMOLITION NOTES mQSITE TO DETERMINE THE FULL EXTENT OF THE E%I STING FIRE PROTECTION WORK AND EXISTING CONDITIONS. BECOME TOTALLY FAMILIAR W17H 7HE DISCONNECTIONS, REMOVALS, RELOCATIONS AND/OR RECONNECTIONS OF EXISTING FIRE PROTECTION EQUIPMENT REQUIRED, AND CONDITIONS IN THE PROPOSAL FOR THIS PROJECT. NO EXTRA COMPENSATION WILL BE PAID FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, AND/OR ALLOWANCE. 2. UNLESS INDICATED OTHERWISE, DISCONNECT AND REMOVE ALL EXISTING FIRE PROTECTION COMPONENTS N07 INTENDED 70 BE REUSED, 3. DISCONNECT, RELOCATE, AND RECONNECT EXISTING FIRE PROTECTION SYSTEMS AND EQUIPMENT WHERE REQUIRED. 4, N 07 CAREFULLY THAT THE FIRE PROTECTION DRAWINGS ARE INTENDED TO INDICATE, ONLY DIAGRAMMATICALLY, THE EXTENT AND THE GENERAL CHARACTER AND LOCATIONS OF THE WORK INCLUDED. PROVIDE ALL WORK OBVIOUSLY INTENDED, BUT HAVING MINOR DETAILS OMITTED OR N07 SHOWN. COMPLETE AS REQUIRED TO PERFORM THE FUNCTIONS INTENDED FOLLOW THE CONTRACT DOCUMENTS FOR BUILDING DETAILS AND FIT HE TWORK OF THE FIRE PROTECTION DRAWINGS AND SPECIFICATIONS THERETO. 5, REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO AN APPROVED DUMPING SI7E AND CLEAN ALL FIRE PROTECTION WORK PRIOR THE PROJECT COMPLETION. 6, PERFORM ALL WORK ACCORDING 70 THE PROJECT PHASING SCHEDULE INFORMATION FOR THIS PROJECT. PROVIDE ALL NECESSARY FIRE PROTECTION WORK, TEMPORARY AND/OR OTHERWISE, AND USE WHATEVER MEANS NECESSARY. 70 CONFORM 70 THE REQUIRED CONS7RUCTION PHASING OF THE PROJECT, 7, CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING ITEMS DAMAGED DURING DEMOLITION AND CONSTPUCnoN. B_ CONTRACTOR SHALL PATCH ALL HOLES70 M A7CH ADJACENT SURFACES LEFT UNUSED AFTER EXISTING SPRINKLER PIPING OR EOUIPMENT IS REMOVED AND VACATED FROM THESE HOLES. 9. CON7R ACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING FIRE DEPARTMENT ACCESS ROADS THROUGHOUT THE PROJECT. 10. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE HE OL17ION SHALL BE LEFT IN SERVICE. 11 THE CONTRAC70R SHALL PROPERLY NOTIFY THE LANDLORD. THE LESSOR AND THE ADJACENT TENANTS A MINIMUM OF 48 HOURS IN ADVANCE BEFORE PROCEEDING W17H THIS WORK. ALL WORK SHALL BE SCHEDULED IN ADVANCE. I HYDRAULIC CALCULATION I THE CONTRACTOR IS RESPONSIBLE FOR PRODUCING AND PROVIDING THE AHJ AND THE ENGINEER OF RECORD HYDRAULIC CALCULATIONS WITH A MINIMUM SAFETY TAX 70R OF 59 FOR THIS PROJECT. NEW HYDRAULIC PLACARDS SHALL BE PROVIDED AND PERMANENTLY ATTACHED ON EACH APPLICABLE RISER IN ACCORDANCE W17H NFPA 13 PLACARD INFORMATION THE FOLLOWING INFORMATION MUST BE SHOWN ON THE PLACARDS FOR EACH UL PERFORMANCE BASE DESIGN. REFERENCE SPE CIFICATONA FOR ADDITION, INFORMATION. PLACARDS THAT ARE INSTALLED W17 INFORMATION. WRITTEN PERMANENT MARKER WILL NOT BE ACCEPTED. SYSTEM M: % AREA: % SPRINKLERS CALCULATED: XX SPRK END HEAD PRESSURE_ X HOSE DEMAND: XXX SYSTEM FLOW DEMAND: XXX. XX SYSTEM PRESSURE DEMAND: %X.%% SYSTEM SAFETY FAC70R: XX.XX INSTALLING CONTRAC70R: X UL PERFORMANCE BASE DESIGN PROJECT NC27954 7 THE FIRE PROTECTION ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THEY BE REOUIRED TO SUPERVISE THE CONDUCT OF THE WORK, THE CONSTRUCTION PROCEDURES FOLLOWED BY THE CONTRACTOR, SUBCONTRACTORS, THEIR RESPECTIVE EMPLOYEES OR ANY OTHER PERSON AT THE JOB 517E OTHER THAN THAT OF THE ENGINEERING FIRM'S EMPLOYEES. 8. CONTRAC70R MUST REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO BID, SHOULD MODIFICATIONS TO THESE PLANS BECOME NECESSARY TO PROPERLY COORDINATE THE SYSTEM WITH ALL OTHER TRADES, IT WILL BE THE CONTPAC70R'S RESPONSIBILITY TO OBTAIN APPROVAL OF THE CHANGES FROM BOTH THE AUTHOR17Y HAVING JURISDICTION AND THE OWNERS DESIGNATED REVIEW CONSULTANT IN ADDITIONTO OBTAINING THE NECESSARY APPROVALS THE CONTRAC70R MUST MAKE N07E OF ANY FIELD OR COORDINATION CHANGES ON THE INSTALLATION DRAWINGS, AND THEN MUST PROVIDE A SET OF AS -BUILT DRAWINGS ONCE COMPLETE. 9. CONTRAC70R MUST VERIFY ALL DROP DOWN LOCATIONS AT EXTERIOR WALLS WITH THE PROJECT MANAGER PRIOR TO INS7ALLATAN. 10. ALL PIPING MUST BE COORDINATED AROUND FRAMING MEMBERS AND PROPERLY INSTALLED INSIDE THE BAR JOIST. 11. CONTRAC70R SHALL ROUTE PIPING AROUND ALL OBSTRUCTIONS AND PROVIDE SPRINKLER PROTECTION UNDEROBSTRUCTIONS, AS DETAILED IN NFPA 13 STANDARDS AS PART OF THE FIELD COORDINATION AT NO ADDITIONAL COST 70 OWNER. 12. ALL SPRINKLER DEFLEC70R DISTANCE REQUIREMENTS SHALL BE IN ACCORDANCE TO THE STANDARDS OUTLINED IN NFPA 13. 13. ALL PIPING PASSING THROUGH CMU WALLS SHALL BE INSTALLED W17H ONE INCH CLEARANCE ON ALL SIDES. (CORE DIAMETER EQUAL TO PIPE +2"). ALL CORES SHALL BE COORDINATED WITH STRUCTURAL REINFORCING. CONTRAC70R 15 RESPONSIBLE FOR PROVIDING ALL CORING W17H PROPER CLEARANCE AT ALL CMU WALLS GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A 7W0 INCH CLEARANCE AROUND ALL PIPING PASSING THROUGH CONCRETE SLABS, THE SPRINKLER CONTRAC70R SHALL FILL ALL CLEARANCES W17H APPROVED MASTIC 14. PROVIDE FLUSHING CONNECTIONS IN ACCORDANCE W17H THE STANDARDS OUTLINED N NFPA 13. 15. PROVIDE ALL NECESSARY OFFSETS, RISES OR DROPS IN PIPINGAND AUXILIARY DRAINS REQUIRED BY BUILDING CONDITIONS 16. EXAMINE THE JOB CONDITIONS AND VERIFY ALL MEASUREMENTS, DISTANCES, ELEVATIONS. CLEARANCES, ETC. 17. ARCH17ECTUPAL AND ELECTRICAL BACKGROUND INFORMATION IS SHOWN FOR COORD INA ION PURPOSES ONLY. REFER TO 7HE AON7RACT DOCUMENTS FOR LOCATIONS, SIZES AND QUANT171ES OF 07HER TRADE WORK. 18. SPRINKLER SPACING SHALL BE PER NFPA 13 UNLESS 07HERWISE N07ED ON PLANS AND/ ORPROTECTION CRITERIA LEGEND. 19. INTERFACE SPRINKLER SYSTEM W17H FIRE PROTECTION SUPERVISORY SYSTEM. 2D. ALL MATERIALS SHALL BE UL LISTED OR FM APPROVED. SPRINKLER PIPE SHALL BE MANUFACTURED 70 STANDARDS RECOGNIZED BY NFPA 13., THREADED PIPE SHALL HAVE A CORROSION RESISTANCE RA71NG OF 1.0 OR GREATER. CRIMP -TYPE COUPLINGS SHALL NOT BE USED. THREADABLE 7HINWALL PIPE WITH CORROSION RESISTANCE RATING OF LESS THAN 1.0 SHALL BE USED ONLY W17H ROLL GROOVE FITTINGS. 21. IF REOUIRED, PROVIDE 24 VOLT AC, ELECTRIC BELL, MODEL N0. PBA248, ELECTRICBELL BY P07TER ELECTRIC SIGNAL OF ST. LOUIS, MISSOURI, LOCATE AS REOUIRED BY AUTHOR171ES HAVING JURISDICTION. PROVIDE NEW DOUBLE POLE VANE TYPE FLOW DETEC70R, MODEL N0. VSR-F, BY POTTER E LEC7RIC SIGNAL OF S7, LOUIS, MISSOURI. SET ADJUSTABLE DELAYED SIGNAL AT 3C SECONDS. MOUNT WATER FLOW INDICA70RS NO HIGHER THAN 6 FEET ABOVE FINISH FLOOR. 22. ALL SPRINKLER SYSTEMS THAT ARE TO BE MODIFIED SHALL BE HYDROSTATICALLY 7ES7ED PER NFPA 13 PRIOR 70 SPRINKLER SYSTEM MODIFICATION AND SHALL BE RE-HYDRo57ATICALLY TESTED AFTER COMPLETION OF WORK. 23 DO N07 HANG OR SUPPORT ANY LOADS OR MAKE ANY A77ACHMENTS TO THE METAL ROOF DECK OR JOIST BRIDGING. 24. SAMMY SCREWS ARE NOT PERM177ED. 25. CEILING FLANGES ARE N07 PERM17TED. 26. PROVIDE RETAINING STRAPS ON HANGERS WHERE REQUIRED. 27. CONTRAC70R IS TO COORDINATE FINAL SPRINKLER HEAD LOCATIONS AND PIPE ROUTING SUCH THATTHEY DO N07 INTERFERE W17H NOR RECEIVE DAMAGE FROM THE NORMAL OPERATIONS OF THE AREA AIR RELEASE VENT SPRINKLER CONTRACTOR SHALL INSTALL ONE 01 AUTOMATIC AIR VENT NEAR THE HIGH POINT OF EACH WET SYSTEM . SEE DETAIL 3/FP3 CONTACT INFORMATION DOCUMENTS INCLUDE JURISDICTIONAL REQUIREMENTS PROVIDED BY THE FOLLOWING CON7AC7S: FIRE SPRINKLER REVIEWING AUTHOR17Y: ETHAN ROE -BUILDING INSPECTOR 2181. 16TH IT, BL AI R, HE 68008 (402)426-4191 APPLICABLE CODES NFPA sTANOARD: EDTON: NEPA 13 2102 NFPA 20 1999 UL GUIDELINE: UL LLC TECHNICAL REPORT PROJECT 4788122552, 47897050878, NC27954 SHEETINDEX FRI FIRE PRo7ECTON 517E PLAN FPS OVERALL FIRE PROTECTION PLAN FPS 1 ENLARGED FIRE PR07ECTION PLANS FP3 FIRE PROTECTION DETAILS sroRE ADDRESS 1882 HOLLY IT. BL AIR NE 68008 Q)n H 5.0 Z � mofl P 'oa -<5a smimam mio aB=d'�'Sw$ g woE-"a.amR3 -``=30 -oa a3: o FL 00 (/ E -:C) LLJ mo r� NNov LL O 0 Q m 0 o E:= CO m 19 ISSUE BLOCK AD ACKED BY ERR DOCUMENT - -1 FIRE PROTECTION SITE PLAN HFET FP 1 ALL AREAS SHOWN HATCHED TO BE FIELD VERIFIED BY THE SPRINKLER CONTRACTOR PROTECTION CRITERIA BASED ON 2002 NFPA 13 TO ENSURE REMODEL WORK DOES NOT AFFECT SPRINKLERS AND/OR PROVIDE OCCUPANCY DENSITY HOSE ALLOWANCE MA%IM UM SPRINKLER SPACING COMMENTS ADE RUATE SPRINKLER PROTECTION IN ACCORDANCE WITH NFPA 13. SPRINKLER CONTRACTOR TO DEMO SPRINKLERS AND ASSOCIATED PIPING AS NECESSARY AND PLUG EXISTING OUTLETS ACCORDINGLY. REFER TO ENLARGED FIRE PROTECTION CLASSIFICATION (GPM) (SO FT) PLANS FOR DETAILS. ALL EXISTING SPRINKLERS AND SYSTEMS TO REMAIN CORRIDORS/TENANT SPACES/GROCERY PREP/FOOD TENANT/OFFICES (MISCELLANEOUS STORAGE) .20/1500 SO FT 250 130 CLASS I-IV UP TO 5'-0': 13; 12.1.101.2, TABLE 12110.1.1, FIGURE 1211D CURVE 3 UNLESS NOTED AND/OR HATCHED OTHERWISE. PROTECTION CRITERIA LEGEND BASED ON 2016 NFPA 13 CHAPTER 21 OCCUPANCY DISCHARGE PRESSURE HOSE MAXIMUM SPRINKLER CLASSIFICATION ( OPERATI NC SPRINKLERS - DESIGN AREA) ALLOWANCE SPACING DESIGN BASIS (GPM) (SO FT) SALES FLOOR & INTERIOR GARDEN CENTER 10 PS (12 AS-4S/3L) 25D 140 CLASS -IV ON SHELF TO 12'-0' (25-0 CEILING HEIGHT), 5-0 AISLES UL LLC TECHNICAL REPORT PROJECT (NRC - OPTION 1) 4788122552. NC27954 - TABLE 2 SUMMARY OF TESTS, TESTS GONDOLA 10051702 / SRR 04281702 PICKUP 2.0 (TABLE 3: OPTION 3) 7 PSI (12 AS-4S/3L) 2501pp TOTE STORAGE ON RALLIES (CARTS) UP TO MAX. 8'-0WITH UP TO TWO TOTES HIGH ON STORAGE BEAM ABOVE PALLY CARTS TO MAX. HEIGHT OF 8'-0". OTHER PRODUCT STORAGE ON TOP ALLOWABLE TO TOTAL MAX HEIGHT OF 10-0. NO TOTES ALLOWED ABOVE 8'-0". UL LLC TECHNICAL REPORT 47897050878. NC 27954 - 'ABLE 2 SUMMARY OF TESTS, TEST 12092002 & 12102002 RC = RETAIL CEILING/NRC = NO RETAIL CEILING SRR = SINGLE ROW RACK 5L = STORAGE LOW/SH = STORAGE HIGH REFERENCE SPRINKLER PLANS AND SPRINKLER SYMBOL LEGEND DRE = DOUBLE ROW RACK FOR SPRINKLERS NECESSARY TO MEET THE DESIGN REOUIREMENTS MRN = MULTIPLE RDW RACK GENERAL PIPING AND DEMOLITION NOTES 1. CONTRACTOR MUST VISIT THE BUILDING TO DETERMINE 5, CONTRAC70 IS RESPONSIBLE FOR REPAIRING OR THE FULL EXTENT OF THE EXISTING FIRE PROTECTION WORK REPLACING ITEMS DAMAGED DURING DEMOLITION AND AND EXISTING CONDITIONS, BECOME TOTALLY FAMILIAR WITH CONSTRUCTION. THE DISCONNECTIONS, REMOVALS, RELOCATIONS AND/OR RECONNECTIONS OF EXISTING FIRE PROTECTION EQUIPMENT 6 CONTRACTOR SHALL PATCH ALL HOLES TO MATCH REO UIRE D, AND CONDITIONS IN THE PROPOSAL FOR THIS ADJACENT SURFACES LEFT UNUSED AFTER EXISTING PROJECT. NO EXTRA COMPENSATION WILL BE PAID FOR LACK SPRINKLER PIPING OR EQUIPMENT IS REMOVED AND VACATED OF SUCH DETERMINATION, FAMILIARIZATION, AND/OR FROM THESE HOLES, ALLOWANCE. 7. CONTRACTOR 15 RESPONSIBLE FOR PROVIDING AND 2. UNLESS NOTED OTHERWISE, DISCONNECT AND REMOVE MAINTAINING FIRE DEPARTMENT ACCESS ROADS THROUGHOUT ALL EXISTING FIRE PROTECTION COMPONENTS NOT INTENDED THE PROJECT. TO BE REUSED. 8. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE 3, REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO AN DEMOLITION SHALL BE LEFT IN SERVICE. APPROVED DUMPING SITE AND CLEAN ALL FIRE PROTECTION WORK PRIOR TO PROJECT COMPLETION. 9, ALL WORK SHALL BE PERFORMED SO AS TO NOT INTERRUPT SERVICE, THE CONTRACTOR SHALL PROPERLY 4, PERFORM ALL WORK ACCORDING TO THE PROJECT NOTIFY THE LANDLORD. THE LESSOR AND THE ADJACENT PHASING SCHEDULE INFORMATION FOR THIS PROJECT. TENANTS A MINIMUM OF 48 HOURS IN ADVANCE BEFORE PROVIDE ALL NECESSARY FIRE PROTECTION WORK, TEMPORARY PROCEEDING WITH THIS WORK. ALL WORK SHALL BE AND/OR OTHERWISE, AND USE WHA EVER MEANS NECESSARY, SCHEDULED IN ADVANCE_ TO CONFORM TO THE REQUIRED CONSTRUCTION PHASING OF THE PROJECT. 10, ALL SYSTEMS TO DE LEFT IN SERVICE PRIOR TO THE END OF EACH WORKDAY. 0 20' 40' 60' 80 Q)n Z � An P 66 SSD -<Sa Hmimam g o•9 io 66 00 00 E—::9 zN � BE Qmo mo E= CO w ISSUE BLOCK PBo�� OVERALL FIRE PROTECTION PLAN HEETFP2 SPRINKLER CONTRACTOR KEYNOTES NOTES CONTRACTOR SHALL' 13.901 CONNECT NEW PIPE To EXISTING CROSS MAIN OR BRANCHLNES. COORDINATE ALL PIPE ROUTING AND PIPE LOCATIONS ITIT ALL OTHER TRADES AND CUT/ADJUST/INSTALL NECESSARY PIPE EXISTING SITE CONDITIONS PRIOR TO AND FITTINGS. SPRINKLER SYSTEM 13,902 HANGERS SHALL BE INSTALLED ON NEW FABRICATION/INSTALLATION. PIPE PER NEPA 13 AND DETAIL 2-FP3 2. INSTALLATION SHALL COMPLY WITH NFPA 13, 13,903 MECHANICAL TEES SHALL BE INSTALLED STATE, AND LOCAL REQUIREMENTS. PER MANUFACTURER DATA SHEET IF 3. EXISTING SPRINKLERS AND BRANCHLINES TO ADDITIONAL OUTLETS ARE REQUIRED. REMAIN UNLESS NOTED OTHERWISE CONTRACTOR SHALL BE ALLOWED 0 USE ALTERNATIVE METHODS FOR ADDITIONAL 4. SPRINKLER LOCATION DENOTED ON PLANS ARE OUTLETS WHICH MATCH/EXCEED EETHE NEW SUBJECT TO FIELD VERIFICATION. SPRINKLERS PIPE SIZE CONNECTING 0 HE EXISTING SHALL BE LOCATED IN ACCORDANCE WITH PIPE SUCH AS: CUT -IN TEES, EXISTING NFPA 13. UNUSED/PLUGGED OUTLETS OR AN END OF BR ANCHLINE CAP 5. ALL NEW AREAS OF WORK SHALL BE 13.908 REMOVE SPRINKLES) AND PLUG DESIGNED AND INSTALLED AS ORDINARY R GROUP II HAZARD OR GREATER AS DEFINED OUTLEE(S) AS NECESSARY. BY NFPA 13, UNLESS ALLOWED OTHERWISE BY SPECIFICATION 13900 OR By THE FIRE 13914 ALL NEW SPRINKLERS INSTALLED PROTECTION DESIGN CONSULTANTPER ADJACENT TO EXISTING SPRINKLERS WITH . NO SEPARATION BETWEEN THE TWO: BR AKRT GUIDELINES, ONLY RESTEDLIGHT AND HAZARD MAY BE CONSIDERED LIGHT SHALL MATCH EXISTING SPRINKLER SIZE HAZARD. TYPE, K -FACTOR, RESPONSE, FINISH, AND TEMPERATURE (UNLESS NOTED OTHERWISE) 6 ALL HEADS AND PIPING SHALL BE INSTALLED PER APPROVED SHOP DRAWINGS UNLESS 13.919 PROVIDE NEW SPRINKLERS IN THIS AREA GIVEN WRITTEN AUEHORIZAEION BY THE FIRE To COMPLY WITH NFPA 13. USE EXISTING PROTECTION DESIGN CONSULTANT. OU TLETS AND/OR MECHANICAL TEES NOT MORE THAN ONE SPRINKLER SHALL BE AUXILIARY DRAINS SHALL BE PROVIDED AS SUPPLIED BY 1" PIPE OR CONNECTION. REQUIRED BY NFPA 13 OR SPECIFICATION 13900. REF. 3 -FPS 13.929 FOR SYSTEMS WITH A MAXIMUM PRESSURE 8. CEILING TILES ARE SCNEDULEO TO BE THAT EXCEEDS 100 PSI, AND WITH REPLACED IN VARIOUS ROOMS THROUGHOUT TPIT AOUGHRN LI PENDENT POSITION THE STORE. SPRINKLER CONTRACTOR SHALL ND SO I A CEILING, HANGERS FOR THE COORDINATE ANY FIRE SPRINKLER WORK IN END SPRNKLER MUST BE OF A TYPE THESE AREAS WISH GENERAL CONTRACTOR. THAT WILL PREVENT UPWARD MOVEMENT OF THE PIPE, PER NFPA 13 AND MAY NOT EXCEED 12" IN LENGTH IN AND AROUND ALL AREAS OF REMODEL SCOPE OFWORK, CONTRACTOR MUST FIELD CHECK AND VERIFY THAT SURROUNDING SPRINKLER COVERAGE IS ADEOUATE AND COMPLIES WITH ANY AND ALL APPLICABLE CO DES, INCLUDING BUT N0E LIMITED TO NFPA 13, STATE AND LOCAL CODES, AND ANY ADO IT10NAL REQUIREMENTS BY THE AUTHORITY HAVING JUPISOICnoN. ROUTESPRINKLER PIPING AS NECESSARY TO AVOID CONFLI CE WITH ANY ROOF PENETRATION INCLUDING BUT NOT LIMITED TO NEW OR RELOCATED RTU S, AND EXHAUST FANS THAT CREATE CONFLICTS WITH NEW OR EX SLING SPRINKLER PIPING. ADD OR RELOCATE SPRINKLERS AS REQUIRED TO COMPLY WITH NFPA 13 SPACING AND OBSTRUCTION REQUIREMENTS IN AREAS THAT DO NOT SHOW FIRE PROTECTION, EXISTING FIRE PROTECTION WILL REMAIN CONTRACTOR SHALL REMOVE/DEMO ALL EXISTING UPRIGHT SPRINKLERS IN GARDEN CENTER. INSTALL NEW OMER FURNISHED 155 DEG. OR 11.2K UPRIGHT SPRINKLERS TY 5131. MAXIMUM COVERAGE AREA SHALL N0E EXCEED 140 SQ. FT. MAXIMUM SPACING 15' APART, MINIMUM SPACING 6' APART. 8 IN o.. ti1 1 \� AO6E \� AOs \; Ao4 "# AO- `{ ' A06 2 i Aas 2 , Ao4 2 i�A03 2 A02 2 �`_—_'��______' Bio ]-8 Bio ]-B ]-97�0 ST coNTINueD ON Y De I rot ' FPS o 0 0 0 0 0 FP CONTRACTOR TO VERIFY CE. SPRINKLERS AN E SO CE IN ACC RDANCE 13 CONTRACTOR SHALL INSIN AREAS OPRINEWERS ADDITO AL NOUISPRNKLNRSAMAY - - ---- `y------` ---'- `!_110 f5 106--- i ALONG - o---- ---0 O O REMOVE/DEMO ALL EXISTING CONSTRUCTION PER NFPA 13 RED, UPRIGHT SPRINKLERS IN PICK UP TYPICAL OF 4 1p2 STOCKROOM. INSTALL NEW OWNER 4 CONTINUED ON FURNISHED 155 DEG. 16.8K o 0 0 0 0 0 FPS UPRIGHTS TYJ158. MAXIMUM COVERAGE AREA SHALL NOT i EXCEED 100 SO. FE, MAXIMUM -- SPACING 12' APART, MINIMUM f� SPACING 6' APART. 0 �l z T is 2 min ` i� rs uns � xi� I SEASONALI CUSTOMER t(21C) O SHOP ® A SERVICE O 5' fX fX fX fX 112 fR 108104 P P P --------- ' i _ i _. i ___ i_-- i - __ ri_— - _ T __ _-- - - - D - � I L li _ io io io - moi` _I PICKUP "4 i � e Eoa 3 E 3 ; SRQTQGE E ;� 30300 ' PE ¢ ¢_ ¢ oLL _ _`Q �E� - 90 3 5 CONTINUED ON �� 4 �''^ 4'" 4 �''^ 4 i,G 4 Fo .. �aaraa.aa�a„<L,>naaEP„>cE O & T z �T � -- --- -- -- sa FPS Q�L�1'---------r----------r----------r---------6B, B6E 7 -EM ] 9 OAST i 7-5 U 9 02E6 BIT AS. 82 13.901 3 902 13.903 ,13.908 113914 13.901 13.902 13.903 13.908 13.914 13.919 2 PIICKUP2.0 STORAGE PLAN SEASONAL PLAN D' 2' 4' 8' 12 16 D' 2 4' 8' 12' 16' sroRE ADDRESS 1882 HOLLY IT, OF AIR NE E8008 va H Z � ofl �c P 'oa 6�D -<5a-m3mam �w 0-- M, g o•9 io Mm Rw H. OR a3: 00 <2� LFTl m LLJ (Y BE o m � o m0 E= CO w ISSUE BLOCK ''yyA9,EPX �, tr ENLARGED FIRE PROTECTION PLANS �H�FP2.1 1" NIPPLE 1" V4r' CAP 1PE-O-LET 1" GLOBE VALVE 1" PIPE -O -LET 1" NIPPLE 1" GLOBE VALVE 1" CAP AUXILIARYDRAIN DETAIL 4 NTS 1020.04 BCF25-1 AIJ 70MATIC AIR VENT INSTALL AT HIGHEST POINT OF SYSTEM PER MANUFACTURER'S GUIDLINES AND 'I INCH OUTLET IN AN AREA ACCESSIBLE FOR MAINTENANCE IAPPROVED DEVICES: 1, ENGINEERED CORROSION SOLUTIONS MODEL EJECTOR AUTOMATIC AIR VENT: :2, SOU TH TEK MODEL DUAL VENT 02 RELEASE SYSTEM L3. CONTRACTOR TO SHOW AIR VENT LOCATIONS ON AS BULL DRAWINGS SUPPLY MAIN AUTOMATIC AIR VENT INST7AND1 HIGHEST POINT OF SYSTEM MANUF ACEURER S GUIDLINEOUTLET IN ANAREA ACCESSIBLE FOR MAINTENANCE 3 AIR RELEASE VENT DETAIL NTS HANG 4 AND 8 INCH PIPE WITHIN 3 INCHES OF PANEL POINT PIPE 3 AND AND SMALLER NOT REOUIRED TO BE WITHIN 3 INCHES OF PANEL POINT FOR AND s INCH PIPE, USE THRU BOLT CO WHEREE POSSIBLE. USE TRAPEZE HANGER WNJ0151 PANEL POINTS TYP JOIST WEB CONFLICTS WITH THOU BOLT 6" 24" MAX �DCK EYP MAXWW�,JMIN BEAM MP T P TO HORO AL/�25OF J MAINTAIN ASIBLE CLEARANCE BETWEEN PIPE AND JOIST MEMBERS TP 6 IN CN AND SMALLER PIPE 4. 6 AND 8 INCH PIPE 8 INCH PIPE MAXIMUM HANGER SPACING FOR PIPING PERPENDICULAR TO JOISTS NOTE: FOR PROJECTS REQUIRING BEAM CLAMP THRU-BOLE BEAM CLAMP SEISMIC BRAONC NOT TRAPEZED NOT TR APEZED TRAPEZED CONTRACTOR MUST USE 4" PIPE EVERY12'-0" 4" PIPE EVERY 12-D' 4" PIPE RETAINER STRAP IF TOP EVERY OEH ER JOIST EVERY OTHER JOIST NOT NECESSARY BEAM CLAMPS ARE USED FOR HANGER CONNECTION A PIPE EVERY 8'-0" B" PIPE EVERY12'-0' 8" PIPE EVERY JOIST EVERY OTHER JOIST NOT NECESSARY 8" PIPE 8" PIPE EVERY 6 0 8 PIPE EVERY C-0" NOT ALLOWED EVERY JOIST EVERY JOIST PIPE RUNNING PERPENDICULAR TO JOISTS 1/4 2%2 SQUARE WASHER & HEX NUT THRU BOLT TIP s' MAX 1/2" ALL THREAD ROD. L T l FENDER WASHER & HEX NUT Ei 3.5' X 25' X 25" ANGLE TRAPEZE REO'D FOR E'MAINS 4" X 4" X 25ANGLE TRAPEZE REO'D FOR 8' MAINS—i —TOP CHORD OF J0117 EYP 12" DO N0T HANG 2 OR MORE 12' MIN MAINS 4" OR LARGER BETW EN MIN THE SAME JOI Si SPACE 4" PIPE E EBY 12—C" C" PIPE EVERY 12—D PIPE EVERY 12-01 PIPE RUNNING PARALLEL TO JOIST CONTRACTOR MAY SUBSTITUTE ANGLE IS TRAPEZE UTILIZE THESE HANGING METHODS FOR ALL SPRINKLER MEMBER WITH PIPE MEMBER, SIZE PIPE MEMBER IN PIPING. SPACE TRAPEZE HANGERS IN ACCORDANCE ACCORDANCE WITH NFPA-13 AND MAINTAIN 12 INCH WITH SCHEDULE. LOCATE HANGERS WITHIN 3 INCHES MAXIMUM DEFLE CTDR DISTANCE OF JOIST PANEL POINTS U.N.O. NOTE: DO NOT SUPPORT SPRINKLER PIPING FROM B0770M CHORD OF BAR JOISTS 2 —PIPE SUPPORT DB22 12 BAF02—A OR2 ORi EXISTING �UDRAIN WITH � N� PRESSURE RE RELIELI EF VALVE EXISTING FLOW SWITCH NEIN HYDRAULIC PLACARDD E EXISTING BUTTERFLY VALVE WITH. BUILT IN TAMPER SWITCH TVP BOR2 BOR1 L CONTINUE ON ELEVATION A ELEVATION B � a � FLG FLOOR <;7 CONTINUE ON ELEVATION B ELEVATION A EXISTING'E AMES 3000SS DCDA EXISTING RISER PLAN ALL FIRE PROTECTION TO REMAIN, NO NEW WORK UNLESS NOTED OTHERWISE. FIRE RISER DETAIL FOR REFERENCE ONLY. va z= moi P o; <sasmmam womo=Hw, 5 o.g cao — wo�wm"a"amRw 00 00 E—::9 zNo X00 Qmo mo E= CO w ISSUE BLOCK FIRE PROTECTION DETAILS HEETFP3 AIR DEVICE SCHEDULE MARK SERVICE MANUFACTURER MODEL SME FRAME TWE FACE SIZE NOTES TGw TRANSFERAIR TUTTLEa BAILEv RH aRICE CARNES VOLUME I n,SD EXEDBLADE e,L WALL GRILLE RSHAH BALANCE DAMPER SCHEDULE suRFACE MOUNT REFERTO DRAvmNGS B,E TYPE MANUFACTURER I MODEL ROUND AES/v 11D RUSKIN / WM RS25 RECTANGULAR AES/AMD4 RUSKIN / WM D25 GENERAL INFORMATION(ALL DEVICES)'. 1. INSTALL BOTTOM OF WALL MOUNTED AIR DEVICES AT ELEVATION INDICATED ON DRAWINGS UNLESS NOTED OTHERWSE. 2. BALANCE DAMPER CONTACTS AES- (800) 78&0402 PINK(816)701-7470 NOTES A. 3LWAV (DBT -DBI GAP WAY (D34DB8) THROW UNLESS SHOWN OTHERWISE WTH FLOW ARROWS ON PLAN. B. ALL STEEL CONSTRUCTON. C. ALLALUMINUM CONSTRUCTION. D. BRANCH DUCT SIZE SHALL BE SAMEAS NOTED DIFFUSER NECK SIZE UNLESS NOTED OTHERw SE. E. STANDARDWHTE FINISH. F. PRO VIDE NECK FOR DUCT CONNECTION. G. DROP BOX DIFFUSERS FURNISHED BY OMER INSTALLED BY CONTRACTOR. REFERENCE SPECIFICATIONS. H. PROVIDE INTEGRAL OPPOSED BLADE DAMPERS ON ALL DRUM LOUVERS ON DROP BOXES WITH BRANCH DUCTWORK ATTACHEDTO THE SUPPLY PLENUM. PROVIDE MANUFACTURERS OPPOSED BLADE DAMPER ACCESSIBLE THROUGH FACE UNLESS NOTED OTHERWISE. J. PROVIDE WITH FASTENERS FOR COM PLEfE(NON ITINGED) REM OVABI DTV OF GRI LLE. DO NOT PROVI DE R LTER U N LESS NOTED OTHERWI SE. K. —02" SLOTS WITH MANU FACTU PER'A I N SU LATED PLEN U M(TUTTLE&.1 LEY LP, PRI CE J SPI, CARNES CXPC) L REFER TO PLANS FOR DIRECTIONAL ARROWS INDICATING CFM THROWS FOR PROPER GRILLE SELECTION. NO DIRECTIONAL ARROWS INDICATES 4WAY THROW M. PROVIDE ROUNDNECKADAPTER N. PROM DE CEILING TRANSITION REGISTER BOX WITH I6"OR24"PLATEFORROUGH-IN. I I 2 I I I I I I IFF z 1 1 F J - P - - - - - _ _7 - - - - - - - - - ' BREAKROOM ° ------�---- F1 I I GROCERY LES I 1 1 1 1 1 1 tT LLjTl o 1 1 1 1 o I IIII I III y� � ADJUST TOP of EXISTING FCO FLUSH�U %%W %yYYYyyYYyYYYyYY WTH EXISTING CONCRETE REPLACE FCO WTH NEW IF EXISTING FCO CANNOT TTTTTTWTTTTTTWTTT eEADJusTED VNTH coNCRETE. �yri rivyrivyrivy� LiE:S S __1° -- EXISTING FCO 5425 Li C=Z�I HGX WPOF2 H nsTOMER \ c RIE -�-------- --- � _ F1E=I7_ o l I I ------------------ PHARMACY.. -f—F— COVERALL MECHANICAL AND PLUMBING PLAN I ,.-20,0. 24 HOURS PRIOR TO SHUTTING DOWN ANY REFRIGERATION SYSTEMS, HVAC SYSTEMS OR BUILDING AUTOMATION CONTROLS SYSTEMS, 1 SEND EMAILTO NSRM@WALMART.COM. THEE MAIL SHALL STATE WHAT, WHY, AND WHEN IT IS BEING SHUT DOWN AND How LONG T IS ANTaPATED TO BE DOWN. THEN SEND A FOLLOW UP E-MAILTO NSRM@WALMART COM AFTER THE WORK IS COMPLETE AND THE SYSTEM IS BACK UP AND RUNNING. OO � 3 m J> tea. Who -a3a o§Q'o INS oa a3 0 W w6 z �� T oS ED 0 ED O rr F��\ UPJ N ISSUE BLOCK CHECKED BY BRW DRAVNV BV'. DMT PROTO CYCLE'. 03/20/21 DocuMENT DATe osn e/2, ' IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNEDAND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). J`CFOF NC-e�^, OVERALL MECHANICAL AND PLUMBING PLAN SHEET MP1 FLOOR MARK MANUFACTURIER1 MODEL DESCRIPTION F03 sIOUXOSAM J F63CHIEF 000]0 D 111111GTT DUTY PVCVNTH O" GIAM ETER OSESET PVC HALF GRATE MARK MANUFACTURER MODEL DESCRIPTION FW, zURN SIOUxCHIEF AB IT SMITH _s WATTS OATEN 21400 052 a,00 4221 55000 GO 200 74000 CASTIRONORPVCBOGV ROUND EXTRAHEAFY DUCAST OR DUCTILE IRON TOP, POLYPROPYLENE ORABS PLUG, ADJUSTABLETO FINISH SURFACE. GENERAL INFORMATION (AS APPLICABLE)'. 1. REFER TO PLANS FOR DRAIN OUTLET SIZE. 2. LOAD CLASSIFICATIONS LIGHT DUTY 0000 LBS, MEDIUM DUTY 2000 TO 4999 LBS, HEAVY DUTY 5000 TO 7499 LBS, EXTRA HEAVY DUTY 7500 TO 9999 LBS. ALL DRAINS AND CLEAN OUTS ON THE INSTALL OPEN HALF SA LES FLOOR SHALL BE FLUSH ITH OF GRATE UNDER THETOP OF CONCRETE SLAB, Do NOT REFRIGERATED CASE SLOPE FLOOR TOTHESE DRAINS ACCESS TO CONDENSATE CASE CONDENSATEDRAIN, DRAIN ISTHRUREMOVABLE EN D OPEN OVER GRAIN PAN EL ON FRONT OF I AIRGAP REFRIGERATED CASE REF REFRIGERATION REFRIGERATED CASE KICKPLATE FLOOR FLOOR DRAIN BODY WITH 2oULET PI HE INCREASERI F REQUIRED) NOTE PIPE INCREASER ONLY REQUIRED CONNECTINGNNECTING WASTELINESIZE SHOVNV ON PLANS IS LARGER THAN FLOOR DRAW OUTLET SIZE JFIFH P -TRAP LOCATE FLOOR DRAIN WHERE SHOWN ON DIMENSIONED PLUMBING FLOOR PLAN REFRIGERATED CASE DRAIN NTS — — — — — — — — — — -C PRIOR TO SETTING NEIN REFRI GERATEG CASES, THOROUGHI CLEAN ALL DEBRIS FROM FLOOR DRAIN ANGOR FLOOR SINK GRATES AND BODIES. HYDRO -JET EACH FLOOR GRAIN ANG/OR FLOOR SINK TO TH E MAIN. ALLREFRIGERATEG CASE GRAIN ouTLETs SHALL BE a IN szE. SS ETR 15422 EXISTING 0'-0" s 0'-0" STRUCTURAL FOOTING ALL REFRI GERATED AT 16 BELOW FINISHED CASE GIM ENSI FLOOR. FROM EDGED GW ETR CONTRACTOR SHALL 422 ETH TO CENTER O ,5NERALTEROR UNDERMINE FOOTING. ROUTE 2" VENT 5 VTR ROUTE 2"VENT ABOVE CASES. p� -- ALONG COLUMN TO STRUCTURE. J3 2-0 �— —------- ----- { 2' 0" olvs ARE F CASE F DRAIN. I REAR GROCERY PLUMBING PLAN �f U -BOLT PIPE CLAMPTVP EVENT THRU ROOF (VTR) l v /NTs O O rJI BREAKROOM KFURNISHEOBYMILLWORK/R PANEL M FG. INSTALLED BV GC. CONNECT TO EXISTING DVN/ AND WATER SERVICE REPLACE TAILPIECE, P -TRAP, SUPPLY LINES AND SHUT OFF VALVES 15406) r—,1 BREAKROOM PLUMBING PLAN L1/0"-1'0• MEMBRANECLAMP FLOOR SLAB ON GRADE SAME SIZE AS SEWER UP T04" MAXIMUM LoNG SWEEP ELBowAT POPE OF RUN CoM BI NAT ON WYE AND EIGHTH BEND IN RUN. ENTER Top OF PIPE. DIRECTON ~� OF FLOW (� FLOOR CLEANOUT `r NTs mel Imo, D — — PHARMACY — — C DISCONNECT/RECONNECT EXISTING SINK, WATER FILTRATION SYSTEM, AND WATER HATER AS NECESSARY FOR CABINET REPLACEMENT PHARMACY PLUMBING PLAN ,/0..-i�0.. OO id� 3 m J> -a3a o§Q'o Oo o wS'o�a a3 J 0 LU N N z,N� Og BE R ami m O 0 C�J ISSUE BLOCK CHECKED BY BRW DRAVNV BV'. OMT PROTO CYCLE'. 03/20/21 DOCUM ENT GATE. 05/10/21 ' IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNEDAND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). ENLARGED PLUMBING PLANS, DETAILS AND SCHEDULES SHEET. P1 CONTROL INFORMATION DESCRIPTION TYPE PHNELICCT SIR BRKR ONIOFF OWOFF POLES TYPE OUTPUT PROGRHMMING SUSPENDED PRODUCE POWER HIP111 21A PIT H2P/EDC2 2411ON LIGHTING sWTCHING PRO 1 T BAS EACIWOARD - -- - - - - LE F, — — TEOC2 — — — — A �BUILDINGAUTOMATION PLAN I vaa=vD. BAS EQUIPMENT SALVAGE GENERAL BAS NOTES REQUIREMENTS ALL DEMOLISHED NOVAR BAS EQUIPMENT SHALL BE 1. TEMPERATUREAND CO2 SENSOR MOUNTING. A TURNEDTO WAKMART MECHANICAL SERVICES PROVIDEV2" CONDUIT AND INSTALL BAS CABLE CONSTRUCTION MANAGER. EQUIPMENTTOBE FROM SENSOR TO CONTROL MODULE. MOUNT RETURIV EDINCLUDES EXECUTIVE CONTROLLER(S) SENSORONBOX ALL SENSORS TO BE MOUNTED AT IOM(S),CIM(S), CCM(S), ETC PROVIDE DOCUMENTATION +G4" UNLESS NOTED OTHERWISE. SENSORSON FOR ALL EQUIPMENT REMOVED IN ACCORDANCE WITH SALES FLOOR SHALL BE INSTALLED ON THE BACK SPECIFICATI ONS AND REQUIRED CLOSE-OUT SIDEOFCOLUMN. DO NOT INSTALL SENSORS IN HVAC DOCUMENTS. SUPPLY AIR PATH ORIN DIRECT SUNLIGHT. REF MECHANICAL DRAWINGS FOR EXACT LOCATIONS. A. GYP SUM BOARDWALKS PROVIDEA4"SQUARE RECESSED Box WTH A SINGLE GANG PLASTER RING FLUSH MOUNTED VERTICALLY. B. BLOCK WALLS AND COLUMNS PROVIDE A 2"X4" BOX SURFACE MOUNTED VERTICALLY. C INSULATE BEHIND SENSORS MOUNTED ON EXTERIOR WALLS WITH 1/2" POLYSTYRENE SPACER D. MOUNT CO2 SENSORS B" ABOVETEMPERATURE SENSORS 2. TERMINI ONS SHALL BE MADE IN ACCORDANCE WITHBAA SUPPLIER INSTALLATION INSTRUCTIONS. No FOIL OR UNUSED vIRE(s) SHALL BE ExaosED AFTER APPLICATION OF HEAT SHRINK. G. CABLE PROVIDECABLE ACCORDING TO DRAWINGS. NO DEVIATION FROM DRAWINGS WILL BE ACCEPTED. CABLES SHALL HAVE EACH END LABELED IN DICATNG COHERE THE OPPOSITE END TERMINATES. CABLE SHALLBEINSTALLEDIN WNDUTORCABLETRAV IN FINISHED AREAS OF BUILDING. EXCEPT HVAC CABLE IN SALES FLOOR AREA AT BAR JOISTS. 4. MINOR CHANGES IN MATERIALS OR TERMINATION POINTS SHALL NOT INCREASE CONTRACT COST. 5. ROUTE BAS CONDUITS IN CONCEALED LOCATIONS (IN WALLS, PIPE RACKS AND/OR CHASES). PROVIDE A TRANSITON FROM THE PVC UNDERSLAB BAS WNDUTTO EMTORFLEX. BASCABLESSHALLBE RUNIN C NDUTFULLLENGTH, BENEATH REFRIGERATED CASES. BAS CABLESAT BARJOIST LEVEL IN oPEN SALES AREA AND THE STOCKROOM CAN BE EXPOSED. 8. DEMOLITON COORDINATE WITH ARCHITECTURAL DEMOLITION PLANS THE EXTENT OF BAS DEMOLITION REMOVE CONDUTAND WIRES ALL THE WAY BACK TO ORIGINATING JUNCTION BOXES OR DEVICES. DEMOLITON SHALL NOT AFFECT ACTIVE CIRCUITS ]. BAS CONTRACTOR SHALL PROVIDE ASSI STANCETO THE BAS SUPPLIER ON PERFORMING EQUIPMENT TESTS ON POWER SWITCHING PANELS AS NECESSARY. G. DI MM ING CONTROL WRING MUST TERMINATE IN HOME RUN FIXTURES ONLY ASSHOWN ON EMS PLANS, PER THE MANUFACTURER'SINSTALLATION INSTRUCTIONS. DO NOT MODIFY THE LISTED FIXTURE'S WIRING HARNESS OR TERMINATE CONTROL WIRING IN THE ADJACENT FIXTURES. 8. DO NOT INSTALL EQUIPMENT OR CONDUITS DIRECTLY UNDER SKYLIGHT WELLS UNLESS INDICATED OTHERWISE ON PLANS. 10 WHERE GROUPED CONDUITS ARE INSTALLEDWITHIN THE JOIST SPACE, COORDINATE WITH SPRINKLER CONTRACTOR PRIOR TO INSTALLATION IN ORDER TO MAINTAIN REQUIRED CLEARANCES FROM SPRINKLERS. 11 24 HOURS PROR TO SHUTTING DO— HVAC SYSTEMS OR ENERGY MANAGEMENT CONTROLS SYSTEMS, YSTEMS SEND EMAIL TO NSRM@WALMART COM. THE E-MAIL SHALLSTATE WHAT, WHY, AND WHEN IT ISBENG SHUT DOWN AND HOW LONG T IS ANT CIPATED TO BE SHUT DOWN THEN SEND A FOLLOW UP EMAILTO NSRI@WALMART COM AFTER THE WORK IS COMPLETE AND THE SYSTEM IS BACK UP AND RUNNING. BAS SYMBOLS AHUC AHU CONTROLLER AHUSN AHU TEM/RH SENSOR ALS ANALOG LIGHT SENSOR ETM ELECTRONIC THERMOSTAT MODULE IDs INDOOR DEWPOINT SENSOR IHS INDOOR HUMIDITY SENSOR ITS INDOOR TEMPERATURE SENSOR ODS OUTDOOR DEWPOINT SENSOR OTS OUTDOOR TEMPERATURE SENSOR SX WALLTEMPERATURE SENSOR UNT HEATER TEM PERATURE GENSOR HS-EWALL HUMIDITY SENSOR <:ffU:C> ROOFTOP UNIT CONTROLLER ECB EQUIPMENT INTERFACE COMM BOARD BAP BUILDING ALARM PANEL cot CARBON DIOXIDE SENSOR FDI FLUORESCENT DIMMER INTERFACE HIR HUMIDITY INTERFACE RELAY IAO INTERFACE ANALOG OUTPUT IFP INTERFACE PANEL IOM INPUT/OUTPUT M ODULE IR INTERFACE RELAY ® CONTACTOR MINA AHU INTERFACE AND/OR 1/0 MODULE PLM PHASE LOSS MONITOR PSOP POWER SWITCHING OVERRIDE PANEL PSP POWER SWITCHING PANEL ROP REMOTE OVERRIDE PANEL EKDP ECLIPSE LIGHT DIMMING PANEL UCM UNITARY CONTROL MODULE [ES 1] BAS CONTROLLER LINGOEP/2 BAS CONTROLLER LINGOXE BAS CONTROLLER LCD NOVAR LCD DISPLAY OS NIGHTTIM E OVERRIDE SWITCH OS MOM ENTARY PUSH BUTTON SWITCH NEW EQUIPMENT EXISTING EQUIPMENT NOTE ALLWORK ON THIS SHEET IS WALK BE COMPLETED BOA --- FACTORYINSTALLED EQUIPM ENT wALMARr APPROVED CONTRACTOR - - - - EQUIPMENT To BE DEM ouSHED .1 '1 N G CON MITI ON S WERE TAKEN FROM EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING ORIGI NAL DRAWINGS AND MAY NOT REFLECT A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND EXACT S11"ABU ICONDITIONS. CONTRACTOR SPECIFICATIONS IN THEIR RELATED FIELD .THE FAILURE SHALL FIELD VERIFY ALL EXISTING CONDITIONS TO ACQUAINT THEM SELF WITH THIS KNOWLEDGEDOES PRI OR TO SUBMITTING FINAL BIDS. CONTRACTOR NOT RELIEVE THE RESPONSIBILITY OF PERFORMING SHALL CAREFULLY COORDINATE NEW WORK AND THEWORKPROPERI NOADDTIONAL DEMOLITON WTH ALL OTHER DISCIPLINES AND COM PENSION SHALL BE ALLOWED BECAUSE OF EXISTING CONDITIONS. CONDITIONS THAT OCCUR DUE TO FAILURETO FAMIL ARZE WORKERS WITH THIS KNOWLEDGE. 0 f 3 m J -a3a o§Q'o O J 0 L= Lu N N z,N� Og BE Occo Q mZ J I ED O 0 C�J ISSUE BLOCK CHECKED BY TILL DRAWN BY. DLM PRoro wcLE Ga/2e/21 DocuMENT DATe Dsn e/21 ' IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNEDAND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). ttC3 SCFOF ryG �^, BUILDING AUTOMATION SYSTEM LJ LJOO �� SHEET BAS EXIST NG (E) EXISTING CONTROLLER TO REMAIN RACK GTE CONTROLLER (R) CASE BEING RELOCATE D. MODIFY BAS WRING AS REQUIRED (N) NEW CONTROLLER CMS:(RCU )(N) CM NMR --2929 S:(RCUib) (N) IF CMS (BS19G (RJ CMS (BS196J (R) CMS (BS1 D,)(R) CMS (B91 a) (E) CMS (BO 16) (E) EXISTING ONE -LINE DIAGRAM OF REFRIGERATION BAS IS O BAS EQUIPMENT SALVAGE GENERAL REFRIGERATION REQUIREMENTS BAS NOTES ALL DEMOLISHED NOVAR BAS EQUIPMENT SHALL BE a1 BAS CONTRACTOR SHALL CONTACT THE BAS RETURN PLO WALMART MECHANICAL SERVICES SUPPLIER(S) TO OBTAIN A CURRENT MODULE CON STRUCTI ON MANAGER. EQU IPM ENT TO BE CONFIGURATION PRINTOUT BEFORE TERMINATING RETURIV ED INCLUDES EXECUTIVE CONTROLLER(S), SENSOR LEADS AT INPUT MODULES. THE REQUEST IOM(S) CIM(S) CCM(S), ETC PROVIDE FORTHECONFIGURATION PRINTOUT SHALL BE MADE DOCUMENTATION FOR ALL EQUIPMENT REMOVED IN PRIOR TO THE I NSTALLATION OF BAS CABLES .WIRING A( CORDANCE WITH SPECIFICATIONS AND REQUIRED TE RMI NATIONS SHALL BE LANDED ACCORDING TO CLOSE-OUT DOCUM ENTS. TH E BAS SU PPU ER CONFI GU RATI ON SHEETS. 2. BAS CONTRACTOR SHALL PROVIDE COM PLEfED REFRIGERATION SENSOR INPUT VERIFICATION FORMS TO THE &1S SUPPLIER(S) AT THE BEGINNING OF THE REFRIGERATION EQUIPMENT STARTUP. &1S INSTALLER SHALL PROVIDE ASSISTANCE TO THE &1S SURE IER(S) FOR SPOTCHECKING OF SENSORS FOR ACCURACY 3. ALL BAS CABLE ON THE SALES FLOOR SHALL BE ROUTED IN CONDUIT AND CONCEALED FROM VIEW AND ROUTED ALONGSIDE OTHER PIPING OR CONDUIT AS MUCH AS POSSIBLE. 4. BAS CONTRACTOR SHALL BE PRESENT AND AVAI LABLETO RESOLVE ISSUES AND PROVIDE REFRIGERATION STARTUP ASSISTANCE UNTIL RELEASED BY THE &1S SUPPLIER AND WALMART MECHANICAL CONSTRUCTION MANAGER. 5. DURING THEREFRIGERATONSTARTUP BAS CONTRACTOR SHALL COMPLETE ALL UNRESOLVED REFRIGERATION WORK PRIOR TO WORKING ON OTHER BAS INSTALLATION ITEMS. 8. —EN THE BAS SUPPLIER IS NOT SCHEDULEDTO PERFORM THE ON SITE REFRIGERATION STARTUP, THE BUILDING AUTOMATON CONTRACTOR IS RESPONSIBLEFOR PERFORMING ALL CHECKS AND TESTTO ENSURE A FULLY FUNCTIONAL REFRIGERATION CONTROL SYSTEM. CONTACTTHE BAS SUPPLIER FOR THE BLANKTEST VERIFICATION FORMS AND INSTRUCTIONS FOR COMPLETING. ALL COM FLET ED TEST VERIFICATION FORMS SHALLBE RETURNED TO THE WALMART MECHANICAL CONSTRUCTION MANAGER ]. REFER TOARCHITECTURAL DRAWINGS FOR PIPING INSTALLATION AND SEALING REQUIREMENTS FOR DEVICES SHOWN ON COOLER/FREEZER PANELS. DO NOT INSTALL PIPING ITHIN COOLER/FREESER PANELS 8. ROU TE ALL UTILITY SERVICE LINES (PIPES AND CONDUIT) WIIN STUDWALLSWHEREVER POSSIBLE. ON COOLER FREEZER PANELS IN FOOD PREP AREAS WHERE UTILITIES MUST BE EXPOSED, CONTRACTOR TO HAVE THE OPTION OF THE FOLLOWNG. A. SURFACE MOUNT UTILI ESWITHNON - GO ROSIVEANCHORS SEALBOTHSIDESOF PIPE/CONDUIT TO PANEL CONTINUOUSLY ITT SEALANT B. INSTALL UTILITIES 1/2" OFF FACE OF PANEL TO ALLOW FOR CLEANING, USE ONLY NON- CORROSIVE MATERIALS FOR SPACERS AND ANCHORS C. COVER UTILITIES ITT 2O GAUGESTAINLESS STEEL BENT PLATES MOUNTED TO WALL WITH NON CORROSIVE ANCHORS APPLY CONTNUOUS SEALANT ALONG EDGES AND JOINTS. 9. REFERENCEARCHITECTURALDEMOLTONPLANS FOR FULL EXTENT OF DEMOLITION WORK REQUIRED. O� BSi9a BSi96 BSi9c RCUib NECUia MODIFY BAS VMRIAS REQUIRED FOR RELOCATED ANENEWCASES, IF t I REFRIG BAS SYMBOLS E2E REFRIGERATION N—ORKGATEWAY ES1 REFRIGERATION EXECUTIVE CONTROLLER BAS BUILDING AUTOMATON SYSTEM TEMP TEMPERATURE VFG VARIABLE FREQUENCY DRIVE BACKBOARD LTA -X REFRIGERATION CIRCUIT © PRESSURE TRANSDUCER O TEMPERATURE SENSOR OTS DUALTEMP SITCH RIB RELAY IN BOX CJRM CONTACTOR RIB/CJRM RELAY IN BOX & CONTACTOR PANEL LGP LEAK DETECTION PANEL CPC UT DAY TC CONTROL IT NK CASE DI SROLLER cLcO CPC coNTROLUNK CAs�DISPLAY M 18 CPC M ULTI FLED I6AI MF ESR CPC M ULTI FLED ELECTRON IC STEPPER REGU TOR AIB M-191 DANFOSS I NPUT M ODULE EKC DANFOSS CASE MANAGEMENT SYSTEM MODULE/ENCLOSURE AK2-CM EANFOSSCOMMUNICATIONS MOEULE KE2 KE2 RE2 COIL CONTROLLER KES KE2 SITCH ROUTER CIM NOVAR CASE INPUT MODULE CMS NOVAR CASE MANAGEMENT SYSTEM NO VARNTR REFRIGERATION CASE/CIRCUIT Ml XIO N CASE IN PUT/OUTPUT M OEULE REFRIGERATION BAS PLAN l I ) 1116 - 1'-9• ISGRI I SPORLAN GATEWAY ROUTER SNS SPORLAN NETWORK SWITCH NEW EQUIPMENT EXISTING EQUIPMENT ............. FACTORY INSTALLED EQUIPMENT — — — EQUIPMENTTOBE DEMOLISHED 24 HOURS PRIOR TO SHUTTING DOWN ANY REFRIGERATION SYSTEMS, HVAC SYSTEMS OR BUILDING AUTOMATION CONTROLS SYSTEMS SEND EMAILTO NSRM@WALMART COM. THE E-MAIL SHALL STATE WHAT, WHY, AND WHEN IT IS BEING SHUT DOWN AND How LONG IT IS ANTCIPATED TO BE SHUT GOWN. THEN SEND A FOLLOW UP EMAIL TO NSRM@WALMART COM AFTERTHE WORK IS COMPLETE AND THE SYSTEM IS BACKUP AND RUNNING EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFCATONSINTH ERRELATEGFELG. THE EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL FAILURETOAC JAINT THEM SELVES ITT THIS DRAWNGSAN D MAY NOT REFLECT EXACT "ASAUILT" KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL OF PERFORMING THE WORK PROPERLY. NO IXISTING CONDITIONS PRIOR TO SUBMITTING FIN AL ADDITIONAL COMPENSATION SHALL BE ALLOWED BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE BECAUSE OF CONDITIONS THAT OCCUR DUE TO NEWWORK AND DEMOLITION IT H ALLOTHER FAILURE TO FAMILIARIZE WORKERS WITH THIS DISCIPLINES AND EXISTING CONDITIONS. KNOWLEDGE. E� Y - 2 -6 z Di 'off -ra 0 Qo Hm - =400S W=�o i4 _DLEE O O O Gigoz N m v BE p a QNZm Jm0o m O o ISSUE BLOCK CHECKED BY ROP DRAWN BY CLE PROTO CYCLE OY26/21 DOCUMENTDATE 9919/21 v BUILDING AUTOMATION SYSTEM REFRIGERATION PLANS LJ LJOO �� SHEET BAS3 T ___s REFRIGERATION DEMO PLAN 1/8°-1'o° REFRIGERATION PLAN 1/8"- 1' 0" o�loNAllo PIPING SCHEDULE RACK DTB TED _RGUI) EST "TD TOTAL LENGTHINCLUDES HORIZON FO BE USED FOR FIDDI NO PURPOSES 11 ILL ED ST NG PIPE A GI S BASED ON ORI GI NAL LEGENDS/IND-1 NOT REFLECT ,XYT BU LT CONTRACTOR SHALL ELD AE, SIZI NG AN D NOTIFY ENGINEER OF ANY DI SCREPANI CIES 1AUSESTIE NEED FOR AD SEI ECTEDIDERLENGTHEACEEDS4 CONNECTED TO IXISTING TO REMAIN PIPING .R TOREFRIG PLAN FOR APPROXIMATE LOCATION OF NEWAND EKISTING PIPING oICloNAlloEST MATED PIPIING SCHEDULE RACKI RCU1 GHT 1 3X 1 1A 66 FEEL IT MUST BEAPPROVED BY ENGINEER OF RECORD LISTED SIZES INDICATES AVERTICAL SUCTION DOUBLE RISER U ATI UAL INI II H WN ILCVAH rON I GlRGUICR,_ TOTAL ESTIMATED TOTAL LENGTH INCLUDES FORISONTALAND P NII TO BE USED FOR B DD NG PURPOSES 24 HOURS PRIOR TO SHUTTING DOM ANY AUTOIMATON CONTROLS SYSTAEMSYSTEMS OABTo DING REFRIGERATION SYMBOLS EPA CLEAN AIR ACT NSRM@WALMART COM. THE E-MAIL SHALL STATE WHAT, WHY AND WHEN IT IS BEING SHUT DOWN AND How LONG TI ANTICIPATED TO BE SHUT DOM THEN SENDA XXX CIRCUIT NUMBER (CIRCUIT INFO) COMPLYWITH CLEAN AIR ACT, TITLE VI, SECTION 808 FOLLOW UP EMAIL TO NSRIM@WALMART COM AFTER THE A. MODELNUMBER AND CODE OF FEDERAL REGULATION TITLE 40, PART 82 WO RK IS COM PLETE AND THE SYSTEM IS BACK UP AND COIFHEN ADDING OR REMOVING REFRIGERATED RUNNING. CLEANOUTS (CO)(CO ) EQUIPMENT. RECORD ALL EQUIPMENT IDENTIFICATION —--- CONDENSATE DRAIN LINE (CDJ NUMBERS MODEL AND SERIAL NUMBERS THEAMOUNT OF REFRIGERANT RECOVERED FROM EACH UNIT, THE CONNECTTO EXISTING DATEOF DECOMMISSIONING, COMPANYNAMEAND CONTINUATION SIGNATURE OF ON SITE SUPERVISOR. X DETAILNU M PER (DETAIL REFERENCE) SHEET NUMBER GENERAL NOTES EVAPORATOR COIL 1. REF I GERANTLI GENERAL WTH ROUTING OF REFRIGERANT LINES, WITH A SINGLE LINE SHOWN INDICATING BOTH SUCTION AND LIQUID UNE ISOLATION VALVE ROUTING FOR EACH SVSTEM. ELBOWTURNEDDOWN 2. REFRIGERATION SYSTEM INSTALLCOWTH SHALL BE ELBOW TURNED UP IN MPLETE CONFORMANCE TH SPECIFICATIONS, AND WITH ALL REQUIREMENTS OF XXX REFRIGERATION KEYNOTE REFERENCE REFRIGERATION EQUIPMENT MANUFACTURER. REFRIGERATION PIPING (ABOVE) 8. REFRIGERATIONDRAVN NGS ARE PROVIDED AS AN ------ REFRIGERATION PIPING (BEL—)AIDTOBIDDERSAND TO INDICATEDESRED ROUTING OF REFRIGERATION LINES CONTRACTOR --- REFRIGERATION EQUIPMENT (DEMO) SHALL ASSUME FULL RESPONSIBILIIFOR CORRECT INSTALLATION OF PIPING AND ETR EXISTING TO REMAIN ACCESSORIES TO PROVIDE A COMPLETE AND (TYP) TYPICAL FULLY OPERATING SVSTEM. 4. REFER TO SPECIFICATION 15600 FOR INSULATION KEYNOTES SHALL MATCH PIPE DIAMETER TO IMAIMze°R GAPS BETWEEN PIPING AND INSULATION. PROVIDE FACTORY PREMANUFACTUREDFITTINGS ATALL TRAPS AND ELBOWS. WHERE PREMANUFACTURED 5 601SLOPE BEER GEANT L NES BACK TO FITTINGS ARE UNAVAILABLE MITER CUT ALL COMPRESSORS AT 1 PER 20 .1 RUN LOCATEFITTINGS TO ENSURE PROPER SEAL BETWEEN IT GHEST PC NT OF BEER GEATI'N LINES —T INSULATION SEGMENTSBELOW BOTTOM GH.RD .1 J. ST OR BEAM. COORDINATE ELEVATION TO AVOID CONFLICTS 5. PIPE INSULATION SHALL BE BLACK UNLESS WITH DUCTWORA LIGHTING SKYLIGHTS ETC OTHERWSE STATED ON PLANS OR 5602 SPECIFICATIONS. - - CHANNELS 0. COORDINATE REFRIGERATION DEMOLITION ISSUES MAXIMUM OF 6 FOOT CENTE FS WITH THE ARCHITECTURALDRAWINGS. REFER TO 11603P AT ALL PO NTS WHERE SUC T ON LNES T SE OV BE A SUAR HITECTURAL PLANS FOR REFRGERATON CTION UNE TRPTTHBABE EQUIPMENT DEMOLITION AND COOLER REPAIR AND THEC5609SER REMODELING. DRA N CONNECTION SAME SIZE AS ]. REFRIGERATION SYSTEM SHALL REMAIN R OPERATIONAL DURING REMODELING. DURING THE FWA R GAP PITCH DRAINS 1 PER 10 VIDE PHASING OF OLD TO NEW SYSTEMS, BOTH NEW DRA N COVER GRATE TO MATCH STING. AN D OLD REFRIGERATON SYSTEMS MAY BE CON TRACTORAHALLEN IBE OR(S)AND REQUIRED TO OPERATE AT THE SAME TIME FORA NESTSE RVI NG CASE L TE MP ARE FREE SHORT PERIODOF . ONS AND FUNCT ON PROPERTY WHE B E EXTENS VE DAMAGE EX STS AND 'OR PROPER DRAINAGE CANNOT BE OBTA NED 8. WH ERE NEW REFRIGERATED EQUIPMENT IS INDICATED ON THE DRAWINGS, PROVIDE MECHANICAL DEMOUTION REMOVAL ANDTEMPORGRY CONSTRUCTION MANAGER STORAGE OF OLD EQUIPMENT PER WALMART 15 610 DECADE 0 020 PVCJACKE T ON A' MECHANICAL SERVICES CONSTRUCTION BEER GERAT ON LNES EXTER OR TO BUILDING MANAGER'S INSTRUCTIONS, AND REFRIGERATION H 5612WALLOFAODSPACNTRICMEDATETRAP DEMO NOTES ECu1 MOUNTED ON 0AN 0. COORDINATE REMOVALAND DISPOSAL OF EXISTING REF ARCH AND SE WHICH EX A 116 XCEEDS 16 EVAPORATORS, REFRIGERATED CASES, AND �TURAL DRAWINGS 5617 CONDENSING UNITS, WTH FALMAI MECHANICAL IOUNTING DETAILS. SERVICES CONSTRUCTION MANAGER. OF 10 REMOVE COPPER LINES, EVAPORATORS, AND RENE TAT ON AND SUPPLY ` OOF CURB WITH CONDENSATE LINES FROM COOLERS/ FREEZERS BEING REMOVED FROM SITE. COORDINATE WITH PROPERLY FILASH PATCH AND REPAIR ROOF WALHT N PANELVENDOR FOR TIME LINE OF REST RED FOR NEW RENE TEST ONREPLACEMENT. REFERENCE SPECIFICATION FOR CONTACT INFORIMATIONROOF . ATIONB WITH BTRU CTURALDRAW 11 WALKFIIN PANEL VENDOR SHALL PROPERLY CHASETHROUGH PREPARE ALL COOLER/FREEZER PANELS, GLASS ORDINATESIZEAND 5624 DOORS, SLIDER OR SVMNG DOORS, PALLETIZE, AND IVITH STRUCTURE. 0 OF RUN PREPARE THE EQUIPMENTTO SHIP OFF SITEREFERTo. 12. GOORDINATEVMTH FIRE PROTECTION 5.625TopFEDDETAIL CONTRACTOR FOR THE REMOVAL OF SPRINKLERS FOR ALL B OTTOM FED CONNECTED CASES FOR ALL REM OVED COOLEWFREEZER BOXESSLOP E . OFFUNK TO COMPREBBORATI PER 20-0 13. COORDINATE V K ELECTRICAL CONTRACTOR FOR 5 637 BEER GERATION CONTRACTOR SHALL INSTALL THE REMOVAL OF ALL REMOVED COOLER/FREEZER FEE `GE 'AT ON MANUFACTUT- BOXES ELECTRICAL WRING DEVIces. G 14 COORDINATE WTH BAS CONTRACTOR FORTHE REMOVAL OF ALL REMOVED COOLEWFREEZER BOXES EMS WIRING AND DEVICES. I BM FLY LS`SC LED U LES AND BAS PINS 16. EXISTING REFRIGERATION PIPING MAY BE REUSED UNLESS OTHERWISE NOTED ON PLANS. REFERTO SPECIE CAT ONS R ASSET TAGGING SCHEDULES FOR PI HE SIZE REQUIREMENTS. REOUIREMENTB. 18. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING LOOSENING OR CREATING DAMAGE OF ANYKIND INTHE FUTURE. 17. IF ANY RACK SYSTEMS WILL BE OPENED TO ADD OR REPLACE CASES, EVAPORATORS, ETC. THEN 24 TO 48 HOURS AFTER THE WORK IS COM PLETED AND ALL FINAL ANUSTMENTS HAVE BEEN MADE, PROVIDE AND CHANGE LIQUID LINE FILTER CORES, OIL SYSTEM FILTER USING SPORLAN OF STYLE FILTER, AND REPLACE SUCTION FILTERS. FILTERS ARETO BERATED FOR WAX REMOVAL CONTRACTOR TO PROPERLY DISPOSE OF OIL AND COMPONENTS REPLACED. REFER TO SPECIFICATION 15600. 18. REFERTOGROCEAT ARCHITECTURAL DRAWINGS FORADDITIONAT WORK BY REFRIGERATION CONTRACTOR. 10. COM PLETE ASSET TAGGING PROCESS FOR ALL NEIN REFRIGERATED CASES. REFER TO SPECIFICATIONS. 20. UPON STARTUP OF ALL NEW REFRIGERATED EQUIP ENT. WALMART CONSTRUCTION MANAGER SHALL REQUEST THE BUILDING PERFORMANCE REPORTFOA ALL RACKS AND SUCTION GROUPS WHERE WORK IS PERFORMED. ANY DEVIATIONS NOTED ON THE REPORT MUST BE CORRECTED PRIOR TO PROJECT CLOSE OUT REQUEST VIA EMAIL ATBPTEAMi@W MARTCOM PRIOR TO INSTALLING ANY EQUIPMENT OR ANUSTING RACKPARAMETERS, WALMART CONSTRUCT I ON MANAGER SHALL REQUEST A SUCTION GROU P REPORT FOR ALL RACKS AND SUCTION GROUPS WHERE WORK IS PERFORMED. REQUEST VIA EMAIL AT B PTEAM 1@WAL-MART COM REFERENCE ARCHITECTURAL DRAWINGS FOR ALL NEW CASES BEING INSTALLED FOR CONNECTION LOCATION OF UTILIT ES. (TOP FED AS BOTTOM FED) ALL WORK ON THIS SHEET ISTO BE COMPLETED BY A wALMART APPROVED CONTRACTOR. REFRGERATON CONTRACTOR IS RESPONSIBLE FOR ALL FINAL REFRIGERATION ELECTRICAL TERM INATONS TO REFRGERATON EQUIPMENT. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL FAILURE TO ACQUAINT THEM SELVES WITH THIS DRAWINGS AND MAY NOT REFLECT EXACT "ASAUILT" KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY CONDITIONS. CONTRACTOR SHALL FIELDVERIFYALL OF PERFORMING THE WORK PROPERLY. NO IXISTING CONDITIONS PRIOR TO SUBMITTING FINAL ADDITIONAL COMPENSATION SHALL BE ALLOWED BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE BECAUSE OF CONDITIONS THAT OCCUR DUE TO NEWWORK AND DEMOLITION WITH ALLOTHER FAILURE TO FAMILIARIZE WORKERS WITH THIS DISCIPLINES AND EXISTING CONDITIONS. KNOWLEDGE. e 4 Y - 2 -6 z QS kn 'off FJ Fm N�oa a$ o =so o�wM10 �s _DLEE O O O L� ZNm G v Op a Q N Z m Jm0o mo o CO m ISSUE BLOCK CHECKED BY ROP DRAWN By cLA PRoro cvcLE oa2e/21 DocuMENT DATe ovl e/21 AVID P z KIMBALL �+ REFRIGERATION PLAN SHEET R1 E,,,t,,g RACK DTB P407AP,f,,g,,,,t STY cooled 50°F Liquid. EXISTING RACK SYMBOLS LEGEND MODIFIED CIRCUIT NEW CASE COIL CIRCUIT OR VALVE REFRIGERATION SCHEDULE SYSTEM RCU1 R.,, E.E Ul- Cl',A'."'A AU lCA, E.1 l,TA.- ill E.1 1, TA., " CIA DEEI N DE ill %H'��EL=e, NIRTI I.AUTA AP NE Fll.. -1-1 E,Ae.,,e RA—A Cl,UA.... TUU RAU,e— AA E,AA. EleY 1-1111v ECl ClUl RAT -F 11 E.1 C.., Rl 'F N. DEEI.N A EX(E'EsRe'loREY BILEAUe.IDE " A RE, PUA,, Ele ll CUR—A cl'.-U D— P R..II P E EA.— RAU,e— —Re DAU. AI DEEI.N 'KERIR DRY AT. -F (B=0 R W'T II :B) PU,R,A Di Di PA,—1 PA,—1 i, A- 01— 'All - Cl,le,se, (lis) E,s El� EleY CIA E- Supel-t F 11 DEEI N 'URRIOR Ell 11. AEHRAE PUBIEHED YEAR 1- EpAll.UlUs Eeill, 11— F,,tu,e - lell Ell, (lis) Ci,l EleY CIA EA WUA,TTR.BH lCA, DEEI—ELEA CIRCUIT INFOR.ATION FUTURE ELECTRICAL INFOR.ATION EC INFOR.ATION CAse Fltu,e Le,,th I .—U, ",his L.�:# Eu Y C Ilu�t IT, I Cilul' EVIP � Wl' T D DIs—e—s F A" 'DI FT—Dills -11 � 1— � IDIR � -i ID111 -111 W11"W""'IT APPIC.I., A,,Te.p EE�;U' C�"ll K',e" AT Vit,ce � A U's �" V-ce "'s, C— NuT.le, Cu ALL CASES, AND VALVES SHOWN FOR RCU 1 ARE NEW. pi kn C:-) Cz:) O O LEJ Z . Gigof 0 0 Ef E. -0. A A -o ISSUE BLOCK FCHECTED Br. ROP] PREAABy aA KIMBALL �+ REFRIGERATION SCHEDULES LIQUID LINE SUCTION LINE ADJUST LOCATON OF DROPS AS REQUIRED. (TYP) PROVIDE TRAP AT BASE. (TYP) WHERE APPLICABLE, INSTALL LIQUID LINE SOLENOID EVAPORATOR PRESSURE REGULATOR, AND FULL PORT ISOLATION BALL VALVES ON TOP OF CASE PROVIDE VALVE LOCATION IDENTIFICATION TAG OF ENGRAVED PLASTIC REFERTO SPECIFICATIONS. PROVIDE 26 GAUGE SHEET M ETAL ROUTE SUPPLY AND RETIRN DRIP PAN VMTH MASTIC COATING HEADERS ON TOP OF CASES WH ERE POSSIBLE. —mir= 1" EXPANDEDPOLYSTYRENE OREQUAL. o" MINIMUM VNDTH. LENGTH AS REQUIRED. REFRIGERATION PIPE ROUTING FOR STOP FED CASES NTS OF TON HERISERTRALL P THE BASE ,P HERISER ALL POINTS WHERE SUCTION LINES RISES. INTERMEDIATE SUCTION LINE TRAP DETAIL J NTS REFER TO ARCHITECTURAL___ DEfALFOR INSTALLATION OF (�� RUN CONDUIT ON CUSH-tYCLAMP FIRMLY MANUFACTURED METAL UNISTRUT AS CLAMPED TO PIPE (TYP) CURB, INSULATION, AND NEEDED REFRIGERATION PIPING SHEET METAL ENCLOSURE (TYF) uwsTRUT IIII A PPORTPIPINGON DURA-BLOK GB&SERIES OR P-1Poo (TYP) EQUIVALENT CHANNEL ROOF FOR ADEQUATE SuPPo, (rvP) sLOPEAN6 sPAaNG. SUPPORT PIPING AT e' -o" MAXIMUM ON CENTERS, 2 0 /AirROOF OPENINGTO FROM ANY ELBOW. DO NOT ACCOMMODATE BOTH ATTACH BLOCKTO ROOF REFRIGERATION PIPING E•�ROVIDE 60 MIL WHITE TPO CONDUITCTRICAL MEM BRANE SET ON &ARE ROOF MEMBRANE PIPE SUPPORTREFERTO HORIZONTAL REFRIGERANT ROOF MEM BRANE LINE SUPPORT DETAIL T O MAX SIDEMEN SECTIONVIE, REFRIGERATION PIPING SUPPORT (ON ROOF) 1 v /NTs TYPICAL INSULATION TVPICALSUCTON LINE LIQUID INL INSULATION I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I uwsTRUT I j I I I I I I I I I 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I APPLY EXPANDING FOAM TO CLAMPSAND COVERVNTH ELEVATION -RKMAN LIKE MANNNERN6 020" THICK PVC JACKET FOR ALL REFRGERATION LINES EXTERIOR #022 CUSH A -CLAMP TO BUILDING (TYPICAL) FIRMLY CLAMPED TO PIPING INSULATION PIPE (TYPICAL) (BEYOND) SUCTION LINE LIQU10 LINE BOLT O O WALL OR BUILDING STRUCTURE SIGX1USIGT GALVANIZED pL(>J.f UNISTRUT P 1000 NCE10 0 ERS MAXIMUM ON CENTERS NOTE MAINTAIN TIGHT SPACING BETWEEN PIPING VERTICAL REFRIGERANT LINE SUPPORT 1,"J NI PROOF PENETRATION `r NTs TOP CHORD OF JOIST MAX TOP BEAMROOF M � I CLAMP (TYP J �— LOADS M UST BE HUNG WITHIN 3"XXRODIP OF PANEL POI NTs BOTTOM OF TRUCTURE wsUGUARD OR COOPER B -LINE SNAP N°SHIELD PIPE SADDLE SECURED TO UNISTRUT MATCH COLOR OF INSULATION. (TVP) 112 CHANNEL } v u U u SPRING PRINGH L Noce FORovERHEAD UNEs, UNISTRUT HowzoNTAL, TRAPEZE HUNG UNISTRUT P1010 1NIST STe"GALVANIZED UNISTRUT PS 2 0 0' A MAXIMUM ON CENTERS, 2'-0" MAXIMUM FROM ANY ELBOW. HORIZONTAL REFRIGERANT LINE SUPPORT k,_JNTS Y - 2 -6 z QS kn 'off o -•a 3'"do Qo Hm N�oa a$ g� § 3§W§w .M, i4 _UJ -) O O O m m Gig V BE p a Q N z m _j mo o CO m ISSUE BLOCK CHECKED BY ROP DRAWN BY cLA PRoro wcLe oa2eT21 DocuMENT DATe ov1 eT21 py P z KIMBALL �+ REFRIGERATION DETAILS SHEET R3 OEM SUBMITTALS TO BE INSERTED WHEN RECEIVED agwaoso,m — - go_0W o =s 00 00 � zGig 'o Nm <oea Q�zm _j mo o CO y ISSUE BLOCK aiea:eo ar. — oRAwiv ev. — aRorowc� oazeizi oocuMeNr o4re ovi eisi REFRIGERATION SUBMITTALS SHEET R4 T0 — — — — — — — — — — — — — — —I — — — — — — U L-1 I I BREAKROOM Ell Ell R C- - LL �� -�- - - -I - - - - -�- �II ww w wwI el ww ww ei ww 77 rvB GE GE ILA -------------- xw cc w ccw xw ccwccw ® R®I PRODUCE SALES ®I cowl Lj UNLESS NOTED OTHE—SE, EXISTING L GHT FIXTURES AND CIRCUITRY SHALL 9 REMAIN .MAINTAIN AS REQUIRED, NP. DGHT FIX TURES AND CIRCUITRY SHALL uNLEss NOTED OTHERvmsE ExISTING f�� ❑ X ' J ,5 REMAIN.MAINTAIN AS REQUIRED ,R P. L , LT AllH,Ba, awl ww c<w l® E _ i cusroM ER ,e., a, c :a -0 �- c<:a RVICE �J Ell PHARMACY 1 - ILL— — — — . — — — — CART STORAGE VESTIBULE - — �� - - - - - - - - - - - - - - - - - - - - - - 34 E,, E,, -.mol 01 1 LIGHTING PLAN OO � 3 m J> 0o 3J =S oow �o o — wY'o�a a3 J 0 LU N N z JN tt o mS amo 0 E= m o ISSUE BLOCK CHECKED BV TILL DRAVNV BV'. DLM BRoro wcLE oa,ze,z, DocuMENT DATe osn eis, ' IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNEDAND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). '.p TE, TAYLOP L. EEWIlEl El - 01 1 ]219 01 NES 05/19/21 LIGHTING PLAN SHEET. E1 CONTRACTOR ISR ESPONSIBLE FOR COMPLETE INSTALLATION OF THE LIGHTING SYSTEM AS INDICATED ON PLANS AND/OR AS MODIFIED TO ACOOM MODATE EXISTING OBSTRUCTIONS. IDENTIFY CONFLICTS PRIOR TOAQI UST FIXTURE LLOCAOTON AS REQUIREID FIxTURES SHALL BE R' �4 j INS TALLED AS NEAR AS POSSIBLE TO LOCATIONS INDICATED ON PLANS. H2 LG1 H2P- CART STORAGE B?—– – – – – – – – – – – – – – – �i VESTIBULE LIGHTING PLAN Y iia"=i'fi° ( } D ��LJ- 4 �/ � C___–_isi 2s NP is.YYs C-7 C-7 C-7 C-7 CAI STORAGE VESTIBULE C__•__7 C__-__7 CC7 CC7 CC7 E: :1 - _ - - , VESTIBULE LIGHTING DEMO PLAN CON TRACTOR ISRESPONSIBLE FOR THE COMPLETE INSTALLATION oFTHE LIGHTING SYSTEM AS INDICATED ON PLANS AND/OR AS MODIFIED To ACCOMMODATE EXISTING OBSTRUCTIONS. IDENTIFY CONFLICTS PRIOR TO ROUGH -IN. WHERE CONFLICTS— EXISTING UTILITIES OCCUR ADJUST FIXTURE LOCATION AS REQUIRED. FIXTURES SHALL BE INSTALLED AS NEAR AS POSSIBLE TO LOCATONS INDICATED ON PLANS WITH EVEN SPACING MAINTAINED. is i25 u l r�71 fi 125, ifi 125 rvP M OUNT AT STRUCTURE, II'�III� REF 2 E 3. TVP — ' I VEST— TB ESTIBULE TB AKROOM LIGHTING PLAN ifii2s isas2 NP T rl J — +LJ — LJ LJ LJ LJ 0 BREAKROOM l F I l I•I ISI I•I LJ LJ 1, EAKROOM LIGHTING DEMO PLAN OO � 3 m J> – wS'o�a a3 L FTJ LU N N zBE o ,N� ami m O 0 ISSUE BLOCK CHECKED BY TILL DRAWN BY. DLM PRoro wcLE fiai2fii2i DocuMENT DATe fisn ei2i ' IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNEDAND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). pHa TEcr� TAYLOfiL —1 E1M>z,s q NI8 05/19/21 ENLARGED LIGHTING PLANS SHEET E1.1 LIGHT FIXTURE SCHEDULE "OWFIXTURES AND LAMPSARE FURNISHED BY THE OWNER FOR INSTALLATION BY THE CONTRACTOR. "GC' FIXTURES AND LAMPSARE FURNISHED AND INSTALLED BY THE CONTRACTOR TYPE SUPPLIED BY DESCRIPTION VENDOR/MFR MODEL VOLTAGE INPUT VA COLOR TEMP LIGHT SOURCE LAMP CITY MOUNTING COUNT 10 OW 2' X4' VOLUMETRIC TROFFER CREEINC ZR24M 41L 41R 1 IVLID120/2]] 30 VA 4000K INTEGRAL LEO RECESSED B 15 OW EXIT SI GN (SI N GLE FACE) ACUITY BRANDS LIGHTING INC REO LQIVI S W 1 R 120/277 BY 5000 M6 GREEN'. LIM S W 1 G 120/2]] EL N 5000 1 120/2]] 4 V - INTEGRAL LEO - STEM/CEILING 1 B'STRIP(11%UPLIGHT)GE LIGHTING SOLUTIONS LLCLUSCBA0A0ViT40VQCSWHTE 120/2]] BOVA 4000K INTEGRAL LEO REF DETAILS 6OW B' LINEAR ROWSTART(VNRELESS DIM) ACUITY BRANDS LIGHTING INC ABX3L0611000LMMVOIEOHN 35K90CRI PLRiGAE2COCRS UPL WHNA- 120/2]] ]B VA 3500K INTEGRAL LEO -SUSPENDED 3 E39OW OW B' LINEAR ROWMIOOLE(VURELESS DIM) ACUITY BRANDS LI GHTI N G I NC ABX3 L9611000LM MVOLT EOHN 35K 90CRI PLRiGAE XRM WH NA - 120/2]] ]B VA 3500K INTEGRAL LEO -SUSPENDEDUPL OW B' LINEAR ROW EVD WIRELESS DIM) ACUITYBRANOSDGHTINGINC ABX3L9611000LMMVOLTEOHN35K90CRIPLRiGAE2COCRE UPL WH NAWT 120/2]] ]B VA 3500K INTEGRAL LEO - SUSPENDED 3 PROVIDE 1-1/4" FENDER WASHERS TYP SLIDING HANGER FU xRINI�SHED WITH TIGHTEN FURNISHED HANGER SCREWTO SECURE HANGER TO FIXTURE, IF INSET PROVIDE 1/4" HEX HEAOBOLT, NUTANO LOCKWASFER, TYP FLANGE CLIP (CADDY M 24S OR EQUAL)NUTAND LocKwASHER BOTTOM CHORD ATTACH AND ALIGN FIXTURES USING OFBAR JOIST SCREWS, ANCHORS, ANO/ORTABS FURNISHED WTH FIXTURES UNISTRUT SHALL SUPPORT NO MORE THAN 100LBS IF P3300 IS USED ANO NO M ORETHAN 215LBS \\ IF P3000 IS USED \ BAR OIS JTTVP REFMANUFACTURER'S"GENERAL FITTINGS sPEaFICATIONs"FOR DESIGN BOLT TORQUE SLIDING HANGER N FURNIswEO WITH FIXTURE NO CONNECTION OF ANY KING TTP SHALL BE MADE TO JOIST WEB MEMBERS OR JOIST BRIDGING TIGHTEN FURNISHED HANGER SCREW TO SEW RE CONTRACTOR SHALL INSTALL LIGHT HANG ER TO FIXTURE, TYP FIXTURES PERMA UFACTURER RECOM M ENOATIONS PROVIDE LOCKING CON TRACTOR HAS THE OPTION TO USE SPRING NUT EITHER METHOD OF INSTALLATION SHOVNN ALLTHREADSHALL BEA FIXTURES SHIPPED FULLY ASSEMBLED SOLID PIE CE NO SPLICES ALLOWED WTH ELECTRICAL & MECHANICAL CONNECTORS FOR CONTINUOUS ROW SLIDING HANGER FURNISHED MOUNTING WTH FIXTURE, TYP CONTRACTOR SHALL PROM DE AN G T GHTEN FURNISHED HANGER CoNNECTALL PoWERANG CONTROL SCREW TO SE CURE HANGER WIRING BENVEEN U GHTFIXTU RES WHEN SCREW TO SEEP Row of FIXTURES Is INTERRUPTED N1SET PR 111DE 11 ALL THREAD CONTRACTOR SHALL PROVIDE ALL UNI STRUT 1-1/4" FENOERWASFERLOCK AND HARDWARE NECESSARY TO SPAN BAR —SIT RAND NUT ,IF JOIST AS REQUIRED FOR A COM PLETE INSTALLATION OF THE LIGHTING SYSTEM. SALES FLOOR LIGHTING NTS PROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TOTOP CHORD OF BAR JoIsT PROVIDE ALLTHREAD CONNECTION FOR ENO OF ROW FIXTURES EXTENDING FURTHER THAN 2-0 UNSUPPORTED PROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO BOTTOM CHORD OF BARJOIST \ uwsTRUT swALLsuPPORT No \1 MO RE THAT 100 LBS IF P3300 IS USEDANONO MODEL AN 215LBS IF ISU USED ;1SUSPENDED LIGHTING CONNECTIONS TO STRUCTURE v / NTS No CONNECTION OF ANY KING SHALL BE MADE TO JOIST WEB MEMBERS OR JOIST BRIDGING BAR PROVIDE UNISTRUT PER JOIST, TYP SPECIFICATIONS. LENGTH AS REF MANUFACTURER'S "GENERAL REQUIRED TO SPAN JOISTS. SECURE FITTINGS SPECIFICATIONS" FOR TO TOP CHORD OF BARJOIST DESGN BoLT TORQUETTTTF UNISTRUT SHALL SUPPORT NO MORE THAN 100LBS IF P3300 IS USED AND NO M ORETHAN 215LBS IF P3000 IS USED PROVIDE LOCWNG UNISTRUT PCONNECTION NNEIHHLHU SPRING NUT NNECC TIONON To ELECTRICAL PROVIDE I/4"ALL -THREAD , EQUIPMENT 1-1/4" FENDER WSHER LOCK WASHER AND NUT, rvP PRO VIDE AIRCRAFT CABLE ALL-THREAOSHALL SUSPENSION SYSTEM FORL BEA SOD PIECE NO INSET CONNECTION TO SPLICES ALLOWED ELECTRICAL EQUIPMENT - PROVIDE UNISTRUT LOCKING SPRING NUT, TYP PROVIDE LOCNNG SPRING NUT, IF UNISTRUT CAN BE MOUNTED TO THE TOP OF EITHER THE BE P CHORD MOUNTED T BOTTOM CHOROOFTHE BAR JOIST PRoVIRE1/4"HEX HEAD BOLT, 1-1/4" FENDER WASHER, AND INSET CONTRACTOR HAS THE OPTION TO USE LOCK WASFER,TYP �TOPCHORDOF EITHER METHOD OF I N STALLATION SFOWN INSET TOP CHORD BARJOIST OF BARJOIST GENERAL ELECTRICAL CONNECTIONS TO STRUCTURE 1 NTS OO � 3 m J> -a3a o§Q'o Oo o wS'o�a a3 J 0 LU N N z JN tt Og o xO R ami m O 0 ISSUE BLOCK CHECKED BV TILL ORAVNV BV'. OLM PROTO CYCLE 33/26/2, , oocuMENT OATe o5n e/21 ' IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). pH011TEpT� h� ,r agg TAYLOfiL l E1r21s F 01 NES 05/19/21 LIGHTING DETAILS AND SCHEDULES SHEET E1.2 21 2P DC2 p — L2B — H2B XFMR T2D C Dv12 L2D1-2 Leu ELECTRICAL ROOM 2 J 1/8" -1' 6" MSB2 LIGHTING CONTACTOR MSB1 XFMRTiD L161 =1EDCi L112 � L1U l h RM TELEPHONE ELECTRICAL ROOM 1 1/8°-1'6° CONTROL BOX PROVIDED BY SIGN INSTALLER WITH FACTORY INSTALLED DISCONNECT $WITCH. VERIFY LOCATION VNTH SIGN INSTALLERPRIORTO INSTALLATION POWER PLAN 1 ,.-26,6. OO RE � 3 m J> RJ g .g O �0 WNL z�� ogo �=oo am=� m O E= N ISSUE BLOCK CHECKED BY TILL DRAwN BY rws PRoro wcLE 6x/26/21 DocuMENT DATe 6sn e/21 ' IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNEDAND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). XHalrEcr� TAYLOfiL E-lM>z,s F01 NES 05/19/21 POWER PLAN sHEET E2 T2 (6 7) 2 I I E2 I I I I I I I 0 F L -LTI-Ti , IF T-m- F ,BREAk�ROo.Mh _ KID H3 E22 E22 EXISTING BUSWAY BTA �i-•� _ _ _ _ _ _ _ _ _ I _ _ _ I _ _ o 16.58] rvP OFa_ � _ _BuswAV EXISTING Bue� EXISTING - r \l _ -- BUSWAY BL2A - --- - - ri E - - www-6iL�5R�wwww� YYY YYYYYYyYYYyYY� -- LR GEE ISTNGSIGNAGE Li� W CIRCUIT L2 ASR EXTEND COEQUIRED TO NEW RY ASRE NEN CONNECTIONS REUSE CONTROLSALL ASSOCIATED WTHTHECIRCUIT ® EXISTING BUSWAY BL2U PHARMACY p ,_ i CUSTOMER I TOIL�r I D SERVICE � � � I i EXISTING BUSWAY BI L2C_ _ - i i — — - -- - EDcI - 18261 L' t`"� � _'. r_ j 16aea� . T B- ` L2Dvn CONTROL BOX PROVIDED BY SIGN INSTALLER WITH FACTORY INSTALLED DISCONNECT $WITCH. VERIFY LOCATION VNTH SIGN INSTALLERPRIORTO INSTALLATION POWER PLAN 1 ,.-26,6. OO RE � 3 m J> RJ g .g O �0 WNL z�� ogo �=oo am=� m O E= N ISSUE BLOCK CHECKED BY TILL DRAwN BY rws PRoro wcLE 6x/26/21 DocuMENT DATe 6sn e/21 ' IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNEDAND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). XHalrEcr� TAYLOfiL E-lM>z,s F01 NES 05/19/21 POWER PLAN sHEET E2 4T -ELECTRICAL coNTRAcroRTo 0lscoNNECT IXIsrwG PowERAN00ATA AS REQUIREG FOR REPLACEMENT OF GONGOLA BV GENERAL CONTRACTOR RECONNECT POWER ANG DATA UPON REPLACEM ENT OF NEW GONDOLA. cooRDINATEWITH GENERALcoNTRAcroR LH BLi&/ -( ,fi.145 OfiB m 8]B EYE 18145 � O ENG ❑ O ENG PGS ❑ O P02 BUB -s ❑ O BUB -,2 ifi 145 ifi.14 eue-24 eua2 18.1 5 1 ENG 1 .145 E3 TYP PD2 ENG PG2 ]2A ]2A BYA-1 1 fi 145 8 fi 8 fi 9 fi ,0' 0" ,0' ,0_kE" NT ENT ENT ENG PG2 _ BYB6--T PG2 s. �"' / BLi B-20 m BL1A-14 BL1A-ifi rj BLi A-18 - - - -/ ifii 5 ifii 5 ifii 5 ifii 5 EYE YE pot aoz 1 110' ]" 0l' eu a22 L112 05H PG4 POWER ZONE #3 POWER DROP PLAN MODULAR OUTLET BOXES AND WRING FURNISHED BY OWNER, INSTALLED BY EC MOUNT BOXES TO WALL BASE PLATE OR BACK OF GONDOLA BL2U-0 I ,fi.,45 Tr BLzce,n � v/maREcouFET-END WMRECDU LET END -1-BL20-9 -BL2G11' -BL2G11 -BL20-9 — V� BL2U-4 BL2U-4 BLEU -4 BL2U-4 TVP EC SHALL ENSURE EACH PRI 0'-4" 5'-10" 3'-8" 5'-10" POWER POLE CIA IT IS ENER( VNTH THE CI RCIIT(S) AS INDICT CONNECT TO BL2G3 TM STLOCK, TYP L2C BL2G1 BL2U-2 BL2( BLIJ BL: fi 145 BL2G1 BL2C B— 3 / BL2G5,] _ _ BL2C BI3 l 14 \ BLe BIT 7 BL2G5 BL2G5 BL G] BL2Gb BL2G/_ BL'G/ BL2Gb� _ 4'-9" 3'-]'0 ]'-8" 4'-8" o `F—1 5'-8"ill' ]'-8" LU -FET -END WMRECDU- LET -END - ECDU-FET-ENDI J IXISTING CHECKOUTS eeNG REM ovEa ,fig02 %1 POWER ZONE #1 POWER DROP PLAN J 1/8"=1' 0" Jm 'Firlill =Lt. I, l LE 0,71 - - —T - T - I 10 8i - ifi 145 L fF9jzFF:FK=FT:imFff-jirl 8 1 9fiL PDS POWER ZONE#2 v fi POWER ZONE #11 POWER DROP PLAN E - - IXISTINGTELEPOWERPOLES ALLEXISTNG TELEPOWER POLES IN OPEN STRUCTUREAREAS TFROUGHOUT TFE STORE SHALL BE SECURED SIMILAR TODETAIL,-E3 WITH OPTION OF UTILIZING 2-, 1/2INCH RIGID PVC SPOT DUCT TYPE SLEEVE FROM PRIME CONDUIT M WE INC VIKIMATIC OR INNERDUCT. COORDINATE WORK WITH WALMART STORE MANAGER ANO CONSTRUCTION MANAGER TO MINIMIZE DISRUPTIONSTO STORE OPERATION AND ANY EQUIPMENT SERVED BY EACH POWER POLE. 4� L 5 C6) 7 8 g r 5' o16 fi" BL2A-24 - ' ---------- ----� - TPOWERZONE#5 - - _ BL2A-3436 I" BL2A ,8 �o EYE 27 ,fi., 45,fi145 s145 07A FPS TYP OF J 9�- 3" POWER ZONE - I FAB II e 35'_4' HSC ` POWER ZONE#3 —.j m BL2A-20 PoWER zoUE#] oose PO, 0]B PER fi,45 3„ , �POWER ZONE #fi ,BCPD4 4 E3 BL2A-25 TYP OF E2., (Q-16 145 ,1AO2 CTYP OF2 POWER ZONE #,4,. - 30'-1" _ POWERZONE#8 m m m BL2A-2] m Lex 7 " o c m 16 145 PDS 7fi 12' ]"13' 2" BLzce � LGcafi 16c,PO4 C� ifi i45 BL2A 30 ifi. 45 TYP OFfi s4,fi 12AP1 ,' ]^ ,fi 145 13' 5" FTR,MGH POWERZONE #,3 �X PDI, SI MILAR REF 5-E3-POWERZONE#9 _ T POWER ZONE#12 m POWERZONE#10 LBX P02 --- --�- TYP OF2 15 8" ifi' 4" 3 POWER ZONE 1 E2.1 E2 1 ------------ --J P RZONE#;, - - POWER DROP PLAN I v -3o'0. OO � 3 m J> 5 3J a-� a3. J 0 LU N N z JN tt 08 E BE o ami O r Fes\ m UPJ N ISSUE BLOCK CHECKED BY cH=1- DRAWN BY A�mO� PRoro wcLE oa/2fi/2, DocuMENT DATe osn e/2, ' IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). pHa TEcr� TAYLOfiL lEW6 � E1]219 F o NES 05/19/21 POWER DROP PLAN SHEET E2.1 LRX19 F, r--- PHARMACY UNLESS OTHER VN SE NOTED ALL ELECTRICAL DEVICES, FIXTURES & CIRCUITRY ARE EXISTING TO REMAIN. MAINTAIN AS REQUIRED, TYP. T31� r-'—LRI11 PHARMACY TOILET PAN LJL DPHARMACY POWER PLAN O 1/4" = V 9" REFRIGERATORS DEVICESIN MODULARCABINETS ARE PRENIRED. EC TO ROUTE ELECTRICAL WHIPS THRoU GH CHASE AT TOP OF CABINETS TO PINSTAMAK FINAL ED,PUN J UNCTION BOX ANODCONNECTIONS PLUGMOLD PROCUREMENT. BRE AK ROOM CABINETS, TECH BAR, AND ISLANDARE MODULAR COUNTER MANUFACTURERTO MODULAR. RECEFTACLESAN DPLUGMOLDAREINSTALLED SUPPLY NEWPLUGMOLDAS SPECIFIED AND PRENIRED BY MANUFACTURER, CIRCUITRY SHOWN ON PLANS TO BE INCLUDED WTH FORCLARrv. EC. TO ROUTE PREWRED WHIPS TO MODULAR MILLWORK. FINAL CONNECTION POINTAS REQUIRED AND MAKE FINAL CONNECTIONS. C HFACT REXEL W WAM MARK (4]9)]51-]123 W WAM MARR@REXELUSA COM RELOCATE TIMECLOCKTO +4fi" ALL TO TOP I +fifi" 146 COFFEE MAKER L10.59 IT Li 6]i IT is145 L1618 x145 MODULAR CABINETRY BREAKROOJM / T EC TO ROUTE UIT CONN ECTIONSND MAKE FINALCTON L1652 Li fi6145 IT F BOX PROVIDED BY MODULAR F ifi 146 y LTD -44 C UNTERMANUFACTURER. L10-54 - ifi 145 REF ARCH DRAWINGS. 1 8.145 T9" F F 1s493A F MICROWAVE C _ _ _ _F LTD -fig -� - ------------ - - - -- _________________� BREAKROOMPOWER PLAN OUTLETBOX, RECEPTACLEAND 9F ELECTRCA—HP PREINSTALLED BY CABINET MANUFACTURER — ECT O PROVIDEJUNCT1ON BOX A 2" FOR CONNECTION TO MODULARTECHBAR. Fl H � 1 O I CUSTOMER UNLESS ELECTRICAL CIRCUITRY MAINTAIN ------------------- SERVICE OTHERMSE NOTED, ALL DEVICES FIXTURES& ARE ED STING TO REMAIN. AS REQUIRED, TYP. D1 34 +ss", TYP ass",TYP of 2 OF z A -I - - \64 CUSTOMER SERVICE POWER PLAN L --IJ ifi492 F - ifi 492 BREAKROOM IL Ji IL J — EAKROOM POWER DEMO PLAN I 1 1/, e. _ ifi. C OO � 3 m J> - wS'o�a a3 L FTJ LUN N Z6 JN tt o BE amo 0 rr F��\ m O UPJ N ISSUE BLOCK CHECKED BY TLL DRAWN BY res PRoro wcLE-. 9a/2fi/21 DocuMENT DATe 95n e/21 ' IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNEDAND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). pH0111EpT� h� A agg TAYLOfiL l E-1]219 F 01 NES 05/19/21 ENLARGED POWER PLANS SHEET E2.2 PICKUP STORAGE POWER PLAN L ,14.-10•• (2 F----- l \ 18482 II II vv II 11 II A! � \ ---- 10400 J ( PICKUP STORAGE J IT I � I —- — — — — Et --- hm EIa:uEsroRADE II II II ' 4v- ----- - - - - - --_--- _ - PICKUP STORAGE POWER DEMO PLAN OO � 3 m J> J 0 LU N N z JN Og o �O o ami m O 0 ISSUE BLOCK CHECKED BY TLL DRAwN Ev res ERoro wcvE-. 9x,29,2, Docunn ElvT DATe 9sn ell, ' IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNED AND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). pRairEcr� Is TAYLO i L E-1l]21M 9 6o NES 05/19/21 ENLARGED POWER PLANS sHEET E2.3 ELECTRICAL SYMBOLS LEGEND (SYMBOLS APPLYONLY WHEN USED ON DRAWINGS) bPP/O I, LIGHTFIXTURE (WALL M OUNTED/CEILING MOUNTED) Do LIGHTFIXTURE ® LIGHTFIXTURE, NIGHT LIGHT VOLUMETRIC LIGHT FIXTURE ZZ Q TRACKUGHTNG F®/ ® EXTFATURE (WALL M OUNTED/CEILING MOUNTED) / cca EMERGENCY LIGHT (WALL MOUNTED/CEILING MOUNTED) m / � EMERGENCY LIGHT REMOTE HEADS $ SINGLE POLE SNITCH $3 SWAY SWTCH $4 AWAY SWTCH $K KEYED SNITCH $D DIMMER SNITCH $VS VARIABLE SPEED SWTCH $M MANUAL MOTOR SWTCH $CS SINGLE POLE OCCUPANCY SENSOR SWTCH $OS2 DOUBLE POLE OCCUPANCY SENSOR SWTCH CEILING M OUNTED OCCUPANCY SENSOR SWTCH, FOURDIRECTION SENSING WALLMOUNTED OCCUPANCY SENSOR OS SWTCH ,ONE -DIRECTION SENSING RECEPTACLE, DUPLEX RECEPTACLE, DUPLEX MOUNTED HORIZONTALLY RECEPTACLE, GFI RECEPTACLE, DUPLEX FLUSH FLOOR RECEPTACLE DUPLEXISOLATED GROUND FLUSH FLOOR RECEPTACLE, DOUBLE DUPLEX yT RECEPTACLE, DUPLEX ll SOLATEDGROUND RECEPTACLE, DO GLEDUPLEX, ISOLATED GROUND Lp RECEPTACLE, SIMPLEX—IISTLOCK, W L5 15R RECEPTACLE, SM PLEX TMST LOCK, ISOLATED GROUND, L5 I5R, UNO RECEPTACLE, DUPLEXTNSTLOCK L5 15R RECEPTACLE, DUPLED —ST LOCK ISOLATED GROUND, L5 15R, J - RECEPTACLE SPECIAL RECEPTACLE, SIMPLEX RECEPTACLE, PLUG MOLD O JUN TON BOX (WALL M OUNTED/CEILING MOUNTED) O THERMOSTAT (WALL M OUNTED/CEILING MOUNTED) ALARM JUNCTION BOX (WALLMOUNTED/CEILING MOUNTED) ALARM JUNCTION BOX ® FOR REMOTE TEST/RESET (WALL M OUNTED/CEILING MOUNTED) OS SMOKEDETECTOR ED NON-FUSED DISCONNECT FUSED DISCONNECT 0 EQUIP M ENT CONNECTION POINT (PROVIDEDWITH EQUIPMENT) CIRCUIT, CONCEALED IN WALLS OR CEILING, EINDICATES EXISTING WING CIRCUIT, CONCEALED IN SLAB FLOOR, E INDICATES EXISTING WRING �� CIRCUIT, EXPOSED, E INDICATES EXISTING WRING �– – --- - LOW VOLTAGE VNRING I -H CONDUITSLEEVE >t FLUSH MOUNTED PANELBOARD SURFACE MOUNTED PANELBOARD - TELEPHONE/DATA BOX FOR ISD LOW VOLTAGE CABLE 0 BOX FOR OTHER ❑- TELEPHONE, RUSH FLOOR MOTOR z TREPOWER POLE Y PUSH BUTTON [B BUZZER SS SAIL SNITCH JUNCTON BOX I(1 KI HORN/STROBE OH DOOR HOLD OPEN TC TIME CLOCK ABBREVIATIONS a,b,c LOWER CASE LETTERS INDIO TE A TCHING CONFIGURATION ALL ABOVEFINISHEDROOR AFG ABOVER ISHEDGRADE cCONDUIT CCT CIRCUIT CFCEILING FAN CN CASH WRAP EC ELECTRICAL CONTRACTOR EF ED AU ST FAN ETR ED STING TO REMAIN EWC ELECTRIC WATER COOLER G GROUND GC GEN REAL CONTRACTOR GFEP GROUNDFAULTEQUIPMENTPROTECTION GFI GROUND FAULT CIRCUIT INTERRUPTER HD HAND DRYER IG ISOLATED GROUND LCU LIGHTING CONTROLUNIT NLNIGHTLIGHT ITS POLL SCALE REC REFRIGERATION ELECTRICAL CONTRACTOR RC REFRIGERATION CONTRACTOR RH RADIANT HEATER SC SECURITYCAMERA TRTAMPER RESISTANT rvP TYPICAL UH UNIT HEATER UNO U NLESS NOTED OTHERWSE WHWATERHEATER WPWEATITER PROOF WE WEATHER RESISTANT POWER/DATA CONDUIT DROP LOCATION POWER PENETRATE CEILING JUNCTION BOXY GRID IN CORNER FITTING Roots CONDUTS SK DEVICES WALL ROUTE POWER/DATA CONDUITS AS DEVICES TO FRON — FLOOR FITTING ROOM ELEVATION J NTs ROUTE FLEXIBLE METAL CONDUIT TO JUNCTION PROVIDETEWRES FOR BOXATBARJOIST BOXHANGER-DONOT SUPPORT FROM CEILING GRID ADJusTABLE T-BARA HANGERTOSPAN2SUPPORTCHIP LENGTH OF CEILING(BOXSUPPORT PER JUNCTION BOX FLUSH MOUNTED IN LAWN CEILING T -BAR "KELLEMS" STRAIN RELIEF CONTAINMENT GRIP CONNECTOR AS SPECIFIED FOR EQUIPMENT. CO CORD AS SPECIFIED R FOR EQUIPMENT. SUSPENDED DROP CORD - LAY -IN CEILING 7 NTS PROVIDE UNISTRUT PER SPEIFIO TIONS.LENGTH AS REQUIRED TO SPAN JOISTS. SE URE TO BOTTOM CHORD OF BAR JOIST JUNCTION BOX SECUREDBAR JOIST OR UNISTRUT "KEIUMS"STRAIN PROVIDE TM STLOCK RELIEF RECEPTACLE. SIZE RECEPTACLE CONTAINMENT GRIP BASED ON RATINGS OF EQUIPMENT BEING SERVED DROP CORD TO CONNECTORAS BE TYPE SO SPECIFIED FOR EQUIPMENT � SUSPENDED DROP CORD - OPEN STRUCTURE L ITS VOICE/DATA ROUGH -IN SCHEDULE TROP ROUGHINNOTES Ty FLU SH M OU IT J UN CT ON BOX AT+20"(UNO) WTH (1)3/4" CON DU IT STU BRED I2" ABOVE LAY I N CEI D NG. .b FLUSH MOUNTJUNCTION BOX A-20"(UNO)WTH(1)3/4" CONDUIT ROUTED TO NEAREST ACCESSIBLE CEILING SPACE. T, SURFACE MOUNTJUNCTION BOX AT—(UNO)W7Y(1)3/4" CONDUIT STUBBED TO ACCESSIBLE CEILING SPACE. SCHEDULE GENERAL N OTES 1. ALL JUNCTION BOXES SHALL BE DOUBLE GANG WITH SINGLE GANG PLASTER RING UNLESS NOTED OTHERWISE ON SCHEDULE. 2. ALL JUNCTION BOXES TO BE ROUGHED IN AT SCHEDULED HEIGHT UNLESS NOTED OTHERWISE ON DRAVNNGS. 3. ALL CONDUITS SHALL BE TERMINATED WTH BUSHINGS. 4. PROVIDE PULL WIRE WTH EACH EMPTY RACEWAY(JUNCTION BOX/CONDUIT) INSTALLED. 5. CONDUIT RUNS SHALL HAVE NO MORE THAN 90 DEGREES OF TRANSITON BETWEEN PULL BOXES. 8. WHERE CON DUIT(S) TRAVERSE AREAS W7U CE LI NGS OPEN TO STRUCTURE, CON DUII SHALL BE CON CEALED AS WELL AS POSSI BLE FROM VIEW FROM CUSTOMERAREA. ]. FORCONDUITRUNS SCHEDULEDWITH I-1/2" OR LARGER CONDUIT UTILIZE LARGE RADIUS SWEEPSATPOINTS OFTRANSmON. 8. ACCESSIBLE CEILING SPACE SHALLBE CONSIDERED 12NCHESABOVEALAVJN CEILING ORABOVE BAR JOIST ACCESSIBLE BVA SCISSOR UFTFOR AREAS OPEN TO STRUCTURE. C ILING COVERPLATE RECEPTACLE CEILING MOUNTED RECEPTACLE `r NTs INSTALL FURNISHED POWER POLE. MOUNT JUNCTION BOX(ES) TO TOP SIDE OF BOTTOM CHORD OF BAR JOIST. PROVIDE 3/8" FLEXIBLE METAL WHIPS FROM JUNCTION BOX AND CONNECT AT TOP OF POWER POLE. CABLE WHIPS TO POWER POLE SHALL BE INSTALLED IN A NEAT AND WORKMAN IT HE MANNER ROUTE WHEAT TO TERMINATIONS ALONG UNISTRUTOR STRUCTURE AND SUPPORT EVERY 12" TO 24" ALONG ENTRE EXPOSED LENGTH. EXCESS CABLE SHALL BE KEPT TO A MINIMUM AND TIGHTLY COILED AND ATTACHED TO UNISTRUT OR JOIST. NO CONNECTION OF ANY KIND SHALL BE MADE TO JOIST WEB MEMBERS, JOIST BRIDGING, ORROOF DECK MAINTAIN MINIMUM 0" CLEARANCE FROM TOP OF POWER POLE TO ROOF DECK. JUNCTION BOXES AND A CEWAvA SHALL NOT BE MOUNTED WITHIN 1-1/2" OF DECK. PO LES ARE ABLETO BE FIELD CUT FORAREAS THATHAVE LOWER STRUCTURE OR CEILINGS. FOLLOW MANUFACTURER / INSTRUCTIONS FOR SOFFITS ooRDIWHEN PEN ETR TING LOCATON YP AN BOARD CEILINGS OR SOFFITS COORDINATE LOCATION AND QUANTITY OF ACCESS PANELS TO MAINTAIN ACCESS PER NEC REQUIREMENTS WTH ARCHITECT. SECURE TOP OF POLE PER MANUFACTURER INSTRUCTIONS. EXTEND POWER PROVIDE PVC SLEEVE LENGTH 12" POLE 12"MIN . MIN. TO 36" MAX TO ACCOM M ODATE WITHIN PVC SLEEVE, VARIATION S I N STRUCTU RE H E GHT. / PROVIDE 2-v2" UNISTRUT INSTALL CEILING FLANGE STRAP TO FURNISHED WTH POLE WHEREVER` FIRMLY CLAM P POLE PASSES THROUGH CEILING TO CONDUIT INSTALLTwC-PIECE, SELF-ADHESIVE FLANGE FURNISHED WITH POLE EXE DE ARM' WH EREVER POLEPASSES THROUGH ED ENDERMIL WOR EXCEPTATCHECKOUTS RUT 2-1/2"PVC MILLWORK CONDUIT SPACER ITHFOOT POWER POLE PROVIDE UNISTRUT PER SPECIFICATIONS. LENGTH AS REQUIRED TO SPAN JOISTS. SECURE TO BOTTOM CHORD OF BAR JOIST. PROVIDE 1/4" BOLTAND 1-1/4" FENDERWASHER, TYP PROVIDE LOC FENDER ` BOTTOM 114 IT FINISHED WASHER, LOCK WASHER CHORD OF BAR AT 2-3/4" AND NUT, rvP JOIST EMBEDMENT, FLOOR rvP POWER POLE FOOT (FOR FREESTANDING POLES) wHENINSTAw NG ENTERTAINM ENT TABLE(ENT)POWER WHEREPOWER POLE FOOT ISTO BE INSTALLED ON TH RUBBER POLE, A SEPARATE SPACER IS PROVIDED TO BE INSTALLED FLOORING,ORCARPET, REMOVE PORTION OF THE FLOORING TO ALLOW IN SPACE BETWEEN SI DE OF MILLWORKAND POLE. FOOTTO BE SECURED DIRECTLY TO THE FLOOR SLAB. REFERTOSPEC ENSUREPROPER POLE ORIENTATION TO ALLOW POLE UP SEC TI ON 05090. DO N OT INSTALL DI RECTLV ON TOP OF TRAIN SITI ON STRI PS. —TED REMOUNTED FLUSH W7U TH E TABLE. SECU R N G TH E FOOT DIRECTLY ON TOP OF VCT FLOORING IS ACCEPTABLE. POWER POLE CONNECTION ITS GENERAL NOTES 0 RE � 3 m J � -a3a o§Q'o oo 3J =sooaw�o a o ws'o�a a3 O �0 LU n � 08 Og o "O o Qmz m O 0 C�J ISSUE BLOCK CHECKED BY TILL ORAVNV BV'. MOB PRoro wcLE oa/29/21 DOCUM ENT DATE. 05/10/21 ' IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNEDAND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). pH011TEpT� h A agg TAYLORL LIs E-1]219 F 01 NES 05/19/21 ELECTRICAL DETAILS SHEET. E3 TRANSFORMER SCHEDULE DRY TYPE TRANSFORMER NOTES(ALLNOTES APPLY). A.T-GROUND IN ACCORDANCE WTH NEC 250.30. B. TRANSFORMERS SHALL BE 150 DEC C RISE, MAXIMUM, WTHANSI/NEMAMAXIM UM SOUND LEVELS. C. CLEARAN CE FOR VENTI LATIN G OPEN I NGS SHALL BE N O LESS THAN THAT REQUIRED ON MAN UFACTU FEAR NAM EPLATE. NEC 11013(8), 450.0 AN D 45011. D. EQU I PM E SHALL BE M AN U FACTURED BY CUTLERHAMM ER, GEN ERA ELECTRIC, STEM ENS OR SQUARE D. EXISTING SUBM ETERING. IF ITIS NECESSARY TO REMOVE A M ETER, RTU SERVER, CT OR DISRUPT THE COMMUNICATION OF THE SUBMETERNG SYSTEM IN ANY WAV THE CONTRACTOR IS RESPONSIBLE TO RESTORE THE SUBMETERNG SYSTEM TO THE SAME LEVEL OF ,IXISTING ED STING DISTRIBUTION SYSTEM IS OPERA ION THAT EXISTED PRIOR TO THE WORK BEING UTILTVTRANSFORMER SERIESRATED. EC SHALLPROVIDE INITIATED. THE EXISTENCE AND FUNCTIONALITY OF THE !480Y/2]]V, 30,4W SEC CIRCUIT BREAKER(S) THAT WILL SU BM ETERIN G SYSTEM SHALL BE VERIFIED BY CAW NG MAINTAINEXISTINGMANUFACTURER'S WALMART BU I LAI NG PERFORMAN CE TEAM AT 4&2040432 L-- - U L LISTED SERIES RATED SYSTEM. BETWEEN THE HOURS OF] AM AND 5 PM CENTRALTME. MSB ELECTRICAL ROOM 1 EXISTING 2000AMPS 480Y/2]]V30- Al 7 3P A 3P A 3P A SPA SPA _O c sr. GFR ETR PETR ETR ETR ETR ETR I IXISTING EwsTNG PNLBD PNLBD uu u01 240/120V 208V/120V EDC1 IXISTING IXISTING EXISTING EXISTING EDI STNG AP AP LLE2 EBAP 480V/2B]D]V 480V/]D]V 480V/2]]V 480V/2B]D]V 480V(t]G]V EPAANELG House Esso TED A 225KVA ov 208Y/120V NG) (EXISTING) EXISTINPNLBRG EXISTING 7EXSTNG24FILED ENTER o140V208V/IB W UPS I F_ IXISTING BUSWAY BUA 208T/12W Up s UPs ROOM ELECTRONICS SONE -LINE DIAGRAM 12..-1y0. [EDGE EXIST NG EXISTING EXISTING IXISTING EXISTING IXISTING IXISTING euswAv euswAv euswAv euswAv PNLBG PNLBG PNLBG 208YA XV 240/1 OV 208Y/1 20V 208V/120V 208V/R120V 208V/0120V 208V/120V I�LESFLOOR PHARMACY_] DELL CENTER FEEDER SCHEDULE ONE -LINE DIAGRAM LEGEND PANELBOARD NOTESAND Q NATIINE AND TYPE THILINT"'NEW EQUIPMENT �"N" ITIR EllEE ARE DEAD IN E.T -H L TERMINATE GROUND ON ISOLATED GROUND BUS. coN1.1 Koo Y EIIEE°cIIaolN.Tl NEc'Y'Ee THA EXISTING EQUIPMENT 2. INSTALLACE) DEVICE EVICESALLB OCK OFF FOR FEEDER OR GROUND SIZE MAINTENANCE) LOCKING DEVICESHALLXI UL TI ----- EQUIPMENT TO BE OEM OLSHED LSTED.MANUFANUFAC URERSHALMATCH EXISTING PANELBOARD MANUFACTURER. NOTE 3. INSTALL LOCKING DEVICE (LOCKON FOR CRITICAL ALL OF THE ELECTRICAL DEVICES SHOWN ON THE RISER LOAD, . DIAGRAM ARE EXISTING AND ARE BASED UPON AS BUILT DRAWNGS. EC. SHALL VERIFY THE EXACT EXISTING 4 GFI BREAKER FOR PERSONNEL PROTECTION(5MA). GO DITONS, SIZES AND LOCATIONS OF EQUI PMENT PRIORTOROUGH-IN. THIS RISER IS SHOWN FOR 5. GFI BREAKER FOR EQUIPMENT PROTECTION(30MA). INFORMATIONAL PURPOSES ONLY AND ANY NEW DE VICES ARE SHOWN IN BOLD AND ARE NOTED DURING 0. CONDUCTOR SIZE HAS BEEN INCREASED FOR CONSTRUCTION THE STORE SHALL STAY OPEN FOR VOLTAGE DROP. SIZE EQUIPMENT GROUNDING BUSINESS. ANY NECESSARY POWER DOWNTIME SHALL CONDUCTOR PROPORTIONATELY PER NEC. BE SCHEDULED AND APPROVED BY WALMART CONSTRUCTION MANAGER. ]. REFER TO ONE- LINE DIAGRAM FOR AVAILABLE FAULT CURRENT FOR INTERRUPT RATINGS. 0. REFER TO ONE- LINE DIAGRAMS FOR WAR SIZES. 0. FACTORY WRED TO LOAD. 10. BREAKER SHALL BE HIGH MAGNETICTYPE. 11. BREAK ERREMOVAL-FIELD VERIFY CIRCUIT BREAKER IS NOT SERVING AN EXISTING LOAD. ANO EXISTING LOAD, REMOVE CIRCUIT BREAKER AND PROVIDE FILLER PLATE. IF BREAKER IS SERVING A LOAD, IDENTIFY LOAD SERVED. UPDATE CIRCUIT I DENT FCATION SCHEDULE AS"SPACE "OR INDICATE LOAD SERVED. 12. DUALTAP SOLENOID OPERATED BREAKER CONNECT EMERGENCY/NIGHT LIGHTING TO UNSWTCHED TERMINATION 13. EXISTING CIRCUIT AND/OR CIRCUIT BREAKER. 14. ROUTE CIRCUIT THROUGH CONTACTOR 15. PROVIDE INTERLOCK WIRING WTH EXHAUST HOOD ANSUL SYSTEM. 10. RELOCATED SRW IT FROM EXISTING PANELBOARD. 17. PROVIDE BLANK CIRCUIT BREAKER FILLER PLATE FOR EXPOSED SPACE IN PANELBOARD. 18. PROVIDE U L LISTED OVERCURRENT DEVICE TO COORDINATE AND MAINTAIN MANUFACTURER'S SERIES RATED SYSTEM. 10. EXISTING CIRCUIT BREAKERTO REMAIN. VERIFY CONDITION OF CIRCUIT BREAKER TO ENSURETHAT IT IS OPERATIONALAND MEETS ALL UL RATINGS. 20. ROUTE CIRCUIT THROUGH EXISTING LCU CABINET UTIL ZING EXISTING RELAY AND CONTROLS. UPDATE LCU IDENTIFICATION SCHEDULE WTH LOAD IDENTIFICATION. 21. SOLENOID OPERATED CIRCUIT BREAKER. REFERTO ENERGY MANAGEMENT PLANS FOR CIRCUIT BREAKER CONTROL 22 EXISTING LOADTRACEEXISTING CIRCUIT, IDENTIFY LOAD AND UPDATE CIRCUIT IDENTIFICATION SCHEDULE FOR LOAD SERVED. IF CIRCUIT IS NOT IN USE, REFER TO PANELBOARD NOTE (11). 23. ROUTE CIRCUIT THROUGH ENCLOSED GFI BREAKER FOR PERSONNEL PROTECTION(5MA). 24. SPARE- FIELD VERIFY CIRCUIT BREAKER IS NOT SERVING AN EXISTING LOAD. IF NO EXISTING LOAD, PROVIDE LOCK OFF DEVICE TO LOCK SPARE BREAKER IN THE OFF POSITON. K BREAKER IS SERVING A LOAD IDENTIFY LOAD SERVED. UPDATE CIRCUIT IDENTIFICATION SCHEDULE AS "SPARE" OR INDICATE LOAD SERVED. 25. EXISTING LOADTRACEEXISTING CIRCUIT, IDENTFV LOAD AND UPDATE CIRCUIT IDENTIFICATION SCHEDULE FOR LOAD SERVED. IF CIRCUIT IS NOT IN USE, REFER TO PANELBOARD NOTE (24). GENERAL NOTES 1. NEW OVERCURRENT PROTECTIVE DEVICES PLACE IN EXISTING PANELBOARDS OR DISTRIBUTION BOARDS SHALL MATCH THE TYPE AND AIC RATING OF EXISTING OVERCURRENT PROTECTION DEVICES IN SAID BOARD. 2. EC. SHALL TRACE ALL ELECTRICAL CIRCUITS FOR EVERT EXISTING PANELBOARD AFFECTED BY THIS PROJECT. IDENTIFY LOADS ON EACH CIRCUIT. PROVIDEA COMPLETE TYPEWRITTEN CIRCUIT IDENTIFICATION SCHEDULE FOR EVERY AFFECTED A NELBOARD. 3. ALLOVERCURRENT DEVICES ARE NEW UNLESS NOTED OTHERWISE. SOURCE OF SUPPLY NOTE CONTRACTOR TO VERIFY THE FEEDER ORIGINATION POINT SOURCE OF POWER FOR ALL DISTRIBUTION BOARDS, PANELBOARDS, AND BUSWAY AFFECTED BY THE REMoDEL SCOPE OF WORK PROVIDEA LAMINATED PLASTIC NAM EPLATE PER SPEC FICATIONS INDICATING THIS INFORMATION. EXAMPLES H IA FED FROM KID IT D FED FROM HUB VIA LID ARC FLASH PER NEC ARE PROVIDED BY OWNER UNDER SEPARATE CONTRACT POWER INTERRUPTION NOTE 0 � 3 Q w J> -a3a o§Q'o wS'ooa a3 O J 0 LU N N Z BE o c � "O o ami J 10 In O 0 ISSUE BLOCK CHECKED BY TILL DRAWN By RJs PRoro wcLE oa/2e/21 LOCUM ENT DATE. 05/10/21 ' IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNEDAND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). pH0111EpT� h ,r agg TAYLO i L lIs E1r21s F 01 NES 05/19/21 ELECTRICAL ONE -LINE DETAILS AND SCHEDULES sHEET E4 BI -W EXISTING) TRACK BUSWAY REFER TO SHEET E4 FOR PANELBOARD NOTES OO � 3 m J> w�'o�a a3 J 0 LU N N z N� Og o �O o ami m O 0 ISSUE BLOCK CHECKED BY TLL Dru�wN Ev res ERoro wc�E-. 9aiz9izi DocuMENT DATe osn else ' IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNEDAND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). pgairE�r� h A agg -OR L EWB E-1]219 F O NES 05/19/21 PANELBOARD SCHEDULES sHEET E4.1 5GOORCASE 5DOOR CASE 4DOOR CASE 126A 126A l9A nMn Mn B e c A c A/E 1 e/E d c/E PROVIDE 200130 HOME RUN TO DESIGNATED PANEL BOARD FINAL CONNECTION AT CASE BY RC. NOTES ON SYSTEM S VNTH UNEQUAL LOADS, REC (REFRIGERATION ELECTRICAL CONTRACTOR) SHALL ARRANGE CONNECTIONS FOR MAXIMUM BALANCE CASE DEFROST WIRING NTs NOTE. TAPGEFROSTCRCUITIN CONGULETAT CEILING PENETRATION JUNCTION BOXWTH#10AWGFOR FILLED VNTIT SILICONE CONNECTION TO UNIT. MAXIMUM COIL FAN/DEFROST POWER EMT CONDUIT 1"EMTCONDUIT LENGTH OFTAP CONDUCTOR IO" AND WRING TO DESIGNATED PANEL VIA PENETRATION SEALED WALI4IN FAN/DEFROST CONTROL DEVICE. WTH SILICONE SEALANT. FINAL CONNECTION BY RC EMT CONDUIT AND WRING TO NEI COOLER /FREE ZER Box CEILING COIL POWER JUNCTION BOX ON SAME CEILING MOUNTED WP JUNCTION BOX WITH THREADED HUBS SYSTEM WHEN MULTIPLE COILS ARE IN ANG GASKETEG COVERPLATE. SEAL TOP OF JUNCTION BOX SAME OLER/FREEZER BOX. POWER TOCOOLER/FREEZER CEILING WTH SILICONE SEALANT. CONDUIT AND WRING SAME SIZE AND QUANTITY AS WIRING TO PANEL PROVIDE CEILING MOUNTED MANUAL SWTCH'SQUARE D' CLASS 2510 OR CLASS 3110IF OVER 30 AMPS (OR EQUAL), I EM WTH NEMA 4 WATERTIGHT DIE CAST ZINC TYPICAL COIL ENCLOSURE FOR CONNECTION OF EVAPORATOR COIL FANS (CF) AND/OR ELECTRIC DEFROST (ED), (WHERE SHOWN ON DRAWINGS). PROVIDE PLACARD ON CEILING DETAILING PURPOSE OF EACH MANUAL SWTCH AND THE ELECTRICAL SOURCE (PANEL AND CIRCUIT NUMBER)L* * __ . 1" LIQUID TIGHT FLEXIBLE METAL CONDUIT TO KNOCKOUT ON UNIT. FINAL CONNECTION TO COIL BY RC NOTE DO NOT LOCATE WE JUNCTION BOX DIRECTLY IN FRONT OF DISCHARGE FAN, OFFSET -SIDE J NTs EVAPORATOR COIL WIRING BRACKET CONDUIT TO FLOOR AS REQUIRED PER CODE IF PROVIDE TRANSITON FROM EMTTO FLEX REFRIGERATION PIT UNDERSLAB PVC CONDUIT FOR REFRIGERATED CASE BRANCH CIRCUITS UNDERSLAB CASE CONNECTION WIRING `r NTs TERMINATION TO REFRIGERATED CASE ELECTRICAL CONNECTION POINT BY RC. ROUTE EMT CONDUITS POINT TRANSITION TO FLEX 12 wIRE PIGTAILS IF — 5' FLEXCONDUITTYP SECURE CONDUIT TO FLOOR OR TOPCASE AS REQUIRED BY CODE , IF PROVIDE TRANSITION FROM EMT TO OQUI6TGHT FLEXIBLE METAL CONDUIT BRANCH CIRCUIT CONDUITS TO OTHER REFRIGERATED CASE SYSTEMS, IF CASE CONNECTION WIRING NTS H -y r,-1 REAR REFRIGERATION ELECTRICAL PLAN _1 o II II ifi409 I REFRIGERATION ELECTRICAL DEMO PLAN RCU' MOUNTTOFRAMING OR (ON ROOF) NON-REMOVABLEACCESS PANEL 1 fi250 wR WP CHL2527 29 PROVIDE 3/4"CFROM Low VOLTAGE WRING COMPARTMENT TO ACCESSIBLE INTERIOR JOIST SPACEANDTERMINATEWTH BUSHING OO � 3 m J> 0 3J =soo�aw�o a ' wS'o�a a3 O T�T 0 Lu N N z,N� Og �O o Qmz ED ED O Ul N ISSUE BLOCK CHECKED BY TILL "DATE IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNEDAND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). XgaIrE�Y� h� A agg TAYLO i L lIs E-1]219 F 01 NES 05/19/21 EFRIGERATIO ELECTRICAL PLAN SHEET RE1 CONTRACTORIS RESPONSIBLEFORCOMPLETEINSTALLATIONOFTHEILGHUNG / AAA SYSTEMASI NDICATED ON PLANS AND/OR AS MODIFIED TOACOOMM ODATE ( y EXISTING OBSTRUCTIONS. IDENTIFY CONFLICTS PRIOR TO ROUGH IIN. WHERE Y CONFLICTS— EXISTING UTILITIES OCCUR, ART UST FIXTURE LOCATION AS UPON COMPLETION OF INSTALLATION, REQUIRED. FIXTURES SHALL BE INSTALLED AS NEAR AS POSSIBLE TO CONTRACTOR SHALLTEST PRODUCEDGHLNG LOACTIONS INDICATED ON PLANSVNTH EVEN SPACING MAINTAINED. FOR PROPER OPERATION AND CONTROL GROCERY LIGHTING PLAN L 1/4•- 1 0'• PRODUCE SALES ALLTRACK AND HEADS T GROCERY LIGHTING DEMO PLAN 1/8” - 1' 0" OO � 3 m J> w5'o�a a3 J 0 LU N N z JN tt Og o BE R ami m O 0 ISSUE BLOCK CHECKED BY TLL ORAVNV BV'. OLM PROTO CYCLE'. 83/28/21 DOCUM ENT GATE. 85/18/21 ' IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNEDAND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). pgalrE�Y� h� A agg TAYLOfiL l E1r21s F 01 NES 05/19/21 GROCERY LIGHTING PLANS SHEET GE1 REMOVE ALL UNUSED LIGHT FIXTURE MOUNTING HARDWAREFROM DEMOLISHED LIGHT FIXTURES (I E. uwsTRUT„1uIvcTONBOXES ,ETC) 4 PRODUCE SALES ALLTRACK AND HEADS T GROCERY LIGHTING DEMO PLAN 1/8” - 1' 0" OO � 3 m J> w5'o�a a3 J 0 LU N N z JN tt Og o BE R ami m O 0 ISSUE BLOCK CHECKED BY TLL ORAVNV BV'. OLM PROTO CYCLE'. 83/28/21 DOCUM ENT GATE. 85/18/21 ' IMPORTANT NOTICE: THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION UNLESS SEALED, SIGNEDAND DATED BY THE LICENSEE IN RESPONSIBLE CHARGE (AOR/EOR). pgalrE�Y� h� A agg TAYLOfiL l E1r21s F 01 NES 05/19/21 GROCERY LIGHTING PLANS SHEET GE1 DESIGN LOADS GENERAL NOTES 1 CODE 2009 LO 1 0 GENERAL 2 GRAVITY LOADS 2 T HE BASE ANCI= . EMBED A ATNOD'CEOENTNAELCLTBONLSDINOG�CTOIDEEI'.ETI�E'SE'SIO�N ON TI IS INSTALLATION DRAW NG HAVE BEEN DES GNED • REFER TO MANUFACTURERS RATED LOADS To ' ES ST DES ON " NDISEI SM C LAT FIAT FO PC ES FOR TIE B U LD NG CODES NOTED N THE DES ON LOADS TABLE ON T, A STEEL LATEALLOADS SE SM C LOADS 2 A FF (Sos) ,tee 2.1 SIB ON=DASAAS TO HAVE A MINIMUM OF 1000 'SST'NG - ESP coEF (SO 0os4g 22 S ASSUMED To BE AMNI MUM OF4INCHESTHICK(s,12INCIES TH'CK MINIMUM AT TIE ERTERIOR GARDEN CENTER PER (AssuMED7 R TAND STOHE SIB BAGON GRADE IS uNICE INF0ECEDANO PLACED OVERAMINIMUM OF4 INCHES OF DRAINAGE FILL I SEE ON CAT ' NON BUILD NG STRUCTURAL SYSTEM AND SEISMIC STEEL STORAGE FACHS RESST NG SYSTEM MATE'AT FOR 'ACKS I RESPONSE MODIF CAT ON FACTOR (R) ESE PLANS. oR'AX2 0 12 OW NE ' STOP EGA BE MA NTA PENCE 'E' TANCE FAoR OP) ALL OB TAIN OUT OFFLUMB INSTALLATION TOLERANCE ED OM FIxTU RE SU PP U ER PRIOR TO INSTALLATION -RMI 2012SHOP, - A 15(PUBLIC ACCESSAREA733 AN SHOP USE E7o WELD - , 0 IN O PH Buc AC CESS) 3. "" RE(ASCE-], AECT 12 ea 155) EQUIVALENT LATERAL FORCE 3s 2oCOCA OR EQUALTO TENSILE STRENGTH OF BASE METAL OF E (OR EQUANTS PER AWo B S Dl 1OFF THE UPRIGHT FRAME HEIGHT) MINIMUM 10 DESIGN BASE AR (PER 2012CM CLEARANCE eETwEEN OTHER RACK EIxTu REs oR ADJACEN T auILDIN c ELEMEN Ts PER ASCE 110 sEcnoN ,s s a e. -ew (Puauc AccEss AREA? w (NO PH BIT ACCESS) '0 �l GENERA TO ON TRACTO F To AN C IT 0 F ALL SHE LVIN G AN D BACK NG FINTURES ACCORD NG TO TYE=ESMENTS NOTED ON SIT EETS FXS 1 AND "S2 43 GENEIALCONTIACT01 INSURE THAT PROPER PROCEDU REs AND W ORA SEG REGATIONNARE IN PLACE DURING ALL FIXTURE ANCHOR NG PROCEDURES 44 GENERAL LcoNTRACTOR TO CLEAN ALL RESIDUE FROM suRRouIVDINC FIXTURES AND AREA AS ANCHORING IS COMPLETED (CLEAN As you GO) 4 5 GENEIA LCO -FACTOR A To PERFORM ALL REMOVALAND INSTALLATION OFANCHOR STRAPS ANDIOR BOLTS AT FIXTURES FE.UIPEING P E EM ANENT OR TEMPORARY RELOCAT ON ANCHORAGE BILL OF MATERIALS USAGE MATERIAL TYPE COUNT DEWALTSCREWBOLTL 112 DIAMETER- (.PFM14113E0) 71 DEWALTSCREWBOLTL 311 DI 12" (PFM14112207 DEWALTSCREWBOLTL 114 METERxiB 14" (#PFM1411020) ANCHORSTRAPS LLANCH CMU-- DIAxs ITWB DHE e�j 114,BGE DIAMETER TAPcoN 3 2a MULSTUDWALLS ALLLA-NLcHOR 27 1. ANCHOR BOLTS AND STRAPS NOTED ABOVE ARE FURNISHED BY AND NSTALLED By THE GENERAL CONTRACTOR (GC). 2. ANCHOR STRAP SUPPLIER CONTACT INFORMATION. LOZIEA JOSHGOEDKEN, josbuago dken@IoDi biz,(402)457-8378 MADIX CHERI BAGLEV, c gI,@ Md,xUn om, (256)839 6354 SHELVING FIXTURE &ANCHORAGE SCHEDULE FIXTURE FIXTURE ANCHORAGE MARK FIXTURE DESCRIPTION HEIGHT DETAIL .. ON aK ° HALF colvoowON 11Fxs2 — -- � � � HALE GomooLA so" ,� EXISTING RACKFRAMESTOBE x SHELVI NG VNDTH SHELVI NG DEPTH FX RELOCATEDTO LOCAnON SHOVNV,RE-ANCHOR PER 2PASS (IN INCHES) �ON INCHES) 24W 24U (THESE FRAMES ONLY) Ff (SD-ANCHOR BOLTUPERDUTY ANCHOR NOTED) 33678 EC(END CAP) (REF DETAILS) ANCHOR BOLT �1 444 24TVSD (REF�AILs) EXISTING BASKETBALLGOAL L SHELVING FIXTURE TV PE MARK LGC4RATURE TIONOBE A OCATED TO SHOWNLR ANCHOR PER AND HEIGHT PER SCHEDULE HEDULE END FRAME HEIGHT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Y) FXTU EYMBOLEND CAP 13 FXS2 (THESE FRAMES_ ONLY) GONDOLA _ ill - - -- - --------------- ED TING�112SUPERDUTY L_`_`• -� i �, ��}1' - _ - 1�y; ��; I'i I'i _� �`y; ' LEGEND NOTES'. GONDOLASTO BE RELOCATEDTOy 1. AN CHORS SHOWN ABOVE FOR EXAMPLE ONLY, REFERTOPLAN LOCATION SH OVNV, RE -ANCHOR PER ',-N 4�' - �__r�J_�� - - - �;L�,' E+ -�,' E+ ~F,' AND DETAILS FOR ACTUAL ANCHOR CONFIGURATION. r y-1 B PASS (THESE FRAMES ONLY) � 7' �� 'Hy' r� N` 2VN . NOT ALL SYMBOLS SHOWN MAYBE APPLICABLE TOTHISPROJECT EXISTING BIKE RACK TO BE RELOCATEDTOLOCAn ON SHowN, RE -ANCHOR PER aExs2 T T y '#` !+' - (THESE FRAMES ONLY) RACK FIXTURE SCHEDULE - - L-, iev - - - oNLVTHosE RAcwswELVING - = = - - -' - - -' -" FIXTURE FIXTURE FIXTURE M -SHELF 22,02 ocP y� - _ FIXTURES NOTED ON TH PLAN o ___L___L___1___1___ ___ -, REouIRANCHORAGE (uNo). - __,_ _. _ �F _ _ '( JL R�ocP HT FRAME MARK LOAD (LBS) DE ' 'I J 'h-', '�4'I „ „ STORAGE RACK STORAGE BACK ERAMEm 72 o7sA ,200 rr�� ##yy e MARK RACK FIRAME AND ANC ERAME 22-,o2 ocP 250 W- __`_`_`_- - }_I ,"� ANCHORAGE SCHEDULE ___ EXISTING END�CAPSTO BE - +_, ' ' 'h 'h 'Iy 'Iy n �' © y �`' CJ _ ____ _ _ _ _ _ _ __ _ -- ELOCATEDTOLOCATION - .=.'}B �� ' �7' ' ' ' ' h 1T �' f FRAME MARK ANCHOR DETAIL FRAME COUNT 'yy''_i_- SHOWN, REANCHOR PER `_ _:y 'r�_�i i'�"i y� .< ., ., ��' ! �_G-.==J_=G'i _ _FXS215 --=c-PASS - .�. N. f f { 3 3 } i L~ _ _ _72_ 14 Yl - ---- - - - - - ---- - -- -- -- -- -' -` _' -" =f= =�=�� r -c i -�- - - - - DENOTES RACK FRAME LOCATIONS WTH MISSING J--_'t_'t HORAGENOTES oR DAMAGED ANCHOR Bo ONE OR BOTH - - ` • _____ - - - - - E _ _ _ _ __ _ _ _ = LCL' � BASEPLATES. REF THICKN A c TT FRAME POST WALL THICKNESS '-" (INCHES 075=0 CHNNA --------- ------ i` --,h - - NNELPosT caGs7 TT RACKFIXTUREMARK (SHELF CONFIGURATION - NEW RACK LL_ LL_ L_i'L S' �(, VARIES -BV OWNER) _ EXISTING RACK o u , , p €E-- m�L.Y �, iE-i-T-T-� .�, -- -- - T' RELOCATED EXISTING RACK - - ------ - - - - - - ---- - _ _ __ p � iF - HEV ANCHOR BOLT IREF DETAILS)!_._' __, NEWCHANGING ROOMS, �`f iF i - LFRAME POSTTVPE, ANCHOR PER 11-FXS2E-'- -`i -""' - -"" '- ° REF SCHEDULE A=UA EXISTING RACKWITH NEW - -- �F-' �F-' � �' SHELF CONFIGURATION H FRAMEHEGHT -- - �4 i IN INCHES) . - - - - - ----- - - --l' ® Lu. �i'i `^ _ �' U FRAME WIDTH IN INCHES _- �¶I EXISTING RACK EXISTING 1/2 GONDOUIS TO BE- r �� X++ 71,T_ L�1 ( ) _- a WITH NEW FRAMES - - -- -_ - O � �° x'24K FIXTURE SELocATEDTOLOCATION ,� ,� i� 1t. TYP RACK FIXTURE SYMBOL RACK SYMBOL LEGEND sr1LOCA NCHORPER 0- �, 4, . . . ----- a— 1A FXS2 (THESE FRAMES ONLY- I� - HEVit LTF "D ri 44.72 075A --- --- ��Y ' Fom �� ]� ' "__�;' :t - 'K I � 0 3 1.. Ifl'I r_ I�EL4L_�17 I g } } 'i' J li FIE FIXTURE ANCHORAGE PLAN 1"-20y0. IT wG 5 3J =So ooM1�oo o�a a3 ¢i D O Lu Hoo O O Z bozo o mmo qj ISSUE BLOCK CHECKED By eF1cJ DRAWN BY. HH PRoro cvcLE oa12e121 DocuMENT DATe 0511 e121 FIXTURE ANCHORAGE PLAN AND NOTES SHEET FXS 1 ANCHOR BRACKET AT EACH FRAME BY SUPPLIER { PLAN VIEW I I A x - - A CKBRACNG ANOFRAMESZES BY SUPPLIER - jO--X- LL'1 o vs ELEVATION SIDE VIEW (n)BIKE RACK ELEVATION BASE PL,/8"MIN 9/16 DIA, TVP ANO FRAME BY RACK SUPPLIER 'Ae III ANCHOR BOLTS) PER BASEPLATE 3/8" DIA D SCREW BO— REE 3FXS2. hWor 2",ho-2112",(UNo). BASKETBALL GOAL FIXTURE 13 ,,/2._10. - BOLTALLUPRIGHTSTO WALL, REE GONDOLA UPRIGHT ANCHORAGE ATWALL BOLTALL(NONSUPERourv) UPRIGHTSTO WALLAT e''-0" AFF. USE (1) 3/8"S" LARGE - GONDOLA UPRIGHT FRAME, DIAMETER TAPCON(LDT-3850) REF PLAN CONCRETE SCREW AT CM U OR 1/4"X0" LAG SCREW WTH 1/2" DIA WASHER AT STUD WALLS. NOTE: GONDOLA UPRIGHT FRAME, ANCHOR AT UPRIGHT IS REF FINAL MERCHANDISE PLAN NOT REQUIRED IF FRAME HEIGHT ORADJACENT EI WALL HEIGHT IS LESS THAN 72" (0'-0") METHOD OF BOLTING VNLL VARY DUE TO DEFERENT EXISTING WALL MATERIALS. ANCHOR AT HALF GONDOLA UPRIGHT CLO SURETUBE-NO SLOTTED OPENING AT MIO SPAN OF FRAME OUTSIDE FACE OF ENO FRAME ANCHOR STRAP (1" WIDE x 22GA THICK) FIELD CUT STRAP AS SHOWN AND ATTACH TO INSIDE FACE OF FRAM E WTH (2) #, 2-,4x3/4" TEK aAT GBREFANoIMENT SPACING SHOWN TOSI WTH SAME BOLT NOTED FOR TYPICAL ANCHOR CONDITION AT THE ENO FRAME 22 GAUGE ALTERNATIVE ANCHOR STRAP/BOLT CONNECTION STEEL STRAP 1/2OIAM ETER AT END FRAMES -ONLY ALLOWED FOR USE WHEN ALTERNATIVE ANCHOR AT CLOSURE TUBES DO NOT HAVE SLOTTED OPENING HALF GONDOLA ENO FRAME " HOLE CLOSURE TBE (TVP AT HALF GONDOLA ENO FRAM ES) TYPICALANCIHOR w OUTSIDE FACE AT EN O FRAME STRAP LIGHT GAUGE STEEL STRAP (GALVANIZED) BASEPLATE mG 1"VNDEx22 GAMIN THICKNESS AND FRAME _ (FIELD BEND STRAP TO PROVIDE TYPE BYSUPPLIER, SH OWN FOR ENO FRAMES) ryP REF ,-FXS2 FOR PLACEMENT OF STRAPS (1) ANCHOR BOLTS) PER STRAP/FATE 3/8" DIA DEWALT SCREW BOLT,, REF 3FXS2. Hn-2",ho-2112",(UNO). ANCHORSTRAPS ATSUPERDUTY(SD) ATGONOOLAORT-FRAME SIMILAR FORT -FRAME INTERIOR & EOFRAMES INTERIOR &EOFRAMES FIXTURE TYPICAL ANCHOR nAT GONDOLA FRAMES TIGHTENING REQUIREMENTS "SNUG -TIGHT"- NO GAP BETWEEN HEaO of ANCHOR BOLT ANo eASE PLATE oR ANCHOR STRAP. PIATESTRAPTHICKNESS h-- EMBEDMENT DEPTH ho - M IN HOLE DEPTH ''U La -LENGTH OF ANCHOR NOTE ALLANCHOR BOLTS SHALLBE DEWALT SCREW BOLT+. THE ANCHORS MUST BE INSTALLED IN ACCORDANCE WTH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS AND PER ICO ESR -3889 REPORT (IN CASE OF CONFLICT, THE ICC ESR -3889 GOVERNS). REF ANCHOR DETAILS FOR DIAMETER AND EMBEDMENT. NOTE F CENTERLINE OF ANCHOR BOLTS FALL WTHIN1 OF 0 NTROLJOINT S IFTFIXTURE2'(MAGID RPENOICULAR TO THEJOINT, OTHERWSE SU BM IT RFI TO THE ARCHITECT FOR ALTERNATE INSTALLATION BEFORE INSTA W NG BOLTS. ANCHOR BOLT DETAIL 3 12• -1 0• _ NUT LOCKWASHER RACK POST BASEPLATE OP OF EXISTING CONCRETE SLAB 1/2" DIAMETERx5" A36 THREADED ROD THREADEDANCHOR ROD SET IN ADHESIVE PER NOTE 3C 16 IT OLE DIAMETER PER NOTE 2B 1. DETER M INE DAMAGED BOLTTYPE. A. CO NCRETESCREWBOLTS- ONLY HEX SHAPED HEAD OF BOLT IS VISIBLE ABOVE BASE PLATE. B. EXPANSION BOLTS - THREADED Roo AND NUT EXTEND ABOVE BASE PLA I e. 2. REMOVE EXISTING DAMAGED ANCHOR BOLT A. CONCRETESCREW BOLTS -UNSCREW DAMAGED BOLT FROM CONCRETE SLAB. B. EXPANSION BOLTS- AFTER REMOVING RACK FRAM E CUT BOLT FLUSH WITH CONCRETE SLAB AND DRILL OUT DAMAGED 1/2" DIAMETER BOLT EPTH A 9/18" STEEUMETAL DRILL BIT TO HOLE DEPTH SHOWN IN DETAILABOVE. 3. INSTALL NEW ANCHOR BOLT. A. IF ONLY ONE BOLT WAS INSTALLED, LEAVE THE DAMAGED BOLT IN PLACE, IF POSSIBLE, AND INSTALL NEW CONCRETE SCREW BOLT IN THE OPEN HOLE. USE A v2" DIAMETER DEWALT SCREW BOLI x 3" LONG IN THE OPEN HOLE. B. CONCRETE SCREW BOLTS -IFA CONCRETE SCREJWBOLTWAS REMOVED WITHOUT DAMAGING THE HOLE, THEN REPLACEMENT WITH ANEW CONCRETE SCREW BOLT IS ACCEPTABLE. REPLACE WTH A SCREW BOLT OF THE SAM E SIZE AND TYPE. REUSE EXISTING THREADS IN HOLE. HAND THREAD BOLT UNTIL SNUG TIGHT ON BASEPLATE AND FINISH TIGHTENING WITH TORQUE WRENCH TO 30 FT -LBS. IF THE HOLE IS DAMAGED, FOLLOW THE EXPANSION GOLTSPROCEOURE. C EXPANSION BOLTS- REPLACE DRILLED OUT EXPANSION BOLTS WTH 1/2" DIAMETER ADHESIVE ANCHORS. HOLE CLEANING PROCEDURE MUST BE FOLLOWED IN ACCORDANCE WTH THE MANUFACTURER'S DIRECTIONS. USE 1/2" DIAMETER THREADED ROD (SEE DETAIL ABOVE) WITH POWERS AC100+ GOLD ADHESIVE INSTALL PER ICC ESR -2582. TYPICAL ANCHOR REPLACEMENT AT RACK FRAMES , ,/2"- ,'-0" NOTE HALFGONOOLAS SHALL BE ANCHORED TO WALLAS SHOWN TO SATISFY OWNER REQUIREMENTS. WALL ANCHORAGE IS NOT REQUIRED FOR SEISMIC DESIGN OR CODE COMPLIANCE. INSTALLATION NOTES 1. GAPS BETWEEN SHELVES SHALL NOT EXCEED 5/8". 2. UPRIGHT REFLECTION SHALL NOT EXCEED 1 3/8" IN A HORIZONTAL PLANE. 3. SHELVESSHALL NOT SLOPE DO VNV TOTHE FRONT DUETO UPRIGHT DEFLECTION. 4. SHELVESABOVEBASE DECK SHELVING LEVEL SHALLNOT EXTEND BEYOND EASE DECK SHELVINGATANVTIME. BASE 5. EXTENDERS SHALL NOT BE A HSED ON ANY HALF XT SHELVING GONOOLATHATWILL N REMOVER CREATEA HEIGHT FORCLARITY OF 72 OR TALLER UNLESS IT IS ANCHORED TO THE WALL ALL HALF GONDOLAS FOR BASE 72" ORTALLER M UST BE 'E ANCHORED TO THE WALL AT 72" AFF, REF GONDOLA UPRIGHT ANCHORAGE AT WALL 5-FXS2 VARIES AT EACH RAM E, P UNO) tt j PLAN VIEW NOT USED NTS NOTE SHOWNNOTALLCONFIGURCUTIONS APPLIO MAY O PROJECT E REFER TO PROJECT REFER TO PLAN AND SCHEDULE EOR APPLICABLE FIXTURES. TYPICAL ANCHORAGE PLAN AT CHANGING ROOM WALL PANELS 3/8"= 1'-0" OUTSIDE FACE OF END FRAME 12 GA STL ANCHOR PL (BY SUPPLIER), TYP AT EACH END (1) ANCHOR BOLTS) PER BASEPLATE 3/8" DIA DEWALT SCREW BOLT,, REF 3FXS2. Hn-2",ho-2112",(UNO). ANCHOR AT n END CAP FRAMES DESIGN SHELF LOADS: 9" SHELF=15 LBS/SHELF (PHARMACY) 12" SHE = 50LBS/SHELF 15" SHELF 5o LBSSHELF (APPAREL) 18" SHELF =125 LBS/SHELF =50 LBSSHELF (APPAREL) 24"(+) SHELF =150 LBS/SHELF = 225LBSSHELF(GROCERY) 30" (HON) SHE LF=75 LBS/SHELF NO. OF SHELF LEVELSIFIXTURE HEIGHT: (4) LEVELS AT HT. <48" (5J LEVELS 148" <ITT. 190" (7) LEVELS AT ITT > 90" (4) LEVELS AT "24V" & "24X" (FULL) - 78" & 90" (4J LEVELS AT HO T =120" ILE) (9) LEVELS AT PHARMACY -84" (3RX) VARIES FEE SHELVING LAYOUT VARIES BENT PLATE ST FFENERS AT EACH UPRIGHT FRAME POST, TYP rc ---------- AT"US"POST o� --- ELEVATONos STORAGE AREA AND SALES FLOOR RACK ELEVATIONS L 3/10°-1'0° LEG OF RACK BASE FRAME ANCHOR PL 1/4 ^,3"x4" WITH 5/8" DIA BOLT HOLE SHOP WELDED TO FRAME BY SUPPLIER ANCHORB PER BASEPAE /2DIA DESCREWBOLT, REF 3 Hn -21/2", ho-27/8",(UNO). ANCHOR AT BIKE RACK CL POST BASE PL 1/4" MIN ED ED ANO FRAM�PEL'EYR STIFFENERSAT RACK SU P"US"POSTBASEPLATE ANOFRAMEBVTVP a sloes ene" DIA BY SUPPLIER ,/8 RACK SUPPLIER5/8°DIA, TYo, OP 35/2u 4 m 13/4"- 'I-9/16 R BASEPLATE v2"DIA (i)ANCHOR BOLT(S) PER BBASEPLATE3/8"DIA BASE PLATE. 13 REF 3FXS2. DEAR SCREW BOLT+, REF 3FXS2. boom-21/2"EW BOLT', (LINO). boom=2"Sho CREW/2". A"&•US"POST BASEPLATE "OGP/PLASTCS"POST NOTES 1. PRO VIDE SIZE AND QUANTITY OF ANCHORS AS NOTED ABOVE AT EACH UPRIGHT FRAME POST. 2. WHEN BASE PLATE CONTAINS GREATER NUMBER OF BOLT HOLES THAN ANCHORS SPECIFIED a. ADDITIONAL HOLES IN BASE PLATE NEED NOT BE FILLED WTH ANCHOR BOLTS. h. AT (4) HOLE BASE PLATES PLACE ANCHOR BOLTS) IN HOLE(S) CLOSEST TO CENTERLINE OF RACK UPRIGHT POST. 3. PROVIDEEPASHERSAS REQUIRED TO ESTABLISH REQUIRED EMBEDMENT DEPTH, "hnom 4. REUSEEXISTING, UNDAMAGED ANCHORS WHERE POSSIBLE. REFERENCE I2-FXS2 WHERE EXISTING ANCHORS ARE DAMAGED OR INTERFERE WTH THE INSTALLATION OF NEW ANCHORS. n TYPICAL ANCHOR AT RACK FRAMES 2 11 IN 4 1/2 MAX 24 30 HALF CONDOILS OR T FRAME A— TALFCONDOLS END OF T15 HALF GONDOLA FEND OF P FRAME-TYP II A FRAME -IF EACH SDE ___ _ EACH SIDE I� GONDOLA I WALLOR(,)ANCHORS ATSHELVc EXISTWALL ABOVEES a 110 FRAMEE II FIACTEBATSE _ ATU OFI lGAMe URE _ = zrn INTERIOR -M (2) ANCHOR APS rvP �IB H a FRAMES � �� I` soNooG T STR ATINTERIOR a�LL SHELVES FRAMES - ABOVE CLOF GoNoo-EUOR ANCHOR w CLOF SUPER DUTY(SD) BOLTS,TYP FRAME TVPMGHTANCHOR GONDOLA UPRIGHT BOLTS, TYP FRAMEWTH BASE vX/ (1)ANCHOR STRAP, ¢� IIIc PLATES, TVP TVPATEND FRAME DO (IN SERTSTRAPTHRUIII (1)ANCHOR AT SLOT AT TOP OF a EACH BASE PLATE FRAME LEG) - AT ENO FRAM ES ED HALF GONDOLA AN HALF GONDOLA SUPER DUTY HALF T - FRAM E PLAN VIEW PLAN VIEW VARIES VARIES 1j X000 NP ANCHORPLBY SUPPLIER, IF END CAP PLAN VIEW VARIES _XI TING WALL EXISTING WALL OR FIXTURE CARD RE FRAME REF&FXS2 FOR EVD CAP REF BFXS2 FOR UPRIGHTPOST SHELVING UPRIGHT POST CONNECTION TO CONNECTION TO WALL PER OWNER WALL -- REQUIREMENTS _------� GONDOLA SUPER DUTY ANCHOR -� SHELVING SOE ING rLAIe ANCHOR=, BASEPLATE E/ M STRAP ��I BVSPLATEER TYPICAL SHELF FRONT VIEW HALFGONDOLAANDT- ERAMESIDE VIEWATWAL HALF GONDOLA SUPER DUTY ENDO PSIDEVIEW OOR FIXTURE FRAME OSIDE VIEW AT WALL OR FIXTURE FRAME O GONDOLA, T -FRAME, AND END CAP SHELVING ELEVATIONS 5 3J =So �oM1�oo o�a a3 4i 4 0 Oo 00 LU o Z N N GI bozo O m m ON ISSUE BLOCK cHECKEO By BE/C, DRAWN BY. HH PRoro cvcLE oa/2e/2, DocuMENT DATE o5n e/2, FIXTURE ANCHORAGE DETAILS SHEET FXS2 A I B I C I 0 I I F I G I H I I I J IKI L I M I N I O I P I G I R I I T � i 1 1 st H )? .� i f WALMART SUPERCENTER f o I� � #4568-227 . • Ll t ol(� __ _ .. .. .. del • �J CONTRACTOR TO REFER TO SHEET SECP-1 FOR ADDITIONAL V - IMPROVEMENTS ALONG BFR — _.._. u W 01 dO�S S �— —� � — — Y W D �9 �W D r. BFR — r K - � g IDP SIP- SIP 0 c} slop s�oP lop ,,} s slop • w O J J K J K 0 J V Y J x K Y H D 0 K t. r. K A } W D W D �S �' H K 3 A^Y H D �. k VFz; REFER TO SSCP -2 PLAN FOR T - j ADDITIONAL INFORMATION , O REGARDING OGLE PARKING � r� a � u 6 REVISIONS M�csslrERVlsr.� mNDlnoms Aae e� IMAGE SOURCE: GOOGLE EARTH IMAGE DATE: 05/04/2016 K3 - SITE AND DEMOLITION LEGEND R MEDEHENIE DETAILSKEET © E,ISTINGSTOPSIGN LOBE KEMOGED OSSED OE ISTINGSGN101TANDBAIETOREMAN O O NE. STOP KERE DOKPEDESTKIANR SIGN �JNE.SO ISO STOP SIGN. �N w SIGN MOUNTING AND BASE wITl BOUAKD ©NEwSTOPAND/OK^ONIITEMAND/OKSTOPBAB.ITBa.IDEDONBLE Soup IETO GTKIPE. O ©P GEMENTMASINGHEMOSATSTEKARGDNIMETEPAGINGI ®E ISTINGSTOPBAR/STOPTEXTPAGEMENTMARIIINGS/DONBIERELLo.STRPETOBEREMOSED oN .OPEN AND/ORTORDARRO.PAGEMENTMARRINGS OEXISTING ARROW PAVEMENTMARKINGSAND/OKDOIIBLEAEIIO.SODDS RIIPETOBEKEMWED. O ONE.a WIDE DOUBLE SOLID AETO. STRIPE, SIN SHE SOLID lITE AND/OK SINGLE DASKED.KITE. �W FISTING STOP SIGN TO REMAIN/ BE REUSED 0 OEXISTING SGNPOSTANDBOLLARDTOBEREPAINTED O O N . DOUBLET GN MOUNTING BREAI A.AAPOSTS, AND BASES OEEKRENTDETA� ENTMAR NGS, STOP TE,TTOBEREGTED/REFRESKEDTOMATII OL ODETALC EN ARROWPAVEMENTMARxNGTOBEREVSED/REFKESKEDTOMATacu RRENT oEXISTINGMSGELLANEOUSTRAFFGAND/OKINFORM ATONSIGN TOREMAN/BEREDSED oNE. GROSSTR DOES NISTOP PLAGUE LIDAKKO.PAGEMENTMAlllNGTOBEKEGIT i o ED,REfKE�EDTDMAT�GUKKENT •i fll I DE H moaEERESKED DEDOIILEIELLO..KITESNCLEAND/01.IITEDAIKEDITR,PETOIE.AlN/BE 2 f o Z „ 00 D O T oEXI�INGNDPAKpINGfIKELANESGNTDKEMAIN y .. DBE ELDGA c© o f ED/KELOGATEDSIGN Do o w t g o' g �� INGPIGpuPSIGNTD EM F QE, AIN/BEKEUSED c o S ON Q dols s OCR K OO.s X J01S JOISJ01S J01S JZ - 00 000 00 000 t _ L P T L P T OCR L P T �L P T 9 - 0 9 a- N C G1 a f6 E _ £ o N — 00 f6 f6 ,] DRAWN S.A.M. CHECKED RC.R — DATE 05/17/21 OO!OOi SCALE r W C Three work d h till ty d mplIV L-Ilh01h J6313OB ,q d d Slaty and Hed - _ rcolan Ft d ( ) d/ OSHA roved 0 30' 80' 6313 ITS C-1-1., hII f blhd1, Petypeof SHEET NAME • n nformat on. red byth—pl— SCALE: 1" = 30' STOP SIGNS AND MARKINGS SSM -1 A I B I C I 0 IEI F I G I H I I I J IKI L I M I N 1 0 1 P I O I R I5I 1 A I B I C I 0 I I F I G I H I I I J IKI L I M I N I G I P I G I R I I T ®O�-d01S I NOTE: REFERENCE ARCHITECTURAL PLANS EOR BOLLARD LOCATIONS, TEXTURED CONCRETE AND DETAILS. M u d�l R O Q r h u o m z m SLOP �• �O® � M u h SITE AND DEMOLITION LEGEND REVISIONS 11 1 ®E,InIrvenOIaAA/nOITEITI.EMErvTMAAplrves/DDDaIEIEIIDAnrvRETDaEAEMWED i ac w O R o m er 5 �rvEADRENAND/DA ODDAAADARAeEMErvTMAIIrves (DEIITTIrvervDRAaplrveflaELArvEllervTDaEMAlI E x o O Exlmrve AnnoARAVEMErvTMAnarve ArvD/onoouelEVEuowsouorrwREToeEnEMovEDN Oy ` co f6 a � @E Inlrv�f,HEIArvEn1111ry AIry/aEHEfHESHED nIry RIeaDRs rvTDHEM 5 00 °° Oz Ex Airy /aE aEusED. Ory — AIDE DouelE SouD VEuoA STI RE SISOLE SouD WHITE ARAOI I SOLE DASHED W HITE. 12 OE ISIrve s 01 dery To aEM AIry / HE nEusED. rSECP-. RAWN S.A.M. O ECKED PGR OExlsIrvvlly- Rasr ArvDeouAaDToeEnERAIrvTED. DATE /17/21 O SCALE me contanorsJ�all venry and Implement all the =20' Three wod:Ing daysprior�o she squired Eedeal ocwpa�ional salary and Health OB No. ,q rcofany exavation on thlsste Administration (OSHA)and/or OSHAapproved 0 2D' 4D'6313 ihecontasxorshall conrasx sll for - sestablishedlor The type of ET NAME Information. �ed by these plans. SCALE: 1-20' DEMOLITION AND SITE CONSTRUCTION PLAN A I B I C I 0 I E I F I G I H I I I J IKI L I M I N I G I P I G I R I I 1 OEImrve @ ©'E @ 1111ITIAS cnassrveslery To eE 1— WEDO�R ISTISO SIGry RCTSTARI 9ASETO 11 NEMWED. E,I TISOIIervROITArvDDRIETDHEMAIIS O 9 NOTES TO CONTRACTOR: E,I TISO 11011.AIpnrvRlrveTD DE 'EMW ED (DSEA DDDDIE dery MDDrvTIS e. DAEAK AAAAR�s. AND DASEs 1. REFERENCE SITE CONSTRUCTION PLAN FOR SITE SPECIFIC DIMENSIONS OF CROSSWALK STRIPING AND LOCATION OF SIGNAGE. EIIITIrveIIELDI.EMErvTMAIKIrveTOIEIEMWED OO FXlgSenDRRAeEMERTMAApISOIATDR"TEMTDDEAEeISED/AEIIESHEDTDMATeHeDAHErvT © Exlsrwe cErvTEnurvE srnlRwe To nEMAIry / eE nEfnESHED ,, 2. PROVIDE A COMPREHENSIVE CONSTRUCTION PHASING PLAN FOR THIS WORK TO THE STORE MANAGER E"' "eD"D11AA`"'DIEMAI"/DEHEIIESHED " 7 DAYS PRIOR TO STARTING ANY WORK. IT IS TO PROVIDE FOR DATES, TIMES AND DURATION OF LANE SEA" ITDRHEHEIDAREDEnrvARI IIIe" EEI.AirvsG ORE" narrow RAVEMErvT MnaKlrveTo eE aEv SED /AEIIESHEDTDMATIHeDIIErvT CLOSURES, TEMPORARY VEHICLE AND PEDESTRIAN TRAFFIC CONTROL. IEAED"ISO "nryDRSIe Y OrvEAEI rvMDDrvTIry ArvDaAEEAITHaDIIAaD Oj EIISTIrvc MlscEUArvEousraAf ArvD/oalrvfoaMAnorvscry ToaEMAIry/aEaEusED. N 3. ALL EXISTING STRIPING AND PAVEMENT MARKINGS OR TEXT ALONG THE BFR (BUILDING FRONTAGE ROAD) SHALL BE REMOVED. GRIND OUT ANY DIRECTIONAL ARROWS OR STOP BARS/TEXT THAT ARE NOT ©rvEA °` ""°/°"°"`"'E ""°/°" °`D"" '"° °E°°°D`E °°°�"° ""E Z v CORRECTLY LOCATED OR INCONSISTENT WITH THE DETAILS PROVIDED. APPLY SEAL COAT TO THE E,I rlrve4 AIDEIAIrvTEDIELLO.sIIIEDIILArvDTDAEMAIry/IEIEIIESHED S COMPLETE EXTENT THAT THE STRIPING OR TEXT HAS BEEN REMOVED INA SINGLE COMPLETE wosswAlx MAnarves-s' WIDE RAIrvTED WHITE sralRweRAnAUEITODIaealory DE N RECTANGLE TO COVERALL REMOVED STRIPING (DO NOT APPLY SEAL COAT OVER EXISTING STRIPING OR T'A oa ArvDI11oD"AMETESrHIREREHRErvDIEDIAHDrvaDTHaErveEDrv'ESE rvaTED SO OKAmoi" �IRETO �"'D"ouEFFISO AEE EDEnDyED,�NDEDD ao I, W m CONCRETE). INSTALL NEW STRIPING AND SIGNAGE AS SHOWN ON THE SITE CONSTRUCTION PLAN. IELARPSAARD/OlSDE° o DDARRDARAeEMErvTMAApIrveTDDE D�sED/DEE�sDED,DMA,DDDD EN, � U o r� ©RSEMERTMARSIS0AEMWAISITEHAI10DIRETERASIrvel OoETAILE c co 4. ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR SHALL BE INSTALLED ON A SINGLE POST WITH �� v BOLLARD. Orvwa wmERAwTEDVEuowsrnlREs-s lorvewlTH la eARs. O'pFIRTlrve amea"wIDEDouelEVEuow; WHITE sw eIEArvDroHwHITEDASHEDsrnIRETo aEMAw/aE SHED �%N Q „ ®E,InIrvenOIaAA/nOITEITI.EMErvTMAAplrves/DDDaIEIEIIDAnrvRETDaEAEMWED i ac w O R o m er 5 �rvEADRENAND/DA ODDAAADARAeEMErvTMAIIrves (DEIITTIrvervDRAaplrveflaELArvEllervTDaEMAlI E x o O Exlmrve AnnoARAVEMErvTMAnarve ArvD/onoouelEVEuowsouorrwREToeEnEMovEDN Oy ` co f6 a � @E Inlrv�f,HEIArvEn1111ry AIry/aEHEfHESHED nIry RIeaDRs rvTDHEM 5 00 °° Oz Ex Airy /aE aEusED. Ory — AIDE DouelE SouD VEuoA STI RE SISOLE SouD WHITE ARAOI I SOLE DASHED W HITE. 12 OE ISIrve s 01 dery To aEM AIry / HE nEusED. rSECP-. RAWN S.A.M. O ECKED PGR OExlsIrvvlly- Rasr ArvDeouAaDToeEnERAIrvTED. DATE /17/21 O SCALE me contanorsJ�all venry and Implement all the =20' Three wod:Ing daysprior�o she squired Eedeal ocwpa�ional salary and Health OB No. ,q rcofany exavation on thlsste Administration (OSHA)and/or OSHAapproved 0 2D' 4D'6313 ihecontasxorshall conrasx sll for - sestablishedlor The type of ET NAME Information. �ed by these plans. SCALE: 1-20' DEMOLITION AND SITE CONSTRUCTION PLAN A I B I C I 0 I E I F I G I H I I I J IKI L I M I N I G I P I G I R I I 1 A I B I C I 0 I I F I G I H I I I J IKI L I I N I G I P I G I R I IT TLE Oct �O Nc- DEMOLITION PLAN TLE xcD CD SITE CONSTRUCTION PLAN NOTES TO CONTRACTOR: 1. REFERENCE SITE CONSTRUCTION PLAN FOR SITE SPECIFIC DIMENSIONS OF CROSSWALK STRIPING AND LOCATION OF SIGNAGE. 2. PROVIDE A COMPREHENSIVE CONSTRUCTION PHASING PLAN FOR THIS WORK TO THE STORE MANAGER 7 DAYS PRIOR TO STARTING ANY WORK. IT IS TO PROVIDE FOR DATES, TIMES AND DURATION OF LANE CLOSURES, TEMPORARY VEHICLE AND PEDESTRIAN TRAFFIC CONTROL. 3. EXISTING STRIPING AND PAVEMENT MARKINGS OR TEXT THAT ARE NOT CORRECTLY LOCATED OR INCONSISTENT WITH THE DETAILS PROVIDED SHALL BE REMOVED. APPLY SEAL COAT TO THE COMPLETE EXTENT THAT THE STRIPING OR TEXT HAS BEEN REMOVED INA SINGLE COMPLETE RECTANGLE TO COVER ALL REMOVED STRIPING (DO NOT APPLY SEAL COAT OVER EXISTING STRIPING OR CONCRETE). INSTALL NEW STRIPING AND SIGNAGE AS SHOWN ON THE SITE CONSTRUCTION PLAN. 4. ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR SHALL BE INSTALLED ON A SINGLE POST WITH BOLLARD. OGP NO OGP IMPROVEMENT NEEDED AT THIS SITE DEMOLITION PLAN OGP NO OGP IMPROVEMENT NEEDED AT THIS SITE SITE CONSTRUCTION PLAN SITE AND DEMOLITION LEGEND REVISIONS 11 1 O O O © O O O O T OO BET.9k�.. © h ' S 0 O O T� O 0 O Y © Om Gl Gl N C m O WO00 co t N ©eE-T,wts 0 0 f� N > O O _ o £- Oy N W f6 f6 O 1] RAWN S.A.M. ECKED O O Q PGR DATE /17/21 ALE "=20' Three working dayspriorto the rc ofa exavaI on on this site me contaoorsnau venry and Implement au me squired Federal Ocwpational Salary and Health Ad--ration(OSHA)and/or OSHAapproved 0 20' 40'6313 -20 OB No. 14 rsE the contactorsha 11 contact Ell for Information. - s established for th e type of �ed by these plans. SCALE: 1" = 20' ET NAME DEMOLITION AND SITE CONSTRUCTION PLANCP-2 - A I B I C I 0 I I F I G I H I I I J IKI L I M I N I G I P I G I R I I 1 A I B I c I D IE F I G I H I I I j I I L I M I IN I o I p I Q I R I5 REVISIONS MITER A .. ED I A .. RIANIS SP T, A, A BAIDIN IE 1111 TIE I 2 1, A- I THERE "R" 'RE TO BE IA PURI RETRIFIE—IIII I`E`R FEll CAL'I'DE GII'E ED RON PIRINI IT TO TO "Z,IRI. DARDIN. IT ETRAETE A, A- E I III PAVEMENT ARCI 4 AR INDICATED IN ITAKE 111E 2 \_ SIlTEXID'IBE I TEE T- E SI11TE IT I " GO I "IRINII DID ITREET IMILL BE 1111R�Nl TT GICAL, III EACH GRE) ... I RE.,RE.ENT_NAB "TIME, E, III IlTlE —NINDIR. TAXIIIIINTRII)EIGEED A. AANTBDAEDTON PLAINS PA I I ARCN PRIVATE PARDIN. LOTENAIEE PER T, I DETAIL NOTER I TIEBE ARCNAE ARE TO BE PAINTED RETROR—ECTIVE I ARR011 INALL BE APPI ED I SPITE ACCORDANCE SP T, I ECT ON IE 1101 TIE BOIDARROSP ARCI I =WA INALL CONEIRET CROSSWALK MARKING A' IND CITED ON PNE Ol PERIMETERETRIPE H PAINTED RETROR—ECTIESI11TE W/ LONGITUDINAL STRIPES OPEN ARROW PAVEMENT MARKINGS (MODIFIED) SOLID ARROW PAVEMENTN I A MARKINGS (MODIFIED) NTs GO :.�P3,6 NXXWN,0 IN5b E PE E��,�A ,�IANIIEAPPIX`IIATE NOTER I IR ETOP END 61 BIN I o.TNA I I A FNA_EE Ro.TNER INALL "A I DIP ORD OINTED ON MAGE DIAMON A A BADE AR D01— POET HERE GRADE ARTM WITH BREAK Wo" TIPE 11 111 .1 TO u_RE INCIESSFIOM/ECIESSTO111NIGICACE BIEETIN. AA' Po'T SHEETING I -ME FFOR lo 1AGE DIAMOND GRADE RpA HEFT .11HEIECENDIED—IGIOIND ElEETIN. IVIEND IORDER BLACK BE M, .11TEIECENDIEDGAIIIHOIND FACCOR WU OIND TE (RETROR—ECTIVE) ETOP FIMEOIL RED (RETROR—ECTIEP 6" 1 Go "o 36 X36 "op S O ide e 8" TIP. TI I PAID NO HOT ATIIIIIAIOTIEET ITEIIREITPONR NTI NTI STOP FOR R PEDESTRIANS 4 HE IT, STOP FOR PERESTR ADS SIGN SEE STOP FOR PEDESTRIANS SIGN SEE NEO�TEIS BDEL W (IF RELOWTION is NOTE 3 BELOW IF REL DOES NOT STOP SIGN LOCATION WHEN STOP CONDITION AT END OF BUILDING ALONG GFRwTH CROSSWALK I RE I EPE EDGE OF � ASRWITHLEADING REMJIREXlIRWlRH`FFAoDNNG 6 'SWALK OR I FROM EDGE OF CRO AIDE LEGEND REDIAIKGROIND EDGE OF DRIVE SLE) ESDSGWEAoLKF DRI IV F ROM No STOP S GNS VE SE ME N E I SLE) W TH N I OFFSET R13P NOTE MAIK LEGENDIELLOW GAIKGROIND =N GR AS �E ( OR , NOSTOP SIGNS FROM DRIVE ASLE I ME EHALL A, HE NOTE THIS SIDE ONLY) 36 WITHIN I OFFSET 10 HAVE DIAMOND I III IHALLHAVE PER (BUILDING FRONTAGE ROAD) EXIATIN A IN IWAPE MAN A A SLE 36 GRADE AETM DIAM ORD A BADE TIPE Xi ASTM TYPE XI z SHEETING.M NO VAII%IEPP�IING ON lJll EPP�IING ON lJll IFFFJ. RE ,A,awlaSlry 7- ALLWAY PLAQUE "ONCOMING TRAFFIC" PLAQUE EGGEOUNTE11EXTING 0 WHITE STRIPE SEE INSET B SE I A ONCOMING TRAFFIC DOES NOT STOP NTI NTI IF 5, ITOP HEIE 101 C WHITE STRIPE I H 1l A5 E bAB'AP H X `GNPENEINIANI MAN —NO SIGN WITHIN III IN 2' 0" TIP, NOXP310 AN E1111 NOP MAN SX9 AREA x9 STRIPE BE DI RECTI ON C WHITE 7 5 FUTESTRPES24 IN DOES NOT STOP I ITED AT 6 WHITE ST RES I'MEOP 2 NOSIGN WITHIN o A 4 OC CROSSTRAFFIC 4X9 AREA A 1 0 MIN 0 MIN ROM LEFT 21 DOES NOT STOP "P, STOP FOR PEDESTRIANS SIGN SEE NOTE 3 BELOW STOP FOR PEDESTRANS SIGN!!�r 1 -1 NOTE (IF RELOCATION S SEE NOTE 3BELOW(H FIE mry I, PA I W TH TRAFFIC FRON RIGHT I DE EDGE OF AD NG EDGE OF I IN' 'HALL IELL ONIDE REQUIRE DIG RELOCATON SREMUIRE[XPAR HAVEDAMOND WTHLE IL.KLEGENDIELLO.IAIKGROUND LEAD CROSSWALK) HE G "d XAATM A, HE CROSSWALK) E� TIPE SIGN LOCATION WHEN STOP CONDITION AT FEE WTH CROSSWALK ON PARKING LOT SIDE PAINTED TRAFFIC -TE DOES NOT STOP EHEETN. NOTE CROEBWALK OFF BIT FROM CENTER OF VEITINULE I I II I I I I A.FLAHDAEA I CROBEWALK OFF BIT ROM CENTER OF VEETINULE I A M 0 1 A ITM I I I A I STOP FOR PEDESTR ADS SIGN SEE 'STOP FOR PEDESTRIANS SIGN IL.KLEGENDIELLO.IAIKGROUND SHEETING. NOTE 3 BELOW F RE LOCATION S SEE NOTE 3BELoW A"A STOP SIGN LOCATION WHERE STOP BAR AND OCR CROSSWALK MARKING TEXT CONFILTS WITH CROSSWALK MARKINGS REQUIRED, PAIR WITH LEAD NG EDGE RE LOCAT ON S RE ABU lFE D, PA R OF CROSSWALK OR 9 FRO E 0 W TH LEAD NG EDGE OF NTs "LEFT/RIGHTTRAFFC PLAQUE "CROSS TRAFFIC" PLAQUE I T DMRVDGSLE I NO STOP SIGNS CROSSWALK OR 9 FROM EDGE NTI NTI OF DRIVE ISLE) WITHIN 4 OFFSET 61 FROM DRI—ISLE 36 NOTE NOTE ALLENNE LOCATED ON I ME EHALL HAVE I AMOND NOTER FO�,� POETVOTH EREAKA— T H THE EU HE NO I DE OF GRADE I A A I M LIPEX I ALL ALL COMP" SG TH I I DEPARNT OF I ALL INNI IHALL CON PI SG I I DEPARTMENT THE EFR ARE To BE EHEET TRANEP ORTATON FEDERAL H HVVAI ADM TRAT 0 RE OF T RANEPO RUAT 0 1 NITA IE I ON A I NILE MANUAL 0 F UNIF ORD TRAF H C GO PUR OL DEV CEI I I CAL FEDERAL IAA, POET SP TH BOLLARD AT I A ME To POET AT CODE' AND A' '=ND MCTURER I INETRUCHON C WHITE STRIPE C WHIITE STRIPE SEE INSET A ADMINISTRATIONS INT ERIECTIO ACCORDANCE GI UFA ME SEE INSET B MANUALOF UNIFORM INTEREECTIONE EXIEUNQ DRIVEWAYJ TRAFF IC CONTROL AT 1�' ETOP AT CROEB�� 2 AAKFANDED IICARE TUBE NO SIGNS WITHIN 4 X9 0 SIGN WITHIN 4 X9 AREA N 0 1 %So THAII NF4E �REA • AT PON OFFSE T �IE AISLE DEVICES, LOCALCODEI CROSSWALKS PLEREECTIONE E 1 0 AND AR EPEC F ED POITTUBEI XG 121, C WHITE STRIPE C WHITE STRIPE 6 GOLLARD—THDIREGIONAL MOUNT =TOTPHOITIN POETTUBER HALL MIETAATMEA`A�'TIGRAGEF�'RADE 11 SIGNAGE TOMALIHEXIEUNG ACCOR SP No POETTUBEAAGAN EDA I All 6 WHITESTRIPES24 6" WHITESTRIPES24 OC MNASNUFCCTONNRI BANBEHALLHAVE IN X A I . o A TRU T ANCHORTUBE 2111,2111 121, DRAMOND.RADE HEAV, DULT ANCHOR TUBE I 6 DAGONALPANTED 2 IALVAN III IIUARE HTN.XI I I HALL M BIT ARTM A111 GRADE DEN ETR p COAL, 0 0, TUBE POETTUBER 2 XG SHEETING. BE ETRUCTURALTUEE AND ETEELEHALLEE HIT DIP STOP FOR PEDE STRANS PERIMETERITURING 1 30 0 MIN 12WPOITTUB O'BIDARLAL GUAGANTUBE IED-� GALVANIZED PERAETM A1 23 SIGN SEE NOTE 3 BELO STOP FOR PEDESTRIANS SIGN MEETARTIM Al DE PC RE I G=TZATIO BE EA=TZED UEDWNTHS I BE I. BE (I F REEDL CpCA I 1 0 1.1K SIGNAGE TO MATCH G'APSANIZED I I PER ASTM I TEN EQUI SEENoTE3BELoW(IF CROBBIALK CENTERED ON A 6 1 LLARD.UNUEDEETRIAN RELOCATION SREMIJ REDPA ETIBULE ic 'ROD EII NOTE T 0 THE HORETRUBEGANMON'M UMAOLFLITIELTHCOPECHNO'RDTEUTBHEE�HALL R LEADCRGEDGEOF WITH LEAD EDGE OF A- GRAD THE MIN HEIGHT OF HE NTTHOEMGOHFTTOHFE oSSWALK) GRG EXPING m THE BOTTOM OF THE THE BO BE A MIN MUM 21 DEEP WITH I MINI MAX EXPOSED r I BE ICH " 'TEE L 7H LOWEET IN N EHALL LOWEET I IN I EHALL ABOVE F�N ED GRADE AESSWALK) COX IROPIAALK MARKING FILLED SOC CONCRETE GI BEE BE E I BEEBR AT NOTE S_ EE N GTE RE LoCAT o' W T H LEAD A RoSSWAL' OF A I VE S' 36 E o S GN N 4 AREA 2 N RD A-1 A ST E C WH TE ST Rp WH TE �ETRPE S 24 0 iL2H 01 �j W J�E'ERETILI TOP ROUNDEAAND PAIfAG TEABKAPVV FEE BREAK AWAI GET THE MIN. HEIGHT OF NEVAR 11 FF C E , I BOTTOM OF THE THAN I T TUBE POET FLOP CE Top I BIT RICH SHALL XET I EVER OR Top ELGE A ' I — NEAAR��ll WINOSTOPSIGNS F CLONE FRO OR RETE OFC BE E I LAR EET NEVER SEE ADDITIONAL U) 2 1 IN I I OF CON 0 RETE lll� AD I HAN I TRANS NO GN TH N E B BELOW DNc ERAS AVEDIURFAIE GROUNDEURFACE� GROUND BURFACE OR I& ED I SToNp4S CORSET FROM DRIVE ISSETE 2 F A NGUEG 10 1 1 NO STOP SIGNS WITHIN JOFROM DRIVE AISLE F=ED WITH CO'NCREPT' BARCE O�FSET F Do PC DRI VE AISLE DGE OF �G CA I DRIVE AISLE _[C2 I U M X� 12 G Ed PA, P_= A AON H AAAlPl Nos GN' 4 IS NO SIGN W ITHIN 00 ti IINGLE ROAX.TH BOLLARD AREA 4X9 AREA co 0 w —NOSIIG WITHINa9 AREA Lf) () C, 0 PER AN Z SEE ADDITIONAL NOTE -CROSSWALK LEAD TT NEVERLE.THA IUNLNE.ERFOP7G=NUEED) "`�`TRTPpN I A— CRoS=E EDGE LEAD C-1- I LEADING EDGE A BELOW BOUARDXEEE ETRIPING A NEVER EVE�RT OE -1 NIEUEED) IDEAL"A..INEET I ITOPHERE FORPEGE BIG w .2 co DETAIL) NLEH ITOPINNIN UIED) NEVERLEEETHA DETAK.RTE PIN DETAK.RTE PIN IT ED PER LEH STOP IND 11 UIED) I HERE FOR PEDEETRIAN RICH LOCATION ETOP HERE FOR PEDEETRIAN END LOCATIO ING EDGE OF CAN ENFKLANII�d NG ETRIPING (UN I WHEN LEADING EDGE OF CROH L I DETAI �EIPR I DETAI.RTE PIN I I WHEN LEAD R_ AT C', BLE' ND BETWEEN DRIVE AIRELEAND ACCESSIBLE ATH AGNEDL�ATHNEGDEGDEGOEFOAFCCCREO.'BELPKATH BEFORE ORVOTHIN DRIVE AISLE. U) P A P NOTE IADDTONAL NOTES FOR NSET.c.. REFERENCE EACH VEETIBULE ON THE NITE PIN FOR FINAL GIOUT M -6 m ON A F COlAllACRolAD NEGDERDVEE��LLEEEI TEAM O1 0 1 GO NO RIGNE DIMENNIONEAND END LOCATI UP SP TH TH > is ' -D. 1 AN I HALL L. FEE NEETE A I AND C FORRIGNICATION FOREACH OFTHETHREE I WA I A HE EA A EDGE I SHALL 0 1 1 NO I GO BE IHA I BE C C 0" L I L 'DON E I HA I BE LOOP ED I I F DO WALK=I`G`DGTE I BE ND HALF ATED LOCATED 11 ETOP I GO OPTION c E Q BE , TOO T VOTHINLEHATED WITHIN EHADED M -4 AT ED , I HADED AREA AREAR EHOWNSTOP FOR PEDEETRIAN —i r— 'TUNLEHADED AETHINH`0=ED AN N�=N PC UTNTETD I ONARRIELOGALTKE(E�THEPRO�ET FNEFTHEFMD RE TTAN 1AFROM AOD NG EDGE III ACLLOLIEIATDHTEHDRLVEDA NGLE DOE CROBBASAL 60 F 0 GGG DE REC ON) ON T FTOP I I GO IT, ARE /ETOP RICH OUI DETAILE G`NLolP ON v, UTO A HE I NT DR A I IGNSP I EA I IN DETAII. I ON POET (ALL RIGNE BREAK AWAI A POATX EAUALTO ORD BEATER �2 CIO, IT00490Z ONLPITWITH BOATWITH 'TpoopEToGALpLEDGNT`EA" GO UNTTOEPD LOGPNO IT POET Bo RD OLLARD I I A. RICH ON POAT= ETOP FOR PEDEETRIAN OOR GREATERTHAN 11 INWIDTH WITH BREAKAWAI THAN IGUN W TH IPO�LT INAL BOLLARD ENDO POET_WRH MOUNTED ON POET POET BE M NTED I ILOP RICH I BE Bo I EXALLBE WITHBOLLARD) 'R N'EToApLLED I I RAOL�LT WITHBOUARD) N�I ON SIGN LOCATION AND VESTIBULE CROSSWALK STRIPING I ON I TH WITHBOLLARD BOLLARD (APPLICABLE TO STRIPED OR RAISED ISLANDS BASED ON SITE CONDITIONS) 12 CHANNELIZATION AT OCR DOOR AGNLOCALON1 61PARKNG (MODIFIED) DRAWN NTI SIGN MOUNTING AND BASE SAM M CHECKED A G R T1111 d% TIP DATE MAP . excavation IT 11. Contactor1111e=�R o 5/17/21 SCALE NO SCALE Th, hSI verify and Implement SI tee JOB PC 14 =I,.d F.d—I 0I Safely and H,A IT 6313 HA SHEET NAME nisxation fortes type .NALIER 1php.' of bV I— pl— SECP/ ss SECP AND STOP SIGNS AND MARKINGS DETAIL SHEETIDETAILmS A I B I c I D I E I F I G I H I I I j I K I L I m I IN I o I p I Q I R I5 1 A I B I C I G I I F I G I H I I I J IKI L I M I N I G I P I G I R I IT Ah011Al I E AID 11 ON SOP0 IN TEXT 60\N6 -ONE-WAY DRIVE AISLE OENTEII HE 01 THE 11 IE A 11 STOP IN 60° PARKI NG - TWO-WAY DRIVE AISLE E�HE Al,OTHMIN: STOPAID INN 90° PARKING EDGE 01 1101I.All 01 ,._a.. ,.�.. ,.�. T �nOE SINN(") ZX3 OHl ET INTEllEll 30 X30 IT111 NOTE IIT IEGTIOHAGIDEANI 4 1111 TOGE 'ANTE, ,TE AT d'; HO.N11ON ESN°,w 11 TEIIIN G 11 TO STOP PAVEMENT MARKINGS- PARKING LOT WHERE INTERSECTING DRIVES ARE AT 90° WITH STOP SIGN (AS SHOWN ON PLANS) TE SOP TEXT IE 'T 6060\N6 -ONE-WAY DRIVEL AISLE 60° PARKING - TWO-WAY DRIVE AISLE fTHEHEAI=L Tm S10P 90° PARKING EDGE 0111011.1101 NOTE 10111 AN I TIN El IHAT GE I 'NOON NT __4 THElEE lONTEl.HlAl AME ED EX ��EEOTONX.HEN ,11 A==~°owN ON ETIDN LDwIEE -0 Al 11 IE AIIIE STOP PAVEMENT MARKINGS - PARKING LOT WHERE INTERSECTING DRIVES ARE AT90°WITHOUT STOP SIGN (AS SHOWN ON PLANS) NEDfTHEDHIHEAI=LE Si0 / TEXT IN 1=1 60° PARKING -ON E -WAY DRIVE AISLE AID IIGN cENTEUINE 01 THE DnIVE XllE / AID lIGN 60°PARKING-TWO-WAY 36%36" IT WAEEIoNT DRIVE AISLE 30 X30 WITHIN EAwcINe III 90° PARKING IDOM NGIOTTOEueuc stn STOP PAVEMENT MARKINGS- PARKING LOT WHERE INTERSECTING DRIVES ARE NOT AT 90° WITH STOP SIGN (AS SHOWN ON PLANS) / 1ENTEIIINEOITHED1HEAI E -01 lIGN STOP oMIN 60° PARKING -TWO-WAY DRIVE AISLE SOP ENTEHDNEDHEP11 f llE OON=E TEXTI EON HEAD AIIIENTE'El 0 MIN 60° PARKING - ONE-WAY DRIVE AISLE (AS=HOWN��ON��T.') s �A # ITOI lAl END5TOTHE �q a" 1'-4 1 4 cENTEUINE 01THE AlIE AI SLE N°a='E oN=' STOPtE=I6N wA,= fE 4)NTE �= io 90° PARKING AT III IT THE — DEIGE1 101 AKEET1 AND HIGH— TwowAIDHI_'ENTE"HE GOHE� AllETHEIEIOIDIANDIAIAIETOIE TED .HTE HEN NA"NGoTAND STOP PAVEMENT MARKINGS- PARKING LOT WHERE INTERSECTING DRIVES ARE NOT AT90° WITH STOP SIGN (AS SHOWN ON PLANS) 60° PARKING - ONE-WAY DRIVE AISLE cENTEll HE orTHE DILE AISLE 60° PARKING -TWO-WAY DRIVE AISLE 90° PARKING z I�ADE, lEl IlEll 1111 ON 1, -EN AT IDEETE STOP PAVEMENT MARKINGS- PARKING LOT WHERE I NTERSECTI NG DRIVES ARE NOT AT 90°WITHOUT STOP SI GN (AS SHOWN ON PLANS) AID 1. EXTENDITI /TH EDANHEAIIE STOP 60° PARKING -TWO-WAY DRIVE AISLE � S P �N,E�INEDXTEfTHEDNHEAIIIE TEXT D 60° PARKING - ONE-WAY DRIVE AISLE REVISIONS 11 1 f6 Y — N f`6 Gl Gl Z v N 00 3 W �N n — V N _=a O N Q i.F t C Gl f6 r 0: r -o N — � f6 f6 � °r co Ca u DRAWN S.A.M. CHECKED AGE — Threeworkingdayspriortothe DATE rc ofany excavation on thlsste the contactorshall contact sll for 05/17/21 n Information. SCALE NO SCALE Th, mntrac[orsh,ll,,r,fv,,dlmplementall the JOB No. tq Adaired Eedeal occupational Safety and Health 6313 Inisxation (asHA)and/or asHAapproved SHEET NAME °edstabllshed forthe type of by these plans. SSCP/ SECP AND STOP SIGNS AND MARKINGS DETAIL SHEET DETAI�"S 2 A I B I C I G I I F I G I H I I I J I K I L I M I N I G I P I G I R I I 1 A I B I C I G I I F I G I H I I I J IKI L I I N I G I P I G I R I I T SITEDEMOLITION SPECIFICATION PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Demolition of structures, paving and utilities. 2. Patching and filling voids created as rrmsult of,cmovals or demolition. 1.2 REGULATORY REQUIREMENTS A. Compliance with all laws, including Safety Laws, Environmental Laws, Stormwater Laws and Worker Verification Laws as well as requirements found within the Contract Documents and these Specifications, that pertain to Safety Compliance, Environmental Compliance, Stormwater Compliance and Worker V eriflcation Compliance. Obtain required permits and licenses from appropriate authorities. Pay associated fees including disposal charges. B. Notify affected utility companies before starting work and comply with their requirements. C. Do not close or obstruct public or private roadways, sidewalks, or fire hydrants without appropriate permits or-iften anthorizazion. D. Ifhazardous, contaminated materials or other environmental related conditions are discovered, stop work immediately and notify the Wal-Mart Construction Managerfor action to be taken. Do not resume work until specifically authorized by the Construction Manager. 1.3 PROJECT CONDITIONS A. Conditions existing at time of inspection forbidding purposes will be maintained by Owner as reasonably practical. B. Unless otherwise indicated in Contract Documents or specked by the Owner, items of salvageable value to Contractor shall be removed from site and structures. Storage or sale ofremoved items on site will not be permitted and shall not interfere with other work specified. PART2-PRODUCTS 2.1 FILL MATERIALS A. Fill material shall be aggregate fill materials consisting of stove, gravel, or sand free from debris, trash, finzenmaterials, roots, and other organic matter. 2.2 CONCRETE A. Mix concrete and deliver in accordance with ASTM C 94. B. Design mix to produce normal weight concrete consisting of Portland cement, aggregate, water reducing admixture, air _entraining admixture, and water to produce following: 1. Compressive Strength: 3,500 psi, minimum at 28 days, unless otherwise indicated on the Drawings. 2. Slump Range: l to 3 -inches at time ofplwement 3. Air Entrainment 5 to 8 percent PART 3 -EXECUTION 3.1 PREPARATION A. Provide, erect, and maintain erosion control devices, temporary barriers, and security devices az locations indicated on Construction Drawings. Provide a comprehensive construction phasing plan for this work to the store manager 7 days prior to starting any work. It is to provide for dazes, times and duration of lane closures, temporary vehicle and pedestrian traffic control. B. Protect existing landscaping materials, appurtenances, and structures, which are not to be demolished. Repair damage to existing items to remain caused by demolition operations. C. Prevent movement or settlement ofadjacent structures. Provide bracing and shoring as necessary. D. Mark location ofutilities. Protect and maintain in safe and operable condition utilities that are to remain. Prevent interruption of P P xistin atilt cc to occupied or used fuilities except when authorized m writing b authorities having jurisdiction. Provide g ry serer pg y g temporary services during interruptions to existing utilities as acceptable to governing authorities and Owner. E For work on operating W alm -sites, prior to any underground excavation, contractor is expected to obtain current and representative underground utility plans from Walmartfor private utilities that are not located by others. Thisisspecifically intended to provide approximate locations for W almart private utilities incholmg water, sewer, electrical, telephone and data ser" F. Notify adjacent property owners ofwork that may affect their property, potential noise, utility outages, or other disruptions. Obtain written permission firm adjacent property owners when demolition equipment will traverse, infringe upon, or limit access to theirproperty. Coordinate notice with Owner. 3.2 GENERAL DEMOLITION REQUIREMENTS A. Conduct demolition to minimize interference with adjacent structures or pavements to remain. B. Cease operations immediately if adjacent structures appear to be in danger. Notify authority having jurisdiction. Do not resume operations until directed by authority. C. Conduct operaziovs with minimum ofinterference to public or private access. Maintain ingress and egress at all times other than m speck areas where work is or progress. D. Sprinkle work with water to minimize dust. Provide hoses and water connections for this purpose. p p rpos E. Comply with govemmg regulations pertaining to environmental protection. F. Clean adjacent structures and improvements of dust, dr[, and debris caused by demolition operations. Return adjacent areas to condition existing priorto start ofwork. 3.3 DEMOLITION A. Demolish site improvements designatedto be removed as shown on the drawings. Site improvements shall include but not be limited to structures, foundations, pavements, curbs and gutters, drainage structures, utilities, signage or landscaping. B. Disconnect and cap or remove utilities to be abandoned as shown on the dmwivgs. C. Fill or remove piping and appurtenances as shown. D. Demolish concrete and masonry in small sections. Break up concrete slabs_on�grade that are 2 -feet or more below proposed subgrade to permit moisture drainage. Remove slabs -on -grade and below grade construction within 2 -feet ofproposed subgrade. 3.4 PATCHING A. Where improvements -removed from paved areas, pavements shall be sawcut in straight lives az the perimeterandpatched. Damaged pavement adjacent to removed improvements shall also be removed and patched. B. Pavement patches shall be paved with minimum 6" concrete, broom finished and flush with adjacent grades. 3.5 FILLINGVOIDS A. Completely fill below grade areas and voids resulting from demolition or removal ofstructures, etc., using aggregate fill materials vsistivg of stove, gravel, or sand free firm debris, trash, finzen materials, roots, and other organic matter. B. Areas to be filled shall be free of standing water, frost, frozen or unsuitable material, trash, and debris prior to fill placement. C. Place fill materials in lifts not to exceed 6 inches loose measure and compacted to 95 percent ofmaximum laboratory density per ASTM D698 with moisture content afoot less than 1 percent below and not more than 3 percent above optimum moisture content. D. Grade surface to match adjacent grades and to provide flow of surface drainage after fill placement and compaction. 3.6 DISPOSAL OF DEMOLISHED MATERIALS A. Remove firm site debris, rubbish, and other materials resulting from demolition operations. Leave areas ofwork in clean ondition. B. No burning ofany material, debris, or trash onsite or off site will be allowed. C. Transport materials removed from demolished structures with appropriate vehicles and dispose off-site to areas that are approved for disposal by goveming authorities and appropriate property owners. END OF SECTION PAVEMENT MARKINGS SPECIFICATION PART 1 -GENERAL 1.1 SUMMARY A. Section Inctu des: 1. Painting and marking ofpavements, curbs, and guard posts (bollards).. 1.2 REFERENCES A. The publications listed belowfomr apart oftuis specification to the extent referenced. Publication, am referenced within the text by the basic designation only. B. American Association of State Highway and Transportation (AASHTO): 1. AASHTO M247 - Glass Beads Used in Traffic Paints 2. AASHTO M248 - Ready -Mixed White and Yellow Traffic Paints O. Master Painter's Institute (MPI): 1. MPI 32 - Traffic Marking Paint, Solvent Based. 2.MPI 97- Traffic Marking Paint, Latex. D. ASTM International (ASTM): 1. ASTMD4414- Standard Practice for Measurement of Wet Film Thickness by Notched Gauges. E Federal Specifications (FS): 1. FS ffi A -A-2886 - Paint, Trac, Solvent Based (supersedes ITS TT -P-85 and ITS TT -P-115, Type I) 2. ITS TT -B-1325 - Beads (Glass Spheres) Retro -Reflective 3. ITS TT -P-1952 - Paint, Traffic And Afield Marking, Wazerbome 1.3 PROJECT CONDITIONS A. Maintain access for vehicular and pedestrian traffic as required for other construction activities. Utilize flagmen, barricades, warning signs, and warning lights as required. PART 2 -PRODUCTS 2.1 MATERIALS A. Paint shall be waterbome or solvent home, colors as shown or specked herein. Pavement marking paints shall comply with applicable state and local laws vatted to ensure compliance with Federal Clean Air Standards. Paint materials shall conform to the restrictions ofthe local Ar Pollution Control District. B. Wazerbome Paint: Paints shall conform to ITS TT -P-1952 and have MPI 97 approval. C. Solvent Home Paint: Paint shall conform to ITS A -A-2886 or AASHTO M248 and have MPI 32 approval. Paint shall be non bleeding, quick_drying, and alkyd petroleum base paint suitable for traffrc_bearam surface and be mired in accordance with manufacturers instructions before application for colors White, Yellow, Blue, and Red. D. Glass Beads: AASHTO M 247, Type 1 or ITS TT -B-1325, Type 1, Gradation A. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine the work area and correct conditions detrimental to timely and proper completion ofthe work. Do not proceed until unsatisfactory conditions are conecmd. 3.2 PREPARATION A. Sweep and clean surface to eliminate loose material and dust. B. Where existing pavement markings are indicated on Construction Drawings to be removed or would interfere with adhesion ofnew paint, amotorized abrasive device or sodablasting shall be used to remove the markings. Equipment employed shall not damage existing paving or create surfaces hazardous to vehicle or pedestrian traffic. 3.3 CLEANING EXISTING PAVEMENT MARKINGS A. Remove existing pavement markings which are in good condition but interfere or conflict with the newly applied marking pattems and as voted on plans. Deteriorated or obscured markings that are not misleading or confusing or do not interfere with the adhesion ofthe new marking material do not require removal. Conduct grinding, soda blasting or other operations in such amanner that the finished pavement surface is not damaged or left in aIndent that is misleading or confusing. Use dust collection system when removing existing pavement markings. Comply with the requirements of Section 01351 Regulatory Compliance Supplement for management and disposal ofhazardous wastes. 3.4 APPLICATION A. Apply two coats of same color ofpaint as specified below, az manufacturer's recommended raze, without addition ofthinner, with maximum of 100 square feet per gallon or as required to provide aminimum wet film thickness of 15 mils and dry film thickness of7'fs mils per coat. Paint shall be applied for atotal dry film thickness of 15 mils. Apply with mechanical equipment to produce uviform straight edges. At sidewalk curbs and crosswalks, use straightedge to ensure uviform, clean, and straight stripe. B. Install pavement markings according to manufacturer's recommended procedures for the specified material. C. Following items shall be painted with colors voted below: 1. Pedestrian Crosswalks: White 2. Exterior Sidewalk Curbs and GuardP osts: Yellow 3. Exterior Light Pole Bases: Yellow funless otherwise noted on Construction Detail . 4. Fire Lanes: Red or per local code. 5. Lane Striping where separating traffic moving in opposite directions: Yellow. 6. Lane Striping where separating traffic moving in the same direction: White. 7. ADA Symbols: Blue or per local code. 8. ADA parking space markings as shown on the drawings. 9. Parking Stall Striping: Yellow, unless otherwise voted on Construction Drawings. 10. Associate Parking Area: White, unless otherwise voted on Construction Drawings. D. Apply glass beads at pedestrian crosswalk striping and at lane striping and arrows at driveways connecting to public streets. Broadcast glass beads uniformly into wet markings at arare of6 Ib/gal. 3.5 FIELD QUALITY CONTROL A. Field quality control shall be the responsibility of the Contractor. Field quality control testing and inspection shall be az the discretion ofthe Contractor as necessary to assure compliance with Contract requirements. 3.6 CLEANING A. Waste materials shall be removed az the end of each workday. Upon completion ofthe work, all containers and debris shall be removed from the site. Paint spots upon adjacent surfaces shall be carefully removed by approved procedures that will not damage the surfaces and the entire job left clean and acceptable. END OF SECTION TRAFFIC SIGNS AND SIGNALS SPECIFICATION PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Traffic control signs. B. Related Requirements: 1. Section 09900 -Painting. Painting for painted posts where shown on the Drawings. 1.2 REFERENCES A. Thepublications listed belowfmro apart oftuis specification to the extent referenced.Publications are referenced within the text by the basic designation only. B. ASTM International (ASTM): 1. ASTM A53 - Pipe, Steel, Black and Hot Dipped, Zivc_Coated Welded and Seamless. 2. ASTM C94 - Ready Mix Concrete 3. ASTM D4956- Retroreflective Sheeting for Traffic Control. C. US Department ofTransportation, Federal Highway Administration: 1. Manual on Uviform Traffic Control Devices (MUTCD). PART 2 -PRODUCTS 2.1 SIGNS A. Conform to US Department of Transportation MUTCD. Sign classification, type, size, and color shall be as shown on the drawings B. Retroreflectivity: Microprismatic type, diamond grade reflective sheeting conforming to ASTM D 4956, Type XI. 2.2 POSTS A. Square Post: Square tubular steel sign post, galvanized, 12 go, perforated full-length with 7/16 inch holes on four sides. Post size shall be as shown on the Drawings. B. Steel Pipe: ASTM A 53, Type E (electric -resistance welded) or Type S (seamless), Grade B, Schedule 40, size as shown on the Drawings. 2.3 CONCRETE A. Mir, concrete and deliver in accordance with ASTM C 94. B. Design mix to produce normal weight concrete consisting ofPortland cement,aggregate, waterreducing admixture, air entraining admixture, and water to produce following: 1. Compressive Strength: 3,500 psi, minimum at 28 days, unless otherwise indicated on the Drawings. 2. Slump Range: 1 to 3 -inches at time ofplwcment 3. Air Entrainment: 5 to 8 percent PART 3 -EXECUTION 3.1 PREPARATION A. Field verify underground utilities prior to sign installation. Primary utilities of concern of shallow depths are lawn sprinkler systems, electric, telephone, fiber optic, cable and gas. 3.2 INSTALLATION A. Install signs as shown on the Drawings and in accordance with MUTCD and manufacturer's instructions. B. Install signs of the type and at locations shown on the Drawings. C. Install post, ofthe type as shown on the drawing. D. Where shown as pointed, field point feel pip,Posts in necordance with Section 09900. END OF SECTION SEAL COAT SHALL BE APPLIED WHERE EXISTING MARKINGS ARE REMOVED. SMALL PROJECT SEAL COAT SPECIFICATION: IN GENERAL: CRACK FILLING AND OIL SPOT TREATMENTS ARE NOT REQUIRED PRIOR TO SEAL COAT. OTHER THAN THESE EXCEPTIONS, PREPARE AND CLEAN AREA TO BE SEAL COATED CONSISTENT WITH MANUFACTURER'S INSTRUCTIONS AND SPECIFICATION. APPROVED MATERIALS: 1) STARPRODUCTS MICRO-PAVEPRO-BLEND WITH ADDED SAND SINGLE COAT REVISIONS 11 1 2) SEAL MASTER M POLYMER MODIFIED MASTERSEAL WITH ADDED SAND Y N - SINGLE COAT f0 w 3) GEM SEAL BLACK DIAMOND XL � � WITH ADDED SAND tf SINGLE COAT N w N N MATERIALS IDENTIFIED IN SPECIFICATION SECTION 02787 CAN BE USED. COAL MATERIALS IN ANY FORM ARE PROHIBITED. TAR BASED SEAL COAT 00 7 (D O V lL f0 00 N _ O I O N C y Q E 2 O £ - C 00 f0 QN f0 t] Threewod:Ingdsyspriortoth. rc ofany excavation on th lsst. the contactorshall contact sll for n Information. The mntac[orshall verify and lmplementall the u,n.d F.d.alo,,upstionsl SsfIVy nd H.slth DRAWN S.A.M. CHECKED RC.R - DATE 05/17/21 SCALE NO SCALE JOB No. 14 6313 SPECIFICATIONS Inisxation (osrin)and/or oSrinapproved stabllsh.d forth. type of �ed by these plans. SHEET 1 SHEET NAME CSS -1 - A I B I C I G I E I F I G I H I I I J IKI L I I N I G I P I G I R I I 1 A I B I C I G I I F I G I H I I I J IKI L I I N I G I P I G I R I IT SEAL COAT SPECIFICATION PART 1 -GENERAL 1.1 SUMMARY A. Seetion Includes: 1. Seal coats using ap.lymer-modified asphalt emulsion blended with fine aggregate. B. Related Requirements: 1. Site Demolition Specifieazion 2. Pavement Markings Specification 3. Traffic Signs and Signals Specifiestum 1.2 REFERENCES A. Thepubliestums listed belowforn up- fthis specifieazion to the-tent,efe,enced. Publications me,efe,enced within the text by the basic designation only. B. ASTM lutemati... I (ASTM) 1. AS C136 -Method of Sieve Analysis of Five and Coarse Aggregate 2. AS D 217 -Method In, Cone Penetration of Lubricating Grease 3. AS D 244- Test Methods for Emulsified Asphalts 4. ASTM D 562 -Method In,C.-istmey of Paints Measuring Krebs Unit (KU) Viscosity Using a Smune,-Type Viscometer 5. ASTM D977- Emulsified Asphalt 6. ASTM D 2397- Cationic Emulsified Asphalt 7. ASTM D 2042 - Method for solubility of Asphalt Materials m Trichloroethylene 8. ASTM D 3910 - Practice for Design, Testing, and C...tmetimt of Slury Seal 9. ASTM D 6690- Joint and Crack Sealants, Hot Applied, for Concrete and Asphalt Pavements 1.3 ADMINISTRATIVE REQUIREMENTS A. Pre_ivstallatiov Meeting: Convene apre_ivstallatiov meeting at the site at least two weeks prior to eomm... ing work fthis Seetion. Requite attendance ofp-i" dveetly affecting work fthis Seeti m, including but not limited to, the store manager, CmAnnetm, mdj,b fore 1. mCmdaet Wal Mart Covstmetiov Managerfree weeks prior to pre_ins[allaziov conference to confirm schedule. 2. Record discussions .£meeting and decisions, agreements reached, and fmi,h copy .£record to each party attending. Review foreseeable methods and procedures related to paving work, including the following: a Review preparation and installation procedures and coordinating and scheduling requited with related work (including all required striping). b. Review proposed sources .£materials. e Tour, inspect, and discuss condition of existing pavement and other preparatory work such ar patching and crack sealing. If crack sealing is needed (reference section 2.4.0 below) or other areas .£pavement distress are voted during tour, submit appropriate RFI to project tears for review. d. Review requirements for protecting paving work, including restriction and,edteetum of traffic during installation and euring period. e. Review and finalize eonstmetum schedule and verify availability .£materials, installer's personnel, equipment, traffic control devices, and facilities needed to make progress and avoid delays. fReview paving requirements (drawings, specifientfns, and other emd-t documents). g. Review weather and forecasted weather conditions, and procedures for coping with unfavorable covditiovs. It. Review health and safety p,ecmtions relating to handling and placement of seal coaz. 1.4 QUALITY ASSURANCE A. CmAnnetor Qualificazi,ns: The seal coaz applicator shall have not less than 3 years documented experience in the application ofemulsm. ,cal eoazs. 1.5 SITE CONDITIONS A. Weather Limitations: Apply seal coazonly ander the following weather covditiovs: 1. The atmospheric temperature is between 50 and 90 F and is expected to remain above 50 F for 24 hours. 2. Pavement temperature is is above 55 F. 3. Surface is dry and no moisture is expected within 24 hours. 4. Weather and wind conditions are such that ove.p,.y is preventable and will allow proper euring and opening to traffic within a .table tune. B. Maintain access for vehicular and pedeshian traffic ar required by the Wal-Mart Store and Covstmetiov Manager. Utilize temporary sniping flagmm, barricades, warring signs, and warring lights as regaired. PART2- PRODUCTS 2.1 MATERIALS A. Aggregate: Aggregate shall be 100 percent passing the No. 16 (1.18 mm) sieve when tested in accordance with ASTM C 136. Aggregate shall c,nsist,fhard, washed, dry nam,al or manufactured particles free of dust, hash, clay, organic materials or other contaminants. B. AsphaltEmulsi,n: Comply with ASTM D977 m ASTM D2397 for SS-lh or CSS -1h. The penetration ofthe,esidue from the distillation test shall be 20 to 60. Clay stabilized emulsion, with aph n,tg,eate, than 7.0, and solids content not less than 45 percent maybe used. Thep,lymer mazerialshallbemilled„blendedint,theasphaltoremulsifiersoluti,npri„t,theemulsificati,np,,"ss. Theminimum ant and type of polymer m,difie, shall be determined by the laboratory performing the mix design. C. Coal Tar: Coal tar emulsion or coal tar/asphalt emulsion shall not be used as a sub stitate for asphalt emulsion. D. Water: Water shall be potable and free ofhartmfl soluble salts or reactive chemicals and any other contaminants and az least 50 F. E. Additives: Additives shallbe included and approved as part ofthe mix, design and be compatible with the other components ofthe mix. F. Crack Sealant: Crack sealant shall conforn to ASTM D6690, Type II or higher and compatible with the specked seal coaz emulsion. 2.2 COMPOSITION A. Composition. Seal coaz shall consist ofamixture of the specked emulsion, wate,, agg,egate, and additives and be proportioned to meet the requirements shown in the following Table 1. TABLE 1 - Undiluted Seal Co. Design Properties Method minimum Maximum Weight (per gallon), ASTM D 244, lbs 9.0 Cone Penehazion, ASTM D 217, mm 340 700 %Nov -Volatile' 50 %Nov -Volatile Residue Soluble in Trichloroethylene, ASTM D 2042 10 35 Wet Track Abrasion Loss, ASTM D 3910, g 35 Viseosit,, ASTM D 562 KU 75 Dried Film Color Black 'Weigh 10 g ofhomogeneous product into ap,eviously tared, small ointment can. Place in an oven at 325°F for 90 minutes. Cool, ,eweigh and calculate non-volatile residue m ap.... at ofthe original mass. 2.3 EQUIPMENT A. Distributors. Distributors or spray units used for the spray applieazion ofthe seal coaz shall beself-propelled and capable ofunifonnly applying 0.10 to 0.30 gallons pe,square yard ofmate,ial ove,the requiredwidth ofapplieazion. Distributors shallbe equippedwith tachometers, pressure gauges, and volume measuring devices. The mix tank shall have a mechanieally powered, full sweep, mixer with sufficient power to move and homogeneously mix, the entire contents of the tank. B. Spmy Nozzles. Nozzles shall be free firm elogs and debris and set atthe same angle. C. Mixing Equipment. The mixing machine shall have a continuous flow mixing unit capable ofnecurazely delivering ap,edetemfined proportion of aggregate, water, and emulsion, and of disehmging the thoroughly mixed product on a continuous basis. The mixing unit shall be capable ofth„oughly blending all ingredients together and discharging the material without segregation. D. Spreading Equipment. Spreading equipment shallbe amechaniealtype squeegee/bmsh distributor attachedto the mixing machine, equipped with flexible material in contact with the surface to prevent loss of story from the spreader box. It shall be maintained to prevent loss of,luny on varying grades and adjusted to assure uniform spread. There shall be a lateral control device and aflexible strike offeapable ofbeing adjusted to lay the slurry az the specified raze of applieazion. The spreader box shall have an adjustable width. The box shall be kept clean. Emulsion and aggregate build up on the box shall not be permitted. E. Clean equipment with apeholeum solvent ifpreviously used with a different material. F. Hand Squeegee or Brash Applieazion. Hand spreading applieazion shall be used only in places not accessible to the mechanized equipment or to accommodate nest trim wodc az embs, etc. Material that is applied by hand shall meet the some standards m that applied by machine. G. Calibration. Spreading equipment shall be provided with amethod ofcalibnotion by the mmuf cturer. Equipment shall be calibrated to m,u,e that it will produce and apply amix, that conforms to thejob mix, fornula Calibrations shall be made with the app,ovedjob materials prior to applieazion ofthe seal coaz. 2.4 PREPARATION A. Remove all existing striping in areas subject to seal coating m noted in plans. Reference applicable specifieazion seetion in Site Demolition. B. Remediate distressed areas of existing pavement by saw -cutting and removing existing pavement, regrading and compacting the underlying base course and replacing with fall depth asphalt at locations and m shown on the drawings. 1. Repairs not specifically shown on the plans but considered necessary by the contraetm, store manager or constmetion manager (CM) shall be identified and submitted m an RFI to the project team prior m commencement of repairs. 2. Repairs submitted by RFI and approved shall be perforned m dteeted by the CEC. Cost for such work directed and perforned will be paid for in acemdance with the "Changes in the Wod"' Clause ofthe General Conditions. C. Longitudinal and traverse cracks in excess of0.25 ineh, but less than 1 inch shall be sealed with a crack sealant. Cracks that contain weed r other live vegetable matter shall be [rented with a locally approved, non -oil based stenhout prior to applying the crack filler. D. Existing crack sealants in the parking lot shall be evaluated for compatibility with the specified emulsion. Ifnot compatible with each otherthey can't be used together. Immediately prior to applying the seal coaz, the surfce shall be cleared of all loose material, dirt, dust, grease, oil, vegetation and other objectionable material. Ifwate, is used, cracks shall be allowed to dry thoroughly before applying the seal coaz. E. Protect existing manholes, inlets, vaults, valve boxes, meter boxes, ete. m necessary to maintain flee accessibility upon completion of seal coaz applieazion. Surfaces adjacent to seal coaz applieazion areas such m sidewalks, curb and/or gutter, st„efienN, etc. shall be protected by use offelt paper mehored with clean aggregate, or by shielding components with plywood during applieazion. F. Coordinate limits of seal coaz applieazion operations with Owner's Constmetion Manager and Store Manager to avoid irate-ption to store operations. Protect adjacent areas of the parking lot outside of current seal coaz applieazionlin, it, to avoid tracking onto adjacent areas. Partition off limits of current seal coaz operations until surface is traffic ready. G. Coordinate with Store Manager to deactivate lawn sprinkler systems least 48 honrs prior to placing the seal coaz and remain off£„ az least 24 honrs after the seal coaz applieazion. 2.5 APPLICATION A. Apply seal coaz at atotal rate (undiluted) of0. 17gal./SY. B. Dampen pavement with afog spray ofwazer if ambient temperatures exceed WE No standing water shall remain on the surface. C. Apply the coaz unifornly in amanne, such that the combined applieazion ofthe coaz equals the total raze specked above. D. Suspend applieazion when the distribution tank has less than 100 gallons left and refill to prevent iregular pattems or misses. E. The coaz shall be allowed to dry and cure initially a minimum of 2-4 hours before applying any markings. The initial drying shall allow evaporation ofwazer of the applied mixture, resulting in the coating being able to sustain light foot traffic. The initial curing shall enable the mixon-e to withstand vehicle traffic without damage to the seal coaz. F. The finished surface shall present aunif,rm texture with no streaks. G. The single coaz shall be allowed to dry amin nnum of eight hours in dry daylight conditions before opening to haffi,, and initially cure tough to support vehicular traffic without damage to the seal coaz. H. Where marginal weather conditions exist during the eight hon, drying time, additional drying time shall be allowed. The length oftime shall be m specified by the supplier. The surface shall be checked after the additional drying time for hafficability before opening the seetion to vehicle traffic. END OF SECTION REVISIONS 11 1 M Y N l4 � w Gl Gl Z N W 3 W L0 1- - V N O O N Q C r _ £ N o- W 4 f6 c t] DRAWN S.A.M. CHECKED RC.R - ihr..wod:Ingdaysprior�o�h. DATE rc ofany excavation on thlsste the the Contac[orshall contac[Sll for 05/17/21 n Information. SCALE NO SCALE The mnsasxorshall verity and lmplemen�all JOB No. tq aired F -.deal 0-pa,iona I SafmV-Harsh 6313 Inisxa�ion (asr1A)and/or OSHAappro-d SHEET NAME stablish.d forth. type of �ed by these plans. SPECIFICATIONS SHEET 2 CSS -2 - A I B I C I G I I F I G I H I I I J IKI L I I N I G I P I G I R I I 1