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Home My WebLink About3600 W McFadden Avenue - Plan16'-0" 24/78 HD 1/2 GONDOLA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 TBTG BABY MISSYACTIVE SEASONALPLUSJUNIORS TOPSSEASONALBOTTOMS ACTIVE 3 3 3 3 MI 6'- 0 " 2 4 / 9 0 HD 1 / 2 G O N D O L A DE C 7 2 7 8 3 6 40" 72 " SO L I D P A N E L GRO -0 1 1WM S BLK 36T THIS FIXTURE IS FOR ORDERING PURPOSES ON LY. PLACEMENT SHOULD BE DETERMINED BY THE ST ORE. FRONT BATTERY FLOW-THRU RACK S 48 X H D 48 X H D 48 X H D SIDE KIC K KEY MA C H I N E S S S SIDE KIC K USEDBATTERYRACK SIDE KIC K 36T T SIDE KIC K SID E K I CK SIDE KIC K 48 X 48X S 4'- 0 " 3 6 / 7 8 HD 1 / 2 G O N D O L A PIL L O W BIN 60 X O S 36 " 24 " SIDE KICK S 5'- 0 " 18 / 7 8 1 / 2 G O N D O L A SID E K IC K SID E K IC K SID E K IC K S 36X F2 4 PEG SPEC BASE F24 EF 2 4 7 8 B F2 4 F2 4 F2 4 F2 4 F2 4 F2 4 F2 4 F2 4 F2 4 F2 4 4WA Y _2S_16 4TIER TABLE WA4TABLE-EXTLEGS 4W A Y _ 2 S _16 4W A Y _2S _16 4TIER TABLE WA4TABLE-EXTLEGS 2 2" T -SHI RTSP I N N ER 4W AY _2S _16 3 4TIER TABLE WA4TABLE-EXTLEGS 4W AY _2S _16 4W AY _2S _164W AY _2S _16 4W AY _2S _16 SIDE K IC K SID E K I C K SO C K SO C K 2 2" T -SHI RTSP I N N ER MI SID E KI CK 4WA Y_2S _16 4WA Y_2S _16 4W A Y _2 S _1 6 4TIER TABLE WA4TABLE-EXTLEGS 4TIER TABLE WA4TABLE-EXTLEGS 2 2" T -SHI RTSP I N N ER 4TIER TABLE WA4TABLE-EXTLEGS 4W AY _2S _16 SIDE STACK GRO-011 WM SIDE STACK SIDE STACK SIDE ST AC K SI DE S T AC K SIDE ST AC K DE C 7 2 7 8 3 6 40" 72 " SO L I D P A N E L SID E K IC K GRO -0 05B K HA L L M A R K SID E K IC K SI D E K I C K PEG PEG 48XHD HE F 2 4 8 4 B SID E K IC K SI D E K I C K 36X PEG PEG SID E K I C K S 48XHD S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA SID E K I C K 48XHD SID E K I CK SID E K IC K SID E K IC K 48X SID E K I CK SIDE KIC K 48X S D L B AGBLACK S D L B AGBLACK SID E K I C K SID E K IC K SID E K I C K 48 X SID E K I CK 48X 48SSID E K I C K 48 X SID E K I C K SIDE KIC K D E C 3 6 7 8 3 6 36" 40 " 1-1 6S, 1 -2 2S HEF1860BL SID E K IC K EF 367 8 36 X SID E KI CK SIDE KIC K SIDE KIC K SIDE KIC K SID E KI CK CO-24X48 SCAN-MBLU-LH BA G S OUTLYING 24 X SID E K IC K E F 36 78 HEF1860BR EF 3 6 7 8 36 X DE C 3 6 7 8 3 6 36 " 40" 1- 1 6 S , 1 - 22 S 36 X E F 36 78 36 X HALF GONDOLA 48 I N C H M P C S NC R R 5 L E F T 2 B A G MO D U L A R PO W E R NC R R 5 L E F T 2 B A G MO D U L A R PO W E R NC R R 5 L E F T 2 B A G MO D U L A R PO W E R LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H GD M 41 SL 54 GU M / M I N T 54 " GU M / M I N T 54 " GDM 6_36 SSTOP SCO PANEL 48 I NCH BAG 1 NC R C A R D O N L Y LE F T G R A Y GU M / M I N T 54 " GU M / M I N T 54 " 8' 8' 36S3 0 " S HELV E S SID E K I C K SID E K IC K GU M / M I N T 54 " SIDE KICK SIDE K IC K 36S 3 0 " S HELV E S SID E K I C K SID E K IC K NC R R 5 R I G H T BAG 1 MO D U L A R PO W E R S S S S S SCO P ANEL 48 INCH M P C STARTER SCO PANEL 15 I NCH M P C GD M 41 SL 54 LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H 8' 8' S 8' 8' 8' HALF GONDOLA 48 I N C H M P C HALF GONDOLA 48 I N C H M P C HALF GONDOLA 48 I N C H M P C NC R R 5 R I G H T BAG 1 MO D U L A R PO W E R SCO PANEL 48 I NCH SCO P ANEL 48 I NCH NC R R 5 R I G H T BAG 1 MO D U L A R PO W E R SCO P ANEL 48 I NCH M P C SCO P ANEL 48 I NCH M P C GRO -0 05B K GD M 41 SL 54 LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H SCO PANEL 15 INCH SCO PANEL 15 INCHS LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H S GD M 41 SL 48 GD M 41 SL 54 SCO P A NEL 4 8 I NCH STA RTER LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H CO - B E L T E D - M B L U - L H BE L TE D SA P # 10 0 5 1 6 1 0 9 OUTLYING SA P # 10 0 5 1 6 1 1 0 OUTLYING GD M 41 SL 48 36S30 " S HE LVE S SID E K I C K SID E K IC K 36S3 0 " S HELV E S SID E K I C K SID E K IC K SCO P ANEL 48 I NCH M P C GD M 41 SL 48 BA G S BA G S BA G S LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H GU M / M I N T 54 " BA G S S 36S3 0" SHE LV ES SID E K I C K SID E K I CK BAG 1 NC R C A R D O N L Y LE F T G R AY LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D BA G S 24 R CO - B E L T E D - M B L U - L H BE L TE D CO - B E L T E D - M B L U - L H BE L TE D CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D S GD M 41 SL 48 SCO PANEL 48 I NCH SCO P ANEL 48 I NCH SCO P A NEL 4 8 I NCH STA RTER 36S3 0" SHE LV ES SID E K I C K SID E K IC K S BA G S LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H CO - B E L T E D - M B L U - L H BE L TE D BAG 1 NC R C AR D O N L Y LE F T G R AY S SCO P ANEL 48 I NCH LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H BA G S SI D E K I C K 36S3 0" SHE LV ES SID E K I C K SID E K IC KGD M 41 SL 54 24 R GD M 41 SL 48 SCO PANEL 48 I NCH SCO PANEL 48 I NCH GD M 41 SL 54 GD M 41 SL 54 GD M 41 SL 54 36S3 0" SHE LV ES SID E K I C K SID E K I CK GDM6_36 SSTOP GU M / M I N T 54 " GU M / M I N T 54 " S SCO PANEL 15 INCH SID E KICK BA CK R OOMPALLET POSITION D90 BA CK R OOMPALLET POSITION D90 BA CK R OOMPALLET POSITION D90 BA CK R OOMPALLET POSITION D90 BA CK R OOMPALLET POSITION D90 BA CK R OOMPALLET POSITION D90 BA CK R OOMPALLET POSITION D90 BA CK R OOMPALLET POSITION D90 BA CK R OOMPALLET POSITION D90 BA CK R OOMPALLET POSITION D90 BA CK R OOMPALLET POSITION D90 BA CK R OOMPALLET POSITION D90 BA CK R OOMPALLET POSITION D90 BA CK R OOMPALLET POSITION D90 BA CK R OOMPALLET POSITION D90 BA CK R OOMPALLET POSITION D90 SID E K IC K 48 X SIDE KIC K SID E K IC K 48 X SID E K I C K GRO -0 1 1WM 48 X G R 24 " E C 24 " E C GRO -0 05B K 4'x 4 ' ST A C K PL A S T I C GR O C E R Y EV E N T S 6'- 0 " 2 4 / 7 8 HD 1 / 2 G O N D O L A 4'x4' STAC K PLAS T I C GRO C E RY EVENT 4'x 4 ' ST A C K PL A S T I C GR O C E R Y EV E N T 48 X G R 24 " E C 24 " E C S DL B AG BLACK GRO -0 11WM GRO-00 5B K GRO-011 WM S S D L B AGB LAC K GRO -0 1 1WM S DL B AGBLACK SD LBA GB LAC K 4'x4' STAC K PLAST I C GROCERY EVENT GRO-011WM SID E K IC K GRO-011WM 48 X G R 24 " E C 24 " E C GRO-011WM GRO-011WM SID E K I C K 44 W S S D L B AGB LAC K GRO -0 11WM 48XHD 6'- 0 " 2 4 / 9 0 HD 1 / 2 G O N D O L A W 6F T D S D S O D A E C W W W 48XHD 48XHD S SI D E K I C K W S 44 W WW SI D E K I C K 6FT D SD S OD A E C W WWWWWW S S 12 FT H O M E E N T E RT A I N M E N T T A B L E PEG Register Register PEG 48T PEG 48T F2 4 F2 4 F2 4 F2 4 F2 4 F2 4 F2 4 F2 4 F2 4 F2 4 PEG PEG PEG 48T F2 4 F2 4 EF4890 EF 3 0 84 48T PEG S 48XHD S 12 FT H O M E E N T E RT A I N M E N T T A B L E SID E K I CK SI D E K I C K PEG PEG SID E K I C K S 4'-0"18/78 HD 1/2 GONDOLA 48XHD 4-S PI - ME T 4 3 5 C M E T 43 5E C M E T 43 5E C 4-S 4 - S 4-S 4-S PI - 4-S 4-S 4-S PI- 4-S MINI PIE 4-S 4-S 4-S 4-S 4-S ME T 4 3 5 C ME T 43 5 E C ME T 43 5 E C 4-S NOV ELT Y I C E C R E A M BA CK R OOM PALLET POSITION D91 BA CK R OOM PALLET POSITION D91 BA CK R OOM PALLET POSITION D91 BA CK R OOM PALLET POSITION D91 BA CK R OOM PALLET POSITION D91 60 X O S 36 " 24 " SID E KI CK S 5'- 0 " 18 / 7 8 1 / 2 G O N D O L A SIDE KIC K CO - M OB I L E - CA B I N E T - M B L U S 48XHD GA L V A N I Z E D W 10 2 " B E A M S GA L V A N I Z E D W 10 2 " B E A M S 44W GA L V A N I Z E D 10 2 " B E A M S GALVANI ZED W 102" BEAMS 4'x 4 ' GO O D S LI V E DE P T 1 6 AR E A 4'x 4 ' GO O D S LIV E DE P T 1 6 AR E A 4'x 4 ' GO O D S LIV E DE P T 1 6 AR E A S 48XHD GA L V A N I Z E D W 10 2 " B E A M S SIDE K IC K SID E K I C K SID E K I C K GALVANI Z ED W 102" BEAMS GALVANI ZED W 102" BEAMS GALVANI Z ED W 102" BEAMS44 W GALVANI ZED102" BEAMS SIDE K IC K CO - M OB I L E - CA B I N E T - M B L U SIDE K IC K 4'x 4 ' GO O D S LIV E DE P T 1 6 AR E A 48XHD GALVANI Z ED W 102" BEAMS GALVANI ZED W 102" BEAMS 4'x 4 ' GO O D S LI V E DE P T 1 6 AR E A 4'x4' GOODS LIVE DEPT 16 AREA 4'x4' GOODS LIVE DEPT 16 AREA SID E K I C K 2 2 " T - S HIRTSPI N N E R 2 2 " T - S HIRTSPI N N E R 4WA Y_2S _16 4WA Y _2S_16 4W A Y _ 2 S _ 1 6 4WA Y _2S_16 4WA Y _2S_16 4WA Y_2S _16 4W A Y _ 2 S _ 1 6 4W A Y _ 2 S _ 1 6 4WA Y _2S_16 3 4WA Y _2S_16 4TIER TABLE WA4TABLE-EXTLEGS 4W A Y _ 2 S _ 1 6 4TIER TABLE WA4TABLE-EXTLEGS 3 4TIER TABLE WA4TABLE- EXTLEGS MI 3 4W AY _2S _16 4W AY _2S _16 4WA Y _2S_16 4WA Y _2S_16 4WA Y _2S_16 4WA Y _2S_16 SID E KICK 4WA Y_2S _16 ACC 36 WA33 4TIER TABLE WA4TABLE- EXTLEGS 2 2 " T - S HIRTSPI N N E R 36 X SID E K IC K SIDE KIC K SIDE KIC K 48 X SID E KI CK 36 X 36 X SID E KI CK S DE C 3 6 7 8 3 6 36 " 40" 1- 1 6 S,1 - 22 S 36X SIDE KIC K 36T SIDE KIC K SID E K IC K SIDE KIC K 48 X SIDE KIC K 48 X SID E K IC K 48XHD T R D I S P L AY T 36T S T SID E K I C K 36XHD T SIDE K IC K SID E K I C K SID E K I CK 48X BO T T L E WA T E R RE T U R N FRO N T S 36 B O T T L E DIS P L A Y FRONT S 4 W AY_2S 36 _12 4TIER TABLE WA4TABLE- EXTLEGS 4TIER TABLE WA4TABLE- EXTLEGS 4TIER TABLE WA4TABLE- EXTLEGS 4 W AY _2 S36_1 2 4WAY _2 S 36 _1 2 4 W AY_2S 36 _12 3 4TIER TABLE WA4TABLE- EXTLEGS 4TIER TABLE WA4TABLE- EXTLEGS 4TIER TABLE WA4TABLE- EXTLEGS 4TIER TABLE WA4TABLE- EXTLEGS 4TIER TABLE WA4TABLE- EXTLEGS 4 W AY_2S 36 _12 4WAY _2 S 36 _1 2 4 W AY_2S 36 _12 4 W AY_2S 36 _12 4WAY _2 S 36 _1 2 4 W AY_2S 36 _12 4 W AY_2S 36 _12 4 W AY_2S 36 _12 4 W AY _2 S36_1 2 4 W AY_2S 36 _12 4 W AY _2 S36_1 2 4WAY _2 S 36 _1 2 4 W AY_2S 36 _12 4 W AY _2 S36_1 2 3 3 #6 UMBRELLA STR OLLER DO U B L E S W DO U B L E SID E K I C K SID E K I C K W S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA CRIB DISPLAY PLATFORM SIDE KICK W SID E K I C K SID E K IC K SIDE K IC K 48W DO U B L E DO U B L E DO U B L E W 5'- 6 " 1 8 / 7 8 H E A V Y DU T Y 1 / 2 G O N D O L A S W 48W DO U B L E OS 4 2 W W 18 " 24 " S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA HEF2478BR W W SID E KICK S HEF2478BL S S 48 W 48XHD EF3 08 4B 3 3 4TIER TABLE WA4TABLE-EXTLEGS 4WA Y _2S_19 4WA Y _2S_19 4WA Y _2S_19 SID E K I C K 3 TR E N D P O D EF3 08 4B 3 TR E N D P O D 4W AY _2S _19 4WA Y_2S _19 3 TR E N D P O D EF3 08 4B 3 4WA Y _2S_19 4WA Y_2S _19 4WA Y_2S _19 EF3 08 4B 3 TR E N D P O D 4W AY _2S _19 WORKSTATION 2 2 3 3 MI 4TIER TABLE WA4TABLE-EXTLEGS WHITE(A LL) 3 4TIER TABLE WA4TABLE-EXTLEGS 4W A Y _ 2 S _19 4W AY _2S _19 4TIER TABLE WA4 TABLE-EXTLEGS 3 4WA Y _2S_19 3 4WA Y_2S _19 4TIER TABLE WA4 TABLE-EXTLEGS LIGH T B OX EC 4WA Y _2S_19 4WA Y_2S _19 3 4TIER TABLE WA4 TABLE-EXTLEGS 4WA Y_2S _19 MI 4WA Y_2S _19 4WA Y_2S _19 4TIER TABLE WA4TABLE- EXTLEGS 4WA Y_2S _19 4WA Y_2S _19 MANN EQUINDISPLAY FRONT 4WA Y _2S_19 4W AY _2S _19 4W AY _2S _19 4WA Y_2S _19 LIGH T BOX EC 4WA Y _2S_19 4WA Y _2S_19 4WA Y _2S_19 4- B A Y - S T A N D A R D W W S WINDOW 4W AY _2S _19 4W A Y _ 2 S _1 9 MI 4WA Y _2S_19 4TIER TABLE WA4 TABLE-EXTLEGSMI 4WA Y _2S_19 4TIER TABLE WA4 TABLE-EXTLEGS 4WA Y_2S _19 4WA Y_2S _19 4W A Y _ 2 S _1 9 4W A Y _ 2 S _19 4TIER TABLE WA4TABLE-EXTLEGS 4WA Y_2S _19 4WA Y _2S_19 4WA Y _2S_19 4WA Y_2S _19 4WA Y_2S _19 4WA Y_2S _19 4TIER TABLE WA4 TABLE-EXTLEGS 4W A Y _ 2 S _19 4WA Y_2S _19 4TIER TABLE WA4TABLE-EXTLEGS GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GALVANIZED FOLDINGBENCH BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHES EC-2S B L A C K RE S IN B E N CH E SE C- 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D IN G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I ZE D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GALVANIZED FOLDING BENCH BLACK RESIN BENCHES EC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 ST A D I U M GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 B L A CK R E S IN B E N C HE SE C - 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHES EC-2S B L A C K RE S IN B E N CH E SE C- 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 GALVANI ZED FOLDING BENCH GALVANI ZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H GALVANI ZED FOLDING BENCH GALVANI ZED FOLDING BENCH GA L V A N I ZE D FO L D I N G BE N C H GA L V A N I Z E D FO L D IN G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 GALVANI ZED FOLDING BENCH GALVANIZED FOLD ING BENCH GA L V A N I Z E D FO L D IN G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BLACK RESIN BENCHES EC-2S BLACK RESIN BENCHES EC-2S B L A CK R E S INB E N C HE SE C- 2 S BLACK RESIN BENCHES EC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 B L A C K RE S INB E N CH E SE C- 2 S BLACK RESIN BENCHES EC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 B L A C K R E S I NB E NC H E SE C - 2 S BLACK RESIN BENCHES EC-2S GA L V A N I ZE D FO L D I N G BE N C H BLACK RESIN BENCHESEC-2S B L A C K R E S I N B E N CH E SE C - 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D IN G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I ZE D FO L D I N G BE N C H GALVANIZED FOLDINGBENCH GALVANI ZED FOLD ING BENCH GALVANI ZED FOLDING BENCH GALVANI ZED FOLDING BENCH GALVANI ZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H B L A C K RE S IN B E N CH E SE C- 2 S GALVANI ZED FOLDING BENCH GALVANIZED FOLD ING BENCH BLACK RESIN BENCHESEC-2S B L A C K R E S I N B E N CH E SE C - 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I ZE D FO L D IN G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 B L A C K R E S I NB E NC H E SE C - 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 B L A C K R E S I N B E N CH E SE C - 2 S SECURITY CABINET 48T PEG PEG 48T SECURITY CABINET SE CU R I T Y CA B IN E T SE CU R I T Y CA BIN E T SE C U R I T Y CA BIN E T HV E SECURITYCABINET PEG 4WA Y _2S_19 4WA Y _2S_19 4WA Y_2S _19 4TIER TABLE WA4TABLE-EXTLEGS3 5'- 6 " 1 8 / 7 8 1/ 2 G O N D O L A S 3 3 4TIER TABLE WA4TABLE-EXTLEGS 4W A Y _2S _ 1 9 4W A Y _2 S _1 9 4WA Y _2S_19 4WA Y_2S _19 4WA Y _2S_19 4W AY _2S _19 MI MI MI LIGH T B OX EC 3 4W A Y _2S _ 1 9 4WA Y _2S_19 4W AY _2S _19 4W AY _2S _19 4W AY _2S _19 4WA Y _2S_19 S 4WA Y_2S _19 4W AY _2S _19 4TIER TABLE WA4TABLE-EXTLEGS WHITE (A LL) 3 MANNEQUINDISPLAY FRONT 4WA Y_2S _19 4WA Y _2S_19 4WA Y _2S_19 4WA Y _2S_19 4WA Y _2S_19 4WA Y_2S _19 2 2" T -SHI RTSP I N N ER 2 2" T -SHI RTSP I N N ER 2 2" T -SHI RTSP I N N ER4W AY _2S _19 4WA Y _2S_19 4WA Y_2S _19 4WA Y_2S _19 4W AY _2S _19 GRO -0 05B K BA CK R OOM PALLETPOSITION D93 BA CK R OOM PALLETPOSITION D93 BA CK R OOM PALLETPOSITION D93 BA CK R OOM PALLETPOSITION D93 BA CK R OOM PALLETPOSITION D93 BA CK R OOM PALLETPOSITION D93 BA CK R OOM PALLETPOSITION D93 BA CK R OOM PALLETPOSITION D93 BA CK R OOM PALLETPOSITION D93 BA CK R OOM PALLETPOSITION D93 SID E K I C K 48XHD S 5'-6" 18/78 HEAVY DUTY 1/2 GONDOLA S 48W S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA W W W SI D E K I C K S WW 4'x4' STACK PLAST I C DEPT. 4 EVEN T W 48W W W W W W W WW SID E K I C K 48W 48XHD 48W W 48XHD SID E K I C K W W W 48 W SI D E K I C K W W W 48 W W W W S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA 36 X HE F 1 8 7 8 B R SID E KI CK SID E KI CK EF 3 6 78 36 X SIDE KIC K PR I V A C Y P A N E L S SIDE KIC K REA DIN GGLASSE STOWE R F RO N T 48 "B E NC H S ST ANCHION 14X40 EF 3 67 8B HE F 2 4 78 BR STA NCHION 14X40 ST ANCHION 14X40 48 "B E NC H HE F 2 4 78 BL EN D C A P READING GLASS EC H/W KIOSK SIDE KIC K SIDE KIC K SIDE KIC K SIDE KIC K 36 X 36 X 36 X DME RISER 36 X EF 3 67 8B HE F 1 8 7 8 B L STO O L S T O O L ST O O L S T O O L PH O T O K I O S K S - F D 48 " H I G H W A L L 48" HI GH W ALL 48 " H I GH W A LL PC-1 37CC- RI GHT GO N D O L A PR O D U C E A LP W16 GO N D O L A PR O D U C E A LP LPP _E C_2T W/ S HE LV ES W16 W16 OB P 37 3 7 3 2 FRO N T B AGH O LDER OBP373732 FRONT W16 B AGH O LDER B A GH O LDER OBP373732 FRON T OBP 373732 FRONT W16 OBP373732 FRONT W16 GO N D O L A PR O D U C E A LP GO N D O L A PR O D U C E A LP W16 W16 PO T A T O C A R T PLAC E O N GO N D OLA U P RI GHT PO T A T O C A R T GO N D O L A PR O D U C E A LP OBP 373732 FRONT BA CK R OOM PALLET POSITION D94 GO N D O L A PR O D U C E A LP OBP 373732 FRON T W16 W16 W16 W16 OBP 373732 FRONT FR O NT BA CK R OOM PALLET POSITION D94 BA CK R OOM PALLET POSITION D94 PO T A T O C A R T PLAC E O N GO N D OLA U P RI GHT PO T A T O C A R T GO N D O L A PR O D U C E A LP BAGHOLDER BA CK R OOM PALLET POSITION D94 FR ONT POTATOPALLET OB P 37 3 7 3 2 FR O NT OBP 373732 FRONT OBP 373732 FRONT OBP 373732 FRONT OBP 373732 FRONT BAG HOLDER BA CK R OOM PALLET POSITION D94 BA CK R OOM PALLET POSITION D94 OBP373732 FRON T FR O NT OBP373732 FR ONT OBP 373732 FRONT OBP373732 FRON T BA N A N A _T B L 7 OBP 373732 FRONT B A GH O LDER OBP 373732 FRON T PO T A T O C A R T PLAC E O N GO N D OLA U P RI GHT PO T A T O C A R T GO N D O L A PR O D U C E A LP W16 W16 GRO-0 06B K GO N D O L A PR O D U C E S LP B AGH O LDE R RB_2T_EC BA CK R OOM PALLET POSITION D94 BA CK R OOM PALLET POSITION D94 OBP 373732 FRONT GO N DO L A PR O D U C E S LP BA CK R OOM PALLET POSITION D94 OBP373732 FR ONT GRO - 0 07 B K OBP373732 FRON T 48VHD SI D E K I C K SID E K IC K SI D E K I C K 48VHD SID E K IC K S S 36XHD TICKET SCAN MC EXP. PLA S T I C BAG REC Y C L E BO X WH EE LC HA IR WH EE LC HA IR 48 "B E NC H 48 " B ENC H W AL - W M G REET FO R P L A C E M E N T ONLY RB PA N EL F O R P L A C E M E N T ONLY WHD WHD WHD WHD 3 BE N C H IS L AN D E R SID E K I C K SIDE K IC K EF3084 BE N C H IS L AN D E R WHD WHD WHD WHD 3 EF3690 EF 3 0 84 3 WHD EF3084 WHD WHD 78" SH O ECA RE E C WHD S SID E K I C K 3 3 2 2 S 5'- 0 " 18 / 7 8 1 / 2 G O N D O L A SIDE KIC K 48 X 48 X SID E K IC K SIDE KIC K SID E K IC K 48 X SIDE KIC K SIDE KIC K 36 X SIDE KICK HEF2484B 36 X S HEF 248 4B SIDE KIC K HEF2484B BA S K E T B A L L GO A L FIX T U R E S SI DE K IC K S SIDE KIC K 36 X Q Q 48 X H D 36 Q 36 Q 48 X H D STAI NLESS STEEL STAIN LESS STEEL 4 F T W ORK ST A TION FRON T S T AI N L E S S S T E E L 2 FT WORK STATION FRONT STAINLESS STEEL MGHBAIT COOLER GDM-12 SID E KI CK RE G I S T E R B A G S STA I N L E S S S T E EL FRO N T S 36" ADA DEL I CUSTOMER SIDE WEDGE CHICKEN WARMER 48XHD SIDE K IC K S 4'-0"18/78 HD 1/ 2 GONDOLA SS 54XOS 36" 18" PEG SID E K I C K SID E K IC K PEG S 36 X 3'x 4 ' ST A C K PL A S T I C BIK E 4'x 4 ' ST A C K PL A S T I C BIK E 4'x 4 ' ST A C K PL A S T I C BIK E PE G 36 X 36 X TR E N D P O D TREND POD 36 T PE G S SIDE KICK 36 X S OV E R H E A D B I K E DIS P L A Y 48 X H D PE G TR E N D P O D TREND POD 36 T PE G 6'- 2 " BIKE DISPLAY 32'- 2" 5'- 8 " 3-TIER SIDE KIC K PE G 36T 12 FT H O M E E N T E RT A I N M E N T T A B L E 36T PEG WIR E L E S S K I O S K FR O N T PEG PEG PEG GENERAL NOTES 1. BUILDING IS FULLY SPRINKLERED AS REQUIRED BY CONTRACT DOCUMENTS. • SUBMIT FIRE SPRINKLER SYSTEM DRAWINGS AND CALCULATIONS TO AUTHORITIES HAVING JURISDICTION (FIRE DEPARTMENT AND FIRE MARSHAL). • OBTAIN ALL APPROVALS PRIOR TO FABRICATION OR INSTALLATION. 2. OWNER WILL PROVIDE, OR HAS ALREADY PROVIDED, FIRE EXTINGUISHERS IN ACCORDANCE WITH NFPA 10. • AUTHORITY HAVING JURISDICTION WILL APPROVE FINAL FIRE EXTINGUISHER LOCATIONS. 3. WALMART'S ALARM CENTRAL'S ENGINEERING TEAM HAS CONTACTED THE AUTHORITY HAVING JURISDICTION FOR PRE-PLAN DATA ABOUT STATE AND LOCAL REQUIREMENTS THAT DIFFER FROM THE NATIONALLY PUBLISHED CODES AND STANDARDS. • A COMPLETE SITE SPECIFIC SUBMITTAL IS BEING MADE DIRECTLY TO THE AUTHORITY HAVING JURISDICTION. • QUESTIONS SHALL BE DIRECTED TO 1-800-530-9924, OPTION 3. 4. REINSTALL ALL FIRE EXTINGUISHERS IMMEDIATELY FOLLOWING COMPLETION OF FINAL FINISH TO MOUNTING SURFACE. 5. REFER TO GENERAL CONTRACTOR PERMIT, REGISTRATION, NOTIFICATION INSPECTION AND INSTALLER CERTIFICATION(GCPRN) REPORT LOCATED IN GC PERMIT INFORMATION FOLDER ON OWNER'S DOCUMENT DELIVERY WEBSITE. 6. SALES FLOOR TO BE ACCESSIBLE TO CUSTOMERS. CONSTRUCTION FENCING AND DUST WALLS SHALL NOT INTERFERE WITH CUSTOMER CIRCULATION OR ACCESS. 7. PATCH AND REPAIR FLOORING AND WALL FINISHES TO MATCH EXISTING ADJACENT AS REQUIRED. 1. CONTRACTOR IS RESPONSIBLE FOR ALL JOBSITE SAFETY AND COMPLIANCE WITH OSHA REGULATIONS. CONTRACTOR WILL INSTALL TEMPORARY WALL AND CONSTRUCTION BARRIERS AND TAKE ALL PRECAUTIONS TO PROTECT CUSTOMERS AND ASSOCIATES FROM CONSTRUCTION OPERATIONS. 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT LIMITED TO, THE DEMOLITION AND REMOVAL OF WALLS, DOORS, FIXTURES, PLUMBING, PAVING, MECHANICAL AND ELECTRICAL ITEMS INCLUDING CONDUITS AND DUCTWORK AS SHOWN ON DRAWING OR AS REQUIRED FOR THE INSTALLATION OF THE WORK FOR A COMPLETE JOB. IF DISCREPANCIES ARE FOUND, CONTACT THE ARCHITECT AND WALMART CONSTRUCTION MANAGER. 3. WHEN UTILITIES ARE REMOVED, CAP AND SEAL A MINIMUM OF 8" BELOW FINISH FLOOR OR A MINIMUM OF 6" ABOVE FINISH CEILING. 4. WHEN REMOVING EXISTING STRUCTURAL ITEMS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS TO KEEP THE EXISTING STRUCTURE INTACT AND IN A SAFE CONDITION. REFER TO SECTIONS 02023 AND 02251. 5. NOTES INDICATING DEMOLITION WORK ARE NOT CONFINED SOLELY TO THE DEMOLITION PLANS. THE GENERAL CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS, INCLUSIVE OF SCHEDULES AND SPECIFICATIONS, TO DETERMINE FULL EXTENT OF DEMOLITION WORK. 6. SAW CUTTING OF EXISTING CONCRETE WILL BE COORDINATED WITH STORE MANAGER FOR APPROPRIATE HOURS TO MINIMIZE CUSTOMERS DISTURBANCE. NO JACKHAMMERS ARE ALLOWED. 7. GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF CONSTRUCTION WASTE AND DEBRIS. DO NOT USE STORE DUMPSTERS. PREVENT CUSTOMERS AND ASSOCIATES FROM CONTACT WITH CONSTRUCTION WASTE. 8. COORDINATE LOCATION OF DUMPSTER ON SITE WITH WALMART CM. 9. THE CONTRACTOR MAY NOT REMOVE THE BLOCK WALL IN A PROPOSED OPENING PRIOR TO THE ROOFING SYSTEM OVER THE NEW OPENING BEING MADE A WATER-TIGHT CONDITION. COORDINATE WITH THE WALMART CONSTRUCTION MANAGER AND THE STORE MANAGER TO SCHEDULE FOR DEMOLITION FOR OPENINGS. 1. THE INFORMATION SHOWN IN THESE DRAWINGS WAS PROVIDED BY OTHERS AND IS ASSUMED TO BE AN ACCURATE REPRESENTATION OF THE EXISTING CONDITIONS OF THE BUILDING. THE ARCHITECT HAS NOT VISITED THE SITE TO CONFIRM THE ACCURACY OF THE INFORMATION SHOWN AND SHALL NOT BE HELD RESPONSIBLE FOR ANY DISCREPANCIES BETWEEN WHAT IS SHOWN AND WHAT CURRENTLY EXISTS. IF DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN AND WHAT ACTUALLY EXISTS CONTACT THE WALMART CONSTRUCTION MANAGER AND ARCHITECT IMMEDIATELY. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO EXISTING WALL, CEILINGS, OR UTILITIES. 3. ANY DISCREPANCY WITH THE EXISTING SITE CONDITIONS AND/OR THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION AND INSTRUCTION. THESE CONSTRUCTION DOCUMENTS HAVE BEEN DESIGNED AND DRAWN ASSUMING EXISTING BUILDING CONDITIONS MATCH THE ORIGINAL DRAWINGS. THE GENERAL CONTRACTOR, IMMEDIATELY UPON ARRIVAL AT THIS SITE, SHALL VERIFY ALL EXISTING CONDITIONS. IF DISCREPANCIES ARE FOUND BETWEEN WHAT IS SHOWN ON THE DRAWINGS AND EXISTING FIELD CONDITIONS, CONTACT THE WALMART CONSTRUCTION MANAGER AND THE ARCHITECT IMMEDIATELY TO DETERMINE WHAT ACTION SHOULD BE TAKENTO MATCH EXISTING CONDITIONS. THE BEGINNING OF CONSTRUCTION BY THE GENERAL CONTRACTOR OR SUBCONTRACTOR MEANS ACCEPTANCE OF THE EXISTING CONDITIONS 4. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES (WHETHER SHOWN OR NOT) PRIOR TO THE SUBMISSION OF HIS BID OR THE COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE WALMART CONSTRUCTION MANAGER AND THE ARCHITECT OF THE DISCOVERY OF EXISTING UTILITIES NOT SHOWN OR NOTED ON THE DRAWINGS. 5. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS AND DEPTHS OF UNDERGROUND UTILITY SERVICES PRIOR TO ANY EXCAVATION. 6. THE CONTRACTOR SHALL VERIFY AND MAINTAIN (REPAIR IF DAMAGED) EXISTING IRRIGATION SYSTEMS AFFECTED BY THE CONSTRUCTION OF THIS PROJECT. 7. THE CONTRACTOR SHALL VERIFY ALL GRADES AND PROPOSED FINAL GRADES. IF RAMPS, STOOPS, STAIRS, SIDEWALKS, FLATWORK OR PAVING ARE INSTALLED, VERIFY FINAL GRADES SURROUNDING THE CONSTRUCTION AND ADJUST STAIR RISERS, RAMP LENGTHS, LIMITS OF PAVING, ETC., TO ACCOMMODATE THE REQUIRED RAMP SLOPE, RISER HEIGHTS OR PAVING AREAS. ALL RAMPS AND STAIRS SHALL MEET ADA-ADAAGS (OR ADOPTED HANDICAP ACCESSIBILITY REQUIREMENTS). IF THERE IS A CONFLICT IN FIELD CONDITIONS, NOTIFY WALMART CONSTRUCTION MANAGER AND THE ARCHITECT PRIOR TO THE CONSTRUCTION OR ORDERING OF MATERIALS. 8. REPORT ANY DISCREPANCIES FOUND IN THE FIELD IMMEDIATELY TO WALMART AND THE ARCHITECT PRIOR TO MAKING ANY MODIFICATIONS OR ORDERING OF ANY MATERIALS. 9. EXISTING CONDITIONS SHOWN IN THESE PLANS ARE FROM THE ORIGINAL DESIGN DRAWINGS AND HAVE NOT BEEN FIELD VERIFIED BY THE ARCHITECT. IT REMAINS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO THE SUBMISSION OF HIS BID AND TO THE COMMENCEMENT OF ANY WORK. NO ADDITIONAL COMPENSATION WILL BE PAID DUE TO THE CONTRACTOR'S FAILURE TO ACQUAINT HIMSELF WITH EXISTING SITE CONDITIONS. 1. ALL WORK SHALL BE DONE IN A SAFE AND WORKMANLIKE MANNER AND IN STRICT ACCORDANCE WITH THE LOCAL AND/OR STATE (IF APPLICABLE) BUILDING CODES, NATIONAL ELECTRIC CODE, ADA-ADAAG AND OTHER ADOPTED ACCESSIBILITY STANDARDS, OSHA, AND ALL APPLICABLE CODES, REGULATIONS, ORDINANCES AND AUTHORITIES HAVING JURISDICTION (AHJ). 2. PROVISIONS REGARDING THE USE OF GAS AND DIESEL EQUIPMENT WITHIN AN ENCLOSED BUILDING, FORMERLY INCLUDED IN THIS PARAGRAPH, ARE NOW INCLUDED IN SECTION 01351 - REGULATORY COMPLIANCE. 3. CORDS FOR ELECTRICAL EQUIPMENT SHALL BE SIZED ADEQUATELY FOR VOLTAGE, CURRENT LOAD, AND LENGTH, WHETHER TO GENERATOR OR EXISTING POWER SUPPLY REFERENCE SECTION 01500). 4. ROUTE EQUIPMENT CORDS AND HOSES IN COMPLIANCE WITH APPLICABLE OSHA REQUIREMENTS. 5. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO REVIEW THESE DOCUMENTS DOES NOT RELIEVE THE SUBCONTRACTOR OF ANY RESPONSIBILITY FOR PERFORMING WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 6. THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST AND DEBRIS. INSTALL DUST PARTITIONS OR DRAPES AS REQUIRED AND/OR AS DIRECTED BY WALMART CONSTRUCTION MANAGER TO KEEP DUST AND MOISTURE FROM THE OPERATING AREAS OF THE STORE. 7. ANY DAMAGE TO WALMART'S PROPERTY, WHICH OCCURS DURING THE PROCESS OF CONSTRUCTION SHALL BE REPAIRED/REPLACED AT NO ADDITIONAL COST TO WALMART; THIS INCLUDES ALL MERCHANDISE. CONTRACTOR SHALL PAY THE COST FOR ALL DAMAGED MERCHANDISE. 8. THE CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE EXISTING BUILDING SECURITY AT ALL TIMES. THIS INCLUDES KEEPING THE BUILDING SECURE FROM PERSONS, ENVIRONMENTAL ELEMENTS OR HAZARDS. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE INTEGRITY OF ALL EXISTING SECURITY SYSTEMS. THE CONTRACTOR SHALL OBTAIN PERMISSION FROM THE STORE MANAGER PRIOR TO THE MODIFICATION OF ANY EXISTING SECURITY SYSTEM. 9. THE CONTRACTOR SHALL KEEP THE WORK AREA CLEAN AND FREE OF DEBRIS AND REMOVE ALL TRASH AND DEBRIS FROM THE CONSTRUCTION AREA DAILY. NO FLAMMABLE MATERIALS OR LIQUIDS MAY BE STORED IN THE EXISTING BUILDING. 10. REMOVE ANY EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, SIGNAGE, FINISHES OR SURFACES AS REQUIRED SHOWN OR NOT SHOWN, FOR THE INSTALLATION OF CONSTRUCTION. PROVIDE FURRING FOR CONDUITS AND PIPING, SHOWN OR NOT, AND FINISH OUT FURRING TO MATCH ADJACENT EXISTING FINISHES. 11. REPAIR, RE-ROUTE, AND EXTEND ALL SERVICES, PIPING, CONDUIT OF EXISTING ITEMS AND EQUIPMENT AS REQUIRED DURING THE CONSTRUCTION PROCESS TO MAINTAIN NORMAL STORE OPERATIONS AND AS REQUIRED FOR THE INSTALLATION OF CONSTRUCTION. THIS INCLUDES ALL ITEMS SHOWN OR NOT SHOWN ON THE DRAWINGS. RESET EXISTING EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES OR RELATED ITEMS, INCLUDING SIGNAGE, AS REQUIRED FOR PROPER OPERATION. 12. WHEN EQUIPMENT, FIXTURES, FURNISHINGS, ACCESSORIES, SERVICES, FINISHES OR SURFACES ARE TEMPORARILY REMOVED OR RELOCATED IN ORDER TO PERFORM WORK, THE CONTRACTOR IS RESPONSIBLE FOR RETURNING THEM TO THEIR ORIGINAL POSITION, RECONNECTION OF SERVICES AND APPROPRIATE MEANS OF ATTACHMENT UNLESS SPECIFICALLY DIRECTED TO DO OTHERWISE. 13. WHERE EXISTING FINISHES ARE TO REMAIN, CLEAN, REPAIR, PATCH AND REPAINT AS NECESSARY TO BLEND IN WITH ADJACENT WORK. COORDINATE WITH WALMART CONSTRUCTION MANAGER 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE TIMELY ORDERING OF MATERIALS TO PROHIBIT DELAYS OF THE CONSTRUCTION SCHEDULE OF THIS PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE DELIVERY OF MATERIALS IN A TIMELY MANNER. 15. THE GENERAL CONTRACTOR SHALL RESPOND TO ALL REQUIREMENTS OF THE ENGINEER AND ARCHITECT FOR VERIFICATIONS, RESPONSES, AND SUBMISSIONS. 16. BUILDING COMPONENTS AFFECTED BY THE SCOPE OF WORK AND ALLOWED TO REMAIN SHALL BE SECURED TO PREVENT FALLING, LOOSENING, OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. 17. DO NOT UTILIZE WALMART DRAINS WHEN CLEANING TOOLS/EQUIPMENT AND/OR DISPOSING OF CONSTRUCTION DEBRIS. 18. CONTRACTOR TO MAINTAIN ACCESS TO ALL EMERGENCY EGRESS EXITS DURING CONSTRUCTION OPERATIONS. 19. CONTRACTOR TO COORIDNATE WITH THE WALMART CONSTRUCTION MANAGER AND THE STORE MANAGER TO SCHEDULE FOR CONSTRUCTION IN ALL TENANT SPACES. 20. SCHEDULE ALL WORK TO KEEP DISRUPTIONS TO THE STORE OPERATIONS AT A MINIMUM. COORDINATE UTILITY DISRUPTIONS WITH THE STORE MANAGER. 21. DURING ENTIRE CONSTRUCTION PERIOD, PROVIDE ONE U.L. LISTED 2A:20BC DRY CHEMICAL FIRE EXTINGUISHER, OR ONE STANDARD U.L. LISTED 2-1/2 GALLON WATER (E-10) AND ONE U.L. LISTED 10BC CARBON DIOXIDE FIRE EXTINGUISHER MOUNTED TOGETHER IN EACH 3000 SQ. FT. OF WORK AREA OR FRACTION THEREOF (MINIMUM OF TWO AVAILABLE IN ALL CONSTRUCTION AREAS AT ALL TIMES). SITE VERIFICATION REQUIREMENTS GENERAL CONSTRUCTION REQUIREMENTS DEMOLITION REQUIREMENTS _______ A5 2 A _______ AC1 1 _______ BR1 2 _______ A1 2_______ A1 1 _______ A5 1 _______ BR1 1 A.3 B C D E F G H J 12 3 4 5 6 7 8 9 10 11 1.5 1.8 2.5 2.8 E.3 F.3 F.4 10.2 architecture +engineering 4886 W Pauline Whitaker Pkwy Suite 200 Rogers Arkansas 72758 Phone: 479.636.3545 Architect of Record William Douglas Hurley California License No. C 29987 ST I P U L A T I O N F O R R E U S E TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N AN D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: PROTO CYCLE: DATE: PROTO: STORE ADDRESS: ISSUE BLOCK BUILDING CODE SUMMARY CODES: OCCUPANCY: TYPE OF CONSTRUCTION: ALLOWABLE AREA: FIRE PROTECTION: NAME OF PROJECT: STREET ADDRESS: PROPOSED USE:RETAIL BUILDING CODE: MECHANICAL CODE: PLUMBING CODE: ELECTRICAL CODE: FIRE CODE: ACCESSIBILITY CODE: ENERGY: LIFE SAFETY:PR O T O : pb2 architecture + engineering 4886 WEST PAULINE WHITAKER PARKWAY SUITE 200 ROGERS, ARKANSAS 72758 (479) 636-3545 ARCHITECTURAL: WALLACE DESIGN COLLECTIVE, PC 123 NORTH MARTIN LUTHER KING JR. BOULEVARD TULSA, OKLAHOMA 74103 (918) 584-5858 STRUCTURAL: pb2 architecture + engineering 4886 WEST PAULINE WHITAKER PARKWAY SUITE 200 ROGERS, ARKANSAS 72758 (479) 636-3545 MECHANICAL/ELECTRICAL/PLUMBING: CITY OF SANTA ANA PLANNING & BUILDING AGENCY 20 CIVIC CENTER PLAZA SANTA ANA, CALIFORNIA 92701 (714)-667-2786 BUILDING REVIEW: ORANGE COUNTY FIRE 1 FIRE AUTHORITY ROAD IRVINE, CALIFORNIA, 92602 (714)-573-6100 FIRE REVIEW: REMODELED SQ. FT: EXISTING SQ. FT: 120 134,935 SPECIAL PROJECT PER IEBC (INTERNATIONAL EXISTING BUILDING CODE), WORK CLASSIFICATION IS WORK AREA COMPLIANCE LEVEL 2 ALTERATION C: \ U s e r s \ b r e t t s i m o n \ D o c u m e n t s \ 0 2 5 1 7 _ S a n t a A n a _ C A _ E S S _ 1 3 4 _ A _ V 2 4 _ b r e t t . s i m o n X H X 7 4 . r v t SA N T A A N A , C A L I F O R N I A 11 . 2 5 . 2 0 2 4 HM JC 10.25.2024 11.25.2024 COVER SHEET C1 SANTA ANA, CALIFORNIA STORE NO.: 02517.1004 10.25.2024 11.25.2024 135 WALMART STORE NO. 02517.1004 3600 WEST MCFADDEN AVENUE SANTA ANA, CALIFORNIA SANTA ANA, CALIFORNIA 3600 WEST MCFADDEN AVENUE 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ELECTRICAL CODE, NFPA 70-2020 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA BUILDING CODE, CHAPTER 11B 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA FIRE CODE SA N T A A N A , C A L I F O R N I A ST O R E N O . 0 2 5 1 7 . 1 0 0 4 JO B N U M B E R : 20 2 4 . 0 3 3 1 13 5 36 0 0 W E S T M C F A D D E N A V E N U E GENERAL C1 COVER SHEET N1 GENERAL INFORMATION N2 CAL GREEN ARCHITECTURAL SP1 SITE PLAN A1 ENLARGED SALES FLOOR PLANS A1.1 FLOOR PLANS A5 ENLARGED PLANS AND DETAILS A8 DOOR SCHEDULE AND FINISHES AC1 AUTO CENTER PLANS AND DETAILS BR1 BREAKROOM PLANS VC1 VISION CENTER PLANS STRUCTURAL S1 PLAN GENERAL NOTES AND DETAILS ELECTRICAL E1 ELECTRICAL PLANS, NOTES, AND DETAILS SPECIAL ELEMENTS PT1 PATH OF TRAVEL PLAN DRAWING INDEX FIRE ALARM DRAWINGS SHALL BE A DEFERRED SUBMITTAL BY OWNER. GENERAL SCOPE OF WORK • INSTALL DOOR(S) AS SHOWN. - RE-WORK EXISTING EXTERIOR PAVEMENT IN ACCOMMODATION OF NEW EXTERIOR DOOR - PATCH AND REPAIR EXISTING PAVEMENT STRIPING AS REQUIRED TO MAINTAIN COMPLIANCE WITH APPLICABLE ACCESSIBILITY CODE • DOOR HARDWARE -UPDATE HARDWARE AS REQUIRED • INSTALL SALES FLOOR ENCLOSURE DOOR AS REQUIRED • INSTALL NEW PUSH BUTTON RELEASE, SIGN, AND HORN AT AUTO CENTER CUSTOMER SERVICE DOOR, REF SPECIFICATIONS V-B UNPROTECTED (SPRINKLERED) UNLIMITED BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM AND IS SURROUNDED ON ALL SIDES BY 60 FEET MINIMUM OF PERMANENT OPEN SPACE. UNLIMITED AREA CRITERIA IS APPLICABLE. M - MERCANTILE; WHOLESALE OR RETAIL STORE (MAIN USE) S1 - STORAGE AREA; MOTOR VEHICLE STATION, RECEIVING AND STOCKROOMS (MIXED USE) A2 - ASSEMBLY USE; BREAKROOM AND FOOD TENANT (ACCESSORY TO MAIN OCCUPANCY) B - BUSINESS; NON FOOD TENANT (ACCESSORY TO MAIN OCCUPANCY) 1" = 40'-0"1 KEY PLAN NORTH 92704 1 01.31.2025 PR #1 PR #1 DRAWING INDEX: ADDED SHEET A1.1 1 1 Bldg #101122468 APPROVALS: PLNG - C. Santana BLDG - CSG POLICE - B. Martin PUBLIC WORKS - Y. Soto 3600 W McFadden Avenue4/16/2025 SIGNAGE LEGEND DO O R FFSIGN, REF NOTE 3. SIGN 1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS: A. ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE ACCESSIBLE B. ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE-USER TOILETS ARE CLUSTERED AT A SINGLE LOCATION C. ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE THE CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE NUMBER OR TYPE OF CHECK-OUT IDENTIFICATION D. UNISEX TOILET AND BATHING ROOMS E. ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL SUCH ROOMS ARE ACCESSIBLE 2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE ACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS. THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY: A. AT EACH SEPARATE-SEX TOILET INDICATING THE LOCATION OF THE NEAREST UNISEX TOILET 3. TACTILE SIGNAGE SHALL BE LOCATED 48 INCHES (1220 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASE OF THE LOWEST BRAILLE CELLS AND 60 INCHES (1525 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (455 MM) MINIMUM BY 18 INCHES (455 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. EXCEPTION: SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES. 4. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR BACKGROUND AND SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE MATERIALS OR FINISHES. 5. ACCESSIBLE SIGNAGE SHALL USE GRADE 2 BRAILLE AND MUST COMPLY WITH CBC 11B-703.3 TACTILE EXIT SIGN TACTILE EXIT ROUTE SIGNRE F N O T E 3 TACTILE EXIT SIGN TACTILE SIGN REQUIREMENTS 1. A TACTILE SIGN STATING "EXIT" AND COMPLYING WITH ICC A117.1 SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. REF FLOOR PLANS FOR LOCATIONS. 2. FOR CHARACTER WIDTH, THE UPPERCASE LETTER "O" SHALL BE USED TO DETERMINE THE ALLOWABLE WIDTH OF ALL CHARACTERS OF A FONT. THE WIDTH OF THE UPPERCASE LETTER "O" OF THE FONT SHALL BE 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE "I" OF THE FONT. (ICC A117.1-2009: 703.3.6) CHARACTER HEIGHT MEASURED FROM THE BASELINE OF THE CHARACTER SHALL BE 5/8" (16 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER "I". 3. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR BACKGROUND. 4. CHARACTERS SHALL CONFORM TO THE FOLLOWING: 4.a.LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS- SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. 4.b.RAISED CHARACTERS OR SYMBOLS SHALL BE A MINIMUM OF 5/8" HIGH AND A MAXIMUM OF 2". 5. CONTRACTED GRADE 2 BRAILLE SHALL BE USED. DOTS SHALL BE 0.090" (2.3 MM) TO 0.100" (2.5 MM) ON CENTER IN EACH CELL WITH 0.241" (6.1 MM) TO 0.300" (7.6 MM) SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MINIMUM OF 0.025" (0.6 MM) TO 0.037" (0.9 MM) ABOVE THE BACKGROUND. 6. CHARACTERS SHALL BE 48" MINIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASE OF THE LOWEST BRAILLE CELLS AND 60" MAXIMUM ABOVE FINISH FLOOR MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER. 7. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE ALONGSIDE THE DOOR AT THE LATCH SIDE. AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. AT DOUBLE DOORS WITH TWO ACTIVE LEAVES, THE SIGN SHALL BE TO THE RIGHT OF THE RIGHT-HAND DOOR. TACTILE SIGNS ARE PERMITTED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES. SEE ALTERNATE SOLUTIONS FOR OTHER SCENARIOS. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT THERE IS AN 18"X18" CLEAR FLOOR AREA CENTERED ON THE TACTILE CHARACTERS PREFERRED SOLUTION A. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE OF A SINGLE DOOR, OR TO THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE ON THE NEAREST ADJACENT WALL. C. WHEN SIGN IS REQUIRED AT A BANK OF DOORS, PLACE (1) SIGN BETWEEN JAMBS. IF JAMB IS NOT WIDE ENOUGH FOR SIGNAGE, PLACE (1) SIGN AT RIGHT SIDE OF BANK OF DOORS. B. THE REQUIRED SIGNAGE MAY BE INSTALLED SO THAT THE CLEAR FLOOR AREA IS BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. D. WHERE REFRIGERATED CASES OR FIXTURES IMPEDE THE REQUIRED CLEAN FLOOR AREA, MOUNT SIGNAGE TO THE END PANEL OF CASE OR OWNER PROVIDED END PANEL FOR HALF GONDOLAS AND WALL STANDARD FIXTURES. ALTERNATE SOLUTIONS E. WHERE WALL STANDARDS IMPEDE THE REQUIRED CLEAR FLOOR AREA, MOUNT SIGN DIRECTLY TO DOOR. ENSURE DOOR HAS AUTOMATIC CLOSER AND DOES NOT HAVE A HOLD-OPEN DEVICE. F. AT EGRESS DOORS IN THE GARDEN CENTER WHERE THERE IS NOT AMPLE WALL SPACE FOR SIGNAGE, MOUNT SIGN DIRECTLY TO DOOR. ENSURE DOOR HAS AUTOMATIC CLOSER AND DOES NOT HAVE A HOLD-OPEN DEVICE. 9" G. AUTOMATIC SLIDING DOOR LOCATIONS PREFERRED (RIGHT-HAND SIDE, ADJACENT TO DOOR) ALTERNATE LOCATION (NEAREST ADJACENT WALL, RIGHT-HAND SIDE OF OPENING PREFERRED) TACTILE SIGNAGE CANNOT BE LOCATED ON AUTOMATIC SLIDING DOOR PANELS. 12" MIN 12" MIN EXIT EL E V A T I O N ELEVATION PLAN H. WHERE WAREHOUSE RACKS IMPEDE THE REQUIRED CLEAR FLOOR AREA ADJACENT TO THE DOOR, PROVIDE 3/8" A-B PLYWOOD PANEL WITH EASED EDGES AND ATTACH TO THE END OF THE WAREHOUSE RACK USING (4) GALVANIZED CARRIAGE BOLTS, WASHERS AND LOCKNUTS. CARRIAGE BOLTS ARE TO BE SIZED PROPERLY TO ENSURE THE BOLT END DOES NOT PROTRUDE BEYOND THE TOP OF LOCKNUT AND PANEL IS SECURE. IN GROCERY SERVICE AND PREPARATION AREAS, PAINT PLYWOOD P33 UNO. 6" 5' - 6 " A F F M I N TO P L Y W O O D DEPTH OF WAREHOUSE RACK PANEL WIDTH TO MATCH ALTERNATE LOCATION (NEAREST ADJACENT WALL, RIGHT HAND SIDE OF OPENING PREFERRED) 18 " 18"RE F N O T E 6 DEFINITION LEGEND FINAL MERCHANDISE PLAN -FINALIZED MERCHANDISE PRINT FROM WM ALSO REFERRED TO AS THE DEAL BOX COPY SYMBOLS LEGEND X-A2 10.1 X-XX 100 A6 101 A M 100'-0" FF EL 100'-0" X.XX 100 X.XX X.XX X.XX X.XX X.XX X.XX X.XX X.XX 5 A2 5 A2 KEYNOTE INDICATOR FULL AND PARTIAL SECTION INDICATORS EXTERIOR AND INTERIOR ELEVATION INDICATOR ROOM NAME AND NUMBER COLUMN LINE INDICATOR HEIGHT ELEVATION INDICATOR PLAN ELEVATION INDICATOR ENLARGED DETAIL INDICATOR PARTITION TYPE INDICATOR COLOR INDICATOR DOOR INDICATOR WINDOW INDICATOR DETAIL INDICATOR REFERENCE AT KEYNOTE INDICATOR TV MONITOR A KEYNOTE OR BLOCK OF KEYNOTES WITH A LEADER ATTACHED APPLY SPECIFICALLY TO THE ITEM, AREA, OR SURFACE TO WHICH THE LEADER IS POINTING IN ADDITION TO THE ROOM FINISH SCHEDULE, A KEYNOTE OR BLOCK OF KEYNOTES ATTACHED TO THE ROOM NAME TAG APPLY TO THE ENTIRE ROOM SALES A SALES P3 X-A2 _______X A2 DUST DRAPE ROOF DECK DUST DRAPE DEMO AREA CONTINUOUS 2"x4" DUST DRAPE HOLD DOWN 2x4 TOP PLATE 2x4 STUD AT 24" OC 2x4 BRACE AT 96" OC CONTRACTORS OPTION ON ATTACHMENT 2x4 BOTTOM PLATE ANCHORS AT 96" OC 1/2" CD PLYWOOD ATTACHED TO STUD AT 12" OC MAX FLOOR DUST DRAPE TO BE 6 MIL. CLEAR POLY SHEETING OVERLAPPED AT JOINTS A MINIMUM OF 2'-0" AND CONTINUOUSLY TAPED JOINTS. ATTACH SHEETING FROM CEILING TO TOP OF BARRIER AS SHOWN FOR A DUSTPROOF CONDITION. IF ATTACHMENT TO CEILING IS IMPOSSIBLE, LIGHT FRAMING SHALL BE INSTALLED WITH SHEETING ATTACHED AROUND IT TO PROHIBIT DUST PENETRATION 4' - 0 " DEMO AREASALES 2x4 TREATED WOOD SILL PLATE 2x4 STUDS AT 24" OC (TYPICAL) EXISTING WALL TO REMAIN 1/2" C/D EXTERIOR PLYWOOD SCREWED TO STUDS OVER 6 MIL CLEAR POLY SHEETS 2x WOOD LEDGER PLATE NOTE: THE GENERAL CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED FLOOR FINISH OR WALL FINISH DUE TO INSTALLATION OR REMOVAL OF TEMPORARY SECURITY ENCLOSURE MAX 2'-0" EX I S T I N G O P E N I N G 3' - 0 " MI N PAINT SECURITY WALLS TO MATCH ADJACENT IF SECURITY WALLS TO BE IN PLACE MORE THAN TWO WEEKS COORDINATE WITH WALMART CONSTRUCTION MANAGER ATTACH PLATE TO CONC WITH 1/4"x2" ANCHORS AT 24" OC ATTACH 2x TO SILL PLATE WITH TOENAILS ATTACH 2x TO DOUBLE PLATE/LEDGER WITH TOENAILS CONTINUOUS SEALANT CONTINUOUS SEALANT BOTH SIDES OF SILL PLATE ATTACH LEDGER TO WALL AT STUDS architecture +engineering 4886 W Pauline Whitaker Pkwy Suite 200 Rogers Arkansas 72758 Phone: 479.636.3545 Architect of Record William Douglas Hurley California License No. C 29987 ST I P U L A T I O N F O R R E U S E TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCK PR O T O : C: \ U s e r s \ h a r l e e m a r r o y \ D o c u m e n t s \ 0 2 5 1 7 _ S a n t a A n a _ C A _ ES S _ 1 3 4 _ A _ V 2 4 _ h a r l e e . m a r r o y . r v t SA N T A A N A , C A L I F O R N I A 11 . 2 5 . 2 0 2 4 HM JC 10.25.2024 11.25.2024 GENERAL INFORMATION N1 SA N T A A N A , C A L I F O R N I A ST O R E N O . 0 2 5 1 7 . 1 0 0 4 JO B N U M B E R : 2 0 2 4 . 0 3 3 1 13 5 36 0 0 W E S T M C F A D D E N A V E N U E WM WALMART W WIDTH VERT VERTICAL VCPFC VISION CENTER PAINT, FIX, CLEAN UNO UNLESS NOTED OTHERWISE TYP TYPICAL TRANS TRANSVERSE TOS TOP OF STEEL TOP/TP TOP OF PAVING TOM TOP OF MASONRY TOGB TOP OF GRADE BEAM TOF TOP OF FOOTING TOC/TC TOP OF CONCRETE TO TOP OF THK THICKNESS TEMP TEMPERED T&B TOP AND BOTTOM STRUCT STRUCTURAL STD STANDARD SS STAINLESS STEEL SPECS SPECIFICATIONS SJI STEEL JOIST INSTITUTE SIM SIMILAR SDI STEEL DECK INSTITUTE SCHED SCHEDULE SCB SANITARY COVE BASE RXPFC PHAMACY PAINT, FIX, CLEAN RTU ROOF TOP UNIT RO ROUGH OPENING REV REVERSE REQ'D REQUIRED REINF REINFORCING REF REFER TO RCU REFRIGERATION CONDENSING UNIT RC REFRIGERATION CONTRACTOR QTY QUANTITY PVC POLYVINYL CHLORIDE PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT PMEJ PREMOLDED EXPANSION JOINT PLF POUNDS PER LINEAR FOOT PLUMB PLUMBING PLAST PLASTIC PLAM PLASTIC LAMINATE PL PLATE PFC PAINT, FIX, CLEAN PCF POUNDS PER CUBIC FOOT PAF POWDER ACTUATED FASTENER OH OPPOSITE HAND OEM ORIGENAL EQUIPMENT MANUFACTURE OD OUTSIDE DIAMETER OC ON CENTER NTS NOT TO SCALE NS NEAR SIDE NO NUMBER NIC NOT IN CONTRACT MTL METAL MO MASONRY OPENING MISC MISCELLANEOUS MIN MINIMUM MFR MANUFACTURER MFC MARKET FULFILLMENT CENTER MEP MECHANICAL, ELECTRICAL, & PLUMBING MECH MECHANICAL ME MASONRY ELEVATION MAU MECHANICAL AIR UNIT MAX MAXIMUM LONG LONGITUDINAL LLV LONG LEG VERTICAL LLH LONG LEG HORIZONTAL LB POUNDS L LENGTH KSI KIPS PER SQUARE INCH JT JOINT JST JOIST JBE JOIST BEARING ELEVATION ISO ISOLATION INFO INFORMATION HT HEIGHT HSS HOLLOW STRUCTURAL SECTION HSA HEADED STUD ANCHOR HORIZ HORIZONTAL HDTV HIGH DEFINITION TELEVISION HC HANDICAP GYP BD GYPSUM BOARD GR GROCERY GM GENERAL MERCHANDISE GC GENERAL CONTRACTOR GA GAUGE FV FIELD VERIFY FTG FOOTING FS FAR SIDE FRP FIBER REINFORCED PLASTIC FP FIRE PROTECTION FF FINISH FLOOR FDN FOUNDATION EWC ELECTRIC WATER COOLER EW EACH WAY ETR EXISTING TO REMAIN ES EQUIPMENT SUPPLIER EQ EQUAL ELEC ELECTRICAL EL ELEVATION EJ EXPANSION JOINT EF EXHAUST FAN EIFS EXTERIOR INSULATION AND FINISH SYSTEM EDC ELECTRICAL DISTRIBUTION CENTER EAS ELECTRONIC ARTICLE SURVEILLANCE DSD DIRECTS SHIPPING DELIVERY DIA DIAMETER CU CONDENSING UNIT CONT CONTINUOUS CONST CONSTRUCTION CONC CONCRETE COL COLUMN CMU CONCRETE MASONRY UNIT CLR CLEAR CL CENTERLINE CJ CONTROL JOINT BRG BEARING BOS BOTTOM OF STEEL BO BOTTOM OF BL BLOCK LINTEL BFF BELOW FINISHED FLOOR AWS AMERICAN WELDING SOCIETY ASTM AMERICAN SOCIETY OF TESTING AND... ARCH ARCHITECTURAL AISC AMERICAN INSTITUTE OF STEEL... AFG ABOVE FINISHED GRADE AFF ABOVE FINISHED FLOOR ADJ ADJACENT ADA AMERICANS WITH DISABILITIES ACT ACRYL ACRYLIC ACI AMERICAN CONCRETE INSTITUTE AB ANCHOR BOLT ABBREVIATION DESCRIPTION GENERAL ABBREVIATIONS ABBREVIATION LEGEND. DUST WALL 20 LF TENANT SPACE A5 ITEM DESCRIPTION QTY ADDITIONAL NOTES SHEET REFERENCE THE QUANTITIES PROVIDED BELOW ARE FOR PRELIMINARY ESTIMATING/BIDDING PURPOSES ONLY. BID ALLOWANCE SCHEDULE 3/4" = 1'-0"1 TEMPORARY BARRIER/DUST DRAPE 3/4" = 1'-0"2 SECURITY ENCLOSURE 3600 W McFadden Avenue4/16/2025 SIDE KICK DEC367836 36" 40 " 1-16S,1-22S HEF1860BL SIDE KICK EF3678 36 X SIDE KICK SIDE KICK SIDE KICK CO-24X48 SCAN-MBLU-LH BA G S OUTLYING 24 X SIDE KICK EF3678 HEF1860BR EF 3 6 7 8 DE C 3 6 7 8 3 6 36 " 40" 1- 1 6 S , 1 - 2 2 S 36 X EF3678 36 X 36 X S DE C 3 6 7 8 3 6 36 " 40" 1- 1 6 S , 1 - 2 2 S 36X 36T SIDE KICK DEC367836 36" 40 " 1-16S,1-22S HEF1860BL SIDE KICK EF3678 36 X SIDE KICK SIDE KICK SIDE KICK CO-24X48 SCAN-MBLU-LH BA G S OUTLYING 24 X SIDE KICK EF3678 HEF1860BR EF 3 6 7 8 DE C 3 6 7 8 3 6 36 " 40" 1- 1 6 S , 1 - 2 2 S 36 X EF3678 36 X 36 X S DE C 3 6 7 8 3 6 36 " 40" 1- 1 6 S , 1 - 2 2 S 36X 36T SIDE KICK DEC367836 36" 40 " 1-16S,1-22S HEF1860BL SIDE KICK EF3678 36 X SIDE KICK SIDE KICK SIDE KICK CO-24X48 SCAN-MBLU-LH BA G S OUTLYING 24 X SIDE KICK EF3678 HEF1860BR EF 3 6 7 8 DE C 3 6 7 8 3 6 36 " 40" 1- 1 6 S , 1 - 2 2 S 36 X EF3678 36 X 36 X S DE C 3 6 7 8 3 6 36 " 40" 1- 1 6 S , 1 - 2 2 S 36X 36T SIDE KICK DEC367836 36" 40 " 1-16S,1-22S HEF1860BL SIDE KICK EF3678 36 X SIDE KICK SIDE KICK SIDE KICK CO-24X48 SCAN-MBLU-LH BA G S OUTLYING 24 X SIDE KICK EF3678 HEF1860BR EF 3 6 7 8 DE C 3 6 7 8 3 6 36 " 40" 1- 1 6 S , 1 - 2 2 S 36 X EF3678 36 X 36 X S DE C 3 6 7 8 3 6 36 " 40" 1- 1 6 S , 1 - 2 2 S 36X 36T 78" H ENCLOSURE DOOR, FRAME, AND HARDWARE BY OTHERS. GC TO SET DOOR IN PLACE, INSTALL BRACKETS TO ADJACENT FIXTURES AND ANCHOR PER MFR'S INSTRUCTIONS D 4 EXISTING MERCHANDISE FIXTURES TO REMAIN, TYP D 4 REMOVE MERCHANDISE FIXTURE FOR NEW ENCLOSURE DOOR DEMOLITION LEGEND EXISTING TO REMAIN DEMOLISH/REMOVE AREA TO BE DEMOLISHED RELOCATE architecture +engineering 4886 W Pauline Whitaker Pkwy Suite 200 Rogers Arkansas 72758 Phone: 479.636.3545 Architect of Record William Douglas Hurley California License No. C 29987 ST I P U L A T I O N F O R R E U S E TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCK PR O T O : C: \ U s e r s \ h a r l e e m a r r o y \ D o c u m e n t s \ 0 2 5 1 7 _ S a n t a A n a _ C A _ ES S _ 1 3 4 _ A _ V 2 4 _ h a r l e e . m a r r o y . r v t SA N T A A N A , C A L I F O R N I A 11 . 2 5 . 2 0 2 4 HM JC 10.25.2024 11.25.2024 ENLARGED SALES FLOOR PLANS A1 SA N T A A N A , C A L I F O R N I A ST O R E N O . 0 2 5 1 7 . 1 0 0 4 JO B N U M B E R : 2 0 2 4 . 0 3 3 1 13 5 36 0 0 W E S T M C F A D D E N A V E N U E 3/16" = 1'-0"2 ENLARGED COSMETICS PLAN 3/16" = 1'-0"1 ENLARGED COSMETICS DEMOLITION PLAN SHEET NOTES 1. GENERAL CONTRACTOR SHALL COORIDNATE ALL WORK WITH WALMART CONSTRUCTION MANAGER AND WALMART STORE MANAGER. 3600 W McFadden Avenue4/16/2025 16'-0" 24/78 HD 1/2 GONDOLA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 2223242526272829 BABYTBTG SEASONALPLUSJUNIORSMISSYACTIVE ACTIVETOPSSEASONALBOTTOMS B D B 6'-2 1/2" RH01 3 5.0 00 FB FB B D RD4018.052 B RD9009.005 B 5' - 7 1 / 2 " 5'-5" 7'-3" Ha z B RD4018.05 2 B B Pass Thru D 9'-10" B RD4018.05 2 B 6'-9" FB RD4018.442 BB 5'-2" 5' - 6 " B D 16'-0" LARGE ITEMS 5' - 6 " B D 40 ' - 0 " GM P I C K U P 32 ' - 0 " GM P I C K U P B D B RD4018.442RD4018.442 4'-5" 5' - 6 " 4" 32 ' - 0 " GM P I C K U P B 7' - 1 0 " B RH01 2 2.0 00 10'-0" Ha z RD1069.652 RD 1 0 6 9 . 6 5 2 BJanitor D D 4"B B D 5' - 6 " D RD1069.652 D 32 ' - 0 " GM P I C K U P B B D B B B D 32 ' - 0 " GM P I C K U P 3 MI 33 3 S GRO-0 1 1WM 6' - 0 " 2 4 / 9 0 HD 1 / 2 G O N D O L A DE C 7 2 7 8 3 6 40" 72 " SO L I D P A N E L BLK 36T THIS FIXTURE IS FOR ORDERING PURPOSES ONLY. PLACEMENT SHOULD BE DETERMINED BY THE STORE. FRONT BATTERY FLOW-THRU RACK S 48 X H D 4 8 X H D 4 8 X H D SIDE KICK KE Y MA C H I N E S S S SIDE KICK USE D BATT ERY RACK SIDE KICK 36T T SIDE KICK SID E K I C K SIDE KICK 48 X 48X S 4' - 0 " 3 6 / 7 8 HD 1 / 2 G O N D O L A PI L L O W BI N 60 X O S 36 " 2 4 " SIDE KICK SIDE KICK SIDE KICK S 5' - 0 " 18 / 7 8 1 / 2 G O N D O L A SIDE KICK PEG S F2 4 SPEC BASE F2 4 EF 2 4 7 8 B F2 4 F 2 4 F 2 4 36X F2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 4TIER TABLE WA4TABLE-EXTLEGS 4WAY_2S_16 4WAY_2S_16 4TIER TABLE WA4 TABLE- EXTLEGS 4W A Y _ 2 S _ 1 6 4 W A Y _ 2 S _ 1 6 4TIER TABLE WA4TABLE-EXTLEGS 22" T-SHIRTSP INNE R 4WAY_2S_16 3 22" T-SHIRTSP INNE R MI SIDE KICK 4WAY_2S_16 4WAY_2S_16 4TIER TABLE WA4 TABLE- EXTLEGS 4WAY_2S_16 4WAY_2S_164WAY_2S_16 4WAY_2S_16 SID E K I C K SI D E K I C K SO C K SO C K 4W A Y _ 2 S _ 1 6 4TIER TABLE WA4TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 22" T-SHIRTSP INNE R SIDE STACK SIDE STACK GRO-011 WM SIDE STACK SIDE STACK SIDE STACK SIDE STACK DE C 7 2 7 8 3 6 40" 72 " SO L I D P A N E L SID E K I C K GRO-0 0 5BK 36X PEG PEG SID E K I C K SID E K I C K PEG HA L L M A R K PEG HE F 2 4 8 4 B SID E K I C K SID E K I C K 48XHD SID E K I C K 48XHDS 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA S SID E K I C K 48XHD SDLB A GBL ACK SDLB A GBL ACK SID E K I C K SIDE KICK SIDE KICK 48X SIDE KICK 48X SID E K I C K SID E K I C K SIDE KICK SID E K I C K 48X 48SSID E K I C K 48 X SID E K I C K 48 X SID E K I C K DE C 3 6 7 8 3 6 36 " 40" 1-1 6 S , 1 - 2 2 S 36 X EF3 67 8 SIDE KICK DEC3 6 78 3 6 36" 40 " 1-16 S,1- 22S HEF1860BL 36 X EF3 67 8 SIDE KICK SIDE KICK SIDE KICK SIDE KICK SIDE KICK CO-24X48SCAN-MBLU-LH BA G S OUTLYING SIDE KICK 24 X EF 3 6 7 8 SIDE KICK HEF1860BR 36 X EF3 67 8 HALF G O N D O L A 4 8 I N C H M P C LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H GDM6_36 SSTOP GU M / M I N T 5 4 " GU M / M I N T 5 4 " GD M 4 1 S L 5 4 S NC R R 5 L E F T 2 B A G MO D U L A R PO W E R NC R R 5 L E F T 2 B A G MO D U L A R PO W E R NC R R 5 L E F T 2 B A G MO D U L A R PO W E R SCO PANEL 15 I NCH SIDE KICK S GU M / M I N T 5 4 " GU M / M I N T 5 4 " GDM6_36 SSTOP SCO P A N E L 4 8 I N C H S C O P A N E L 4 8 I N C H GD M 4 1 S L 4 8 36S30" S HE LV ES SID E K I C K SID E K I C K GD M 4 1 S L 5 4 GD M 4 1 S L 5 4 GD M 4 1 S L 5 4 GD M 4 1 S L 5 4 24 R SID E K I C K 36S30" S HE LV ES SID E K I C K SID E K I C K CO - B E L T E D - M B L U - L H BE L T E D BAG 1 NC R C A R D O N L Y LE F T G R A Y BA G S LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H S GD M 4 1 S L 4 8 SCO P A N E L 4 8 I N C H S C O P A N E L 4 8 I N C H S C O P A N E L 4 8 I N C H ST A R T E R 36S30" S HE LV ES SID E K I C K SID E K I C K S LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H BA G S S SCO P A N E L 4 8 I N C H GD M 4 1 S L 4 8 36S30" S HE LV ES SI D E K I C K SID E K I C K 36S30" S HE LV ES SI D E K I C K SID E K I C K SCO P A N E L 4 8 I N C H M P C GD M 4 1 S L 4 8 BA G S B A G S CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D BA G S 24 R CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D SCO P A N E L 4 8 I N C H S T A R T E R LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H CO - B E L T E D - M B L U - L H BE L T E D SA P # 10 0 5 1 6 1 0 9 OUTLYING SA P # 10 0 5 1 6 1 1 0 OUTLYING LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H 36S30" S HE LV ES SID E K I C K SID E K I C K BAG 1 NC R C A R D O N L Y LE F T G R A Y LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H S BA G S LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H GU M / M I N T 5 4 " BA G S GRO-0 0 5BK LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H S GD M 4 1 S L 4 8 GD M 4 1 S L 5 4 GD M 4 1 S L 5 4 LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H SCO P ANEL 15 INCH SCO PANEL 15 I NCHS SCO P A N E L 4 8 I N C H M P C S C O P A N E L 4 8 I N C H M P C SCO P A N E L 4 8 I N C H S C O P A N E L 4 8 I N C H NC R R 5 R I G H T BAG 1 MO D U L A R PO W E R HALF G O N D O L A 4 8 I N C H M P C NC R R 5 R I G H T BAG 1 MO D U L A R PO W E R SCO P A N E L 1 5 I N C H M P C GD M 4 1 S L 5 4 S 8' 8' 8' HALF G O N D O L A 4 8 I N C H M P C H A L F G O N D O L A 4 8 I N C H M P C LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H 8' 8 ' 36S30" S HE LV ES SI D E K I C K SID E K I C K GU M / M I N T 5 4 " SIDE KICK SID E K I C K NC R R 5 R I G H T BAG 1 MO D U L A R PO W E R S S S S S SCO P A N E L 4 8 I N C H M P C S T A R T E R SCO P A N E L 4 8 I N C H BAG 1 NC R C A R D O N L Y LE F T G R A Y GU M / M I N T 5 4 " GU M / M I N T 5 4 " 8' 8 ' 36S30" S HE LV ES SI D E K I C K SID E K I C K ICE MACHINE BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 48 X SIDE KICK 48 X SIDE KICK SIDE KICK SDLB A GBL ACK GRO-0 1 1WM GRO-0 0 5BK S GRO-011 WM 48 X G R 24 " E C 24 " E C SDLB A GBL ACK GRO-0 1 1WM S 6'- 0 " 2 4 / 7 8 HD 1 / 2 G O N D O L A 48 X G R 24 " E C 24 " E C 4'x4' STAC K PLAS T I C GRO C E R Y EVE N T 4'x 4 ' ST A C K PL A S T I C GR O C E R Y EV E N T GRO-0 0 5BK 4'x 4 ' ST A C K PL A S T I C GR O C E R Y EV E N T GRO-0 1 1WM SID E K I C K GRO-011 WM SID E K I C K GRO-011 WM 48 X G R 24 " E C 24 " E C GRO-011 WM 4'x4' STAC K PLAS T I C GRO C E R Y EVE N T SDLB A GBL ACK SDLB A GBL ACK GRO-011 WM SID E K I C K 44 W S S WWWWWW WW6F T D S D S O D A E C 44 W WW SI D E K I C K SI D E K I C K S S 48XHD 6' - 0 " 2 4 / 9 0 HD 1 / 2 G O N D O L A 48XHD W W W GRO-0 1 1WM 48XHD W 6F T D S D S O D A E C S SDLB A GBL ACK PEG Register Register 12 F T H O M E E N T E R T A I N M E N T T A B L E 12 F T H O M E E N T E R T A I N M E N T T A B L E S 48T PEG S 48XHD F2 4 F 2 4 EF4890 EF 3 0 8 4 48T PEG PEG PEGPEG 48T F2 4 F2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 48T PEG PEG SID E K I C K SID E K I C K SI D E K I C K S 4'-0"18/78 HD 1/2 GONDOLA 48XHD PEG 4- S 4 - S 4 - S ME T 4 3 5 C MET435EC MET435EC ME T 4 3 5 C MET435EC MET435EC 4- S 4 - S 4 - S MINI PIE 4-S4-S4-S4-S4-S 4-S4-S 4- S 4 - S NO V E L T Y I C E C R E A M BACKROOM PALLET POSITION D91 BACKROOM PALLET POSITION D91 BACKROOM PALLET POSITION D91 BACKROOM PALLET POSITION D91 BACKROOM PALLET POSITION D91 SIDE KICK 60 X O S 36 " 2 4 " SIDE KICK S 5' - 0 " 18 / 7 8 1 / 2 G O N D O L A GA L V A NI Z E D W 10 2 " BE A M S GA L V A NI Z E D W 10 2 " BE A M S 4'x 4 ' GO O D S LIV E DE P T 1 6 AR E A 4'x4' GOODS LIVE DEPT 16 AREA 4'x4' GOODS LIVE DEPT 16 AREA SID E K I C K 4'x 4 ' GO O D S LIV E DE P T 1 6 AR E A 48XHD 44 W GA L V A NI Z E D10 2 " BE A M S CO - M O B I L E - CA B I N E T - M B L U SID E K I C K SID E K I C K GA L V A NI Z E D W 10 2 " BE A M S 48XHD SI D E K I C K GA L V A NI Z E D W 10 2 " BE A M S GA L V A NI Z E D W 10 2 " BE A M S GA L V A N I Z E D W 10 2 " B E A M S SID E K I C K SI D E K I C K 4'x 4 ' GO O D S LIV E DE P T 1 6 AR E A 4'x 4 ' GO O D S LI V E DE P T 1 6 AR E A 4'x 4 ' GO O D S LIV E DE P T 1 6 AR E A S 44W GA L V A N I Z E D 10 2 " B E A M S GA L V A NI Z E D W 10 2 " BE A M S 48XHD GA L V A N I Z E D W 10 2 " B E A M S GA L V A N I Z E D W 10 2 " B E A M S S CO - M O B I L E - CA B I N E T - M B L U 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY_2S_16 SIDE KICK 4WAY_2S_16 ACC36 WA33 4WAY_2S_16 MI 3 4WAY_2S_16 4WAY_2S_164WAY_2S_16 4WAY_2S_16 4W A Y _ 2 S _ 1 6 4TIER TABLE WA4 TABLE-EXTLEGS 3 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY_2S_16 4TIER TABLE WA4 TABLE-EXTLEGS 3 4WAY_2S_16 4WAY_2S_16 4W A Y _ 2 S _ 1 6 4WAY_2S_16 4WAY_2S_16 4WAY_2S_16 4W A Y _ 2 S _ 1 6 4 W A Y _ 2 S _ 1 6 4WAY_2S_16 22" T-SHIRTSP INNE R 22" T-SHIRTSP INNE R 22" T-SHIRTSP INNE R 36 X SIDE KICK SIDE KICK SIDE KICK 48 X SIDE KICK 36 X 3 6 X SIDE KICK S DE C 3 6 7 8 3 6 36 " 40" 1- 1 6 S , 1 - 2 2 S 36X SIDE KICK 36T SIDE KICK SIDE KICK SIDE KICK 48 X SIDE KICK SIDE KICK 48 X SID E K I C K T TR DISP LA Y T 36T S 36 B O T T L E DI S P L A Y FR O N T SID E K I C K 48X BO T T L E WA T E R RE T U R N FR O N T T S 48XHD SID E K I C K 36XHD SID E K I C K 4WA Y_2S 36_12 3 4WA Y_2S 36_12 4WA Y_2S 36_123 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 3 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 5' - 6 " 1 8 / 7 8 H E A V Y DU T Y 1 / 2 G O N D O L A S W 48W DO U B L E D O U B L E D O U B L E CRIB DISPLAY PLATFORM SIDE KICK W SID E K I C K SID E K I C K SID E K I C K S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA SID E K I C K SI D E K I C K W S WDO U B L E DO U B L E #6 UMBRELLA STROLLER 48 W 48XHD S HEF2478BL S W SIDE KICK S HEF2478BR W W 48W DO U B L E OS 4 2 W W 18 " 2 4 " S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA TR E N D P O D EF3084B 3 EF3084B 3 TR E N D P O D 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 3 4WAY_2S_19 4WAY_2S_19 TR E N D P O D EF3084B 3 TR E N D P O D 3 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 SI D E K I C K 4TIER TABLE WA4TABLE-EXTLEGS 3 3 EF3084B WORKSTATION 2 2 3 4WAY_2S_19 4WAY_2S_19 LIGHT B OX E C 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4- B A Y - S T A N D A R D W W S WINDOW MANNEQUINDISPLAY FRONT 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 MI4WAY_2S_19 4WAY_2S_19 4W A Y _ 2 S _ 1 9 4 W A Y _ 2 S _ 1 9 4TIER TABLE WA4TABLE-EXTLEGS 4WAY_2S_19 4W A Y _ 2 S _ 1 9 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4TIER TABLE WA4 TABLE-EXTLEGS 4W A Y _ 2 S _ 1 9 4WAY_2S_19 4TIER TABLE WA4TABLE-EXTLEGS 4WAY_2S_19 4TIER TABLE WA4 TABLE-EXTLEGSMI 4WAY_2S_19 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4TABLE-EXTLEGS 3 4WAY_2S_19 3 3 4WAY_2S_19 4TIER TABLE WA4 TABLE- EXTLEGS LIGHT B OX E C 4W A Y _ 2 S _ 1 9 4WAY_2S_19 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY_2S_19 4TIER TABLE WA4TABLE-EXTLEGS 4WAY_2S_19 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY_2S_19 MI 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 3 3 MI 4TIER TABLE WA4TABLE- EXTLEGS WHITE(A LL) BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BL ACK RESIN BEN CH ESEC- 2 S BLAC K RE SIN BEN CH ES EC- 2S BL ACK RESIN BEN CH ESEC- 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D I N G BE N C H GALV A N I Z E D FOL D I N G BENC H GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H BL ACK RESIN BEN CH ESEC- 2 S GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH BLAC K RE SIN BEN CH ES EC- 2S BL ACK RESIN BEN CH ESEC- 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BL ACK RESIN BEN CH ESEC- 2 S BLAC K RE SIN BEN CH ES EC- 2SBLAC K RE SIN BEN CH ES EC- 2S BL ACK RESIN BEN CH ESEC- 2 S BLAC K RE SIN BEN CH ES EC- 2S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BL ACK RESIN BEN CH ESEC- 2 S BLAC K RE SIN BEN CH ES EC- 2S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BL ACK RESIN BEN CH ESEC- 2 S BLAC K RE SIN BEN CH ES EC- 2S GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH BL A C K R E S I N BE N C H E S P- 3 - 8 BLAC K RE SIN BEN CH ES EC- 2S BL ACK RESIN BEN CH ESEC- 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BLAC K RE SIN BEN CH ES EC- 2S BL A C K R E S I N BE N C H E S P- 3 - 8 GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BL ACK RESIN BEN CH ESEC- 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 BLAC K RE SIN BEN CH ES EC- 2S BL ACK RESIN BEN CH ESEC- 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH BLAC K RE SIN BEN CH ES EC- 2S BL A C K R E S I N BE N C H E S P- 3 - 8 ST A D I U M GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H SECURITY CABINET SECURITY CABINET SE C U R I T Y CA B I N E T SE C U R I T Y CA B I N E T SE C U R I T Y CA B I N E T HV E PEG PEG 48T SECURITY CABINET 48T PEG S 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 3 4W A Y _ 2 S _ 1 9 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 LIGHT B OX E C MI MI MI 4TIER TABLE WA4TABLE-EXTLEGS 4W A Y _ 2 S _ 1 9 4 W A Y _ 2 S _ 1 9 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 33 5' - 6 " 1 8 / 7 8 1/ 2 G O N D O L A S 3 4WAY_2S_19 4WAY_2S_19 4TIER TABLE WA4TABLE-EXTLEGS 4WAY_2S_19 4WAY_2S_19 3 MANNEQUIN DISPLAY FRONT 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_194WAY_2S_19 4TIER TABLE WA4TABLE-EXTLEGS WHITE(A LL) 22" T-SHIRTSP INNE R 22" T-SHIRTSP INNE R 22" T-SHIRTSP INNE R GRO-0 0 5BK BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 SI D E K I C K 48XHD S W W WWW W W W WW 48W 4'x4' STAC K PLAS T I C DEPT . 4EVEN T W SID E K I C K W W W 48W S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA S 5'-6" 18/78 HEAVY DUTY 1/2 GONDOLA S W 48W 48W 48XHD SID E K I C K W S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA 48XHD 48 W W W W W W SID E K I C K W W W 48 W SID E K I C K EF 3 6 7 8 B EF 3 6 7 8 36 X SIDE KICK 48"BENCH S S T A NCHION 14X 40 PR I V A C Y P A N E L S SIDE KICK RE A D IN G GLA S S E S TO W E R F RO NT 36 X HE F 1 8 7 8 B R SIDE KICK SIDE KICK DME RISER 36 X EF 3 6 7 8 B HE F 1 8 7 8 B L 36 X 3 6 X SIDE KICK 36 X END C A P REA D I N G GL A S S SIDE KICK SIDE KICK SIDE KICK S T A NCHION 14X 40 S T A NCHION 14X 40 48"BENCH HE F 2 4 7 8 B L HE F 2 4 7 8 B R ECH/W KIOSK 48 " H I G H W A L L 48" HIGH WALL 48 " H I G H W A L L PC-137CC-RIGHT PRINTER DL FRONT WID E F O R M A T PRI N T E R FR O N T PH O T O S P CO L O R PH A S E R PH O T O W O R K S T A T I O N ST O O L S T O O L S T O O L S T O O L PH O T O K I O S K S - F D BA N A N A _ T B L 7 FRONT POTATOPALLET BACKROOM PALLET POSITION D94 OBP 373732 FRONT OBP373732 FRONT OBP 373732 FRONT OB P 37 3 7 3 2 FR O N T OBP 37 37 3 2 FRON T OBP 37 3 7 3 2 FRO N T OBP 37 37 3 2 FRON T OBP 37 37 3 2 FRON T BAG HOL D E R BACKROOM PALLET POSITION D94 BACKROOM PALLET POSITION D94 OBP 373732 FRONT FR O N T BA GHOL DE R BA GHOL DE R OBP 373732 FRONT OBP 373732 FRONT W16 OBP 373732 FRONT PO T A T O CA R T PLAC E O N G O N D O L A U P R I G H T PO T A T O CA R T GO N D O L A PR O D U C E A LP B A GHOL D E R W16 OBP373732 FRONT FR O N T BACKROOM PALLET POSITION D94 BACKROOM PALLET POSITION D94 GO N D O L A PR O D U C E A LP LPP_EC_2T W/ SHELVES W16 W16 OB P 37 3 7 3 2 FR O N T BA G HOL DE R OBP373732 FRONT W16W16 OBP 373732 FRONT W16 W16 W16 GO N D O L A PR O D U C E A LP GO N D O L A PR O D U C E A LP W16 W16 PO T A T O CA R T PLACE O N G O N D O L A U P R I G H T PO T A T O CA R T GO N D O L A PR O D U C E A LP OBP373732 FRONT W16 GO N D O L A PR O D U C E A LP BACKROOM PALLET POSITION D94 GO N D O L A PR O D U C E A LP OBP 373732 FRONT PO T A T O CA R T PLAC E O N G O N D O L A U P R I G H T PO T A T O CA R T GO N D O L A PR O D U C E A LP W16W16 GRO- 006 BK GO N D O L A PR O D U C E S L P BACKROOM PALLET POSITION D94 OBP 373732 FRONT GRO- 007 BK OBP 373732 FRONT OBP373732 FRONT BA GHOL DE R BACKROOM PALLET POSITION D94 BACKROOM PALLET POSITION D94 OBP373732 FRONT BA GHOL DE R RB_2T _EC GO N D O L A PR O D U C E S L P 48VHD SID E K I C K S 48VHD SID E K I C K SID E K I C K SID E K I C K S 36XHD 48 " B E N C H WAL - WM GRE E T FOR PLA CEM ENT ONLY RB PANEL FOR PLA CEM ENT ONLY TICKETSCAN EXP. PL A S T I C BA G RE C Y C L E BO X WHEELCHAIR WHEELCHAIR 48 " B E N C H OGP DOLLY 48HPB OGP DOLLY OGP DOLLY OGP DOLLY OGP DOLLY OG P 5 D6 OG P 5 D6 24 F P OGP2 OGP2 OGP DOLLY OGP DOLLY 24 F P OGP DOLLY 4FT MC FRONT OGP DOLLY OGP DOLLY N6 P U T A B L E T S T A N D OGP DOLLY N8 PI CK CART OGP DOLLY 48FPB MFPMFP OGP DOLLY OGP DOLLY MONE Y SE RVICE S - WALL MOUNT DIGITA L ME NU BOARD OG P 5 D8 4FT MC FRONT 3' OGP DOLLY 32 H P B 3 2 H P B 48 W C OGP DOLLY D6 OGP DOLLY 48FPB OGP DOLLY 8FT MC FRONT OGP DOLLY 48FPB OGP DOLLY D8 3'CA R D S FR O N T PR E P A I D 24 F P OGP DOLLY OGP DOLLY N8 GHSCABINET OGP DOLLY OGP DOLLY OGP DOLLY 32 H P B OGP DOLLY 24 F P OG P 2 D8 OGP DOLLY OGP DOLLY CH A I R OGP DOLLY ELECTRICCART OGP DOLLY OGP DOLLY OGP DOLLY OGP DOLLY OGP DOLLY PI CK CART 48 W C OGP DOLLY 8FT MC FRONT D8 OGP DOLLY ELECTRICCART OG P 5 D8 OGP DOLLY 48 W C OG P 2 D8 4' OGP DOLLY OGP DOLLY OGP DOLLY OGP DOLLY 4FT MC FRONT OGP DOLLY OGP DOLLY OGP DOLLY ELECTRICCART 48 W C 48FPB OG P 5 D8 OGP DOLLY 32 W C OGP DOLLY WALL LOTTERY VENDING OGP DOLLY OGP DOLLY PI CK CART OGP DOLLY OGP DOLLY WALL LOTTERY VENDING OGP DOLLY PI CK CART 48HPB D8 OGP DOLLY OGP DOLLY OG P 5 D8 8FT SERVICE DESK STAINLESS STEEL MEDIUM GRAY 8FT SERVICE DESK STAINLESS STEEL MEDIUM GRAY 4FT SERVICE DESK W/ COVER PLATES STAINLESS STEEL MEDIUM GRAY OGP DOLLY PI CK CART OGP DOLLY OGP DOLLY HA B C O RE F R . OG P 5 D8 OGP DOLLY 32 H P B 48FPB OGP DOLLY OGP DOLLY N8 OGP DOLLY OGP DOLLY OGP DOLLY OGP DOLLY OG P 2 D8 ELECTRICCART HABCOREFR. OGP DOLLY OGP DOLLY OG P 5 D8 OGP DOLLY 4FT MC FRONT L O T T E R Y 1 6 " P L A Y C E N T E R FRONT WA LL OG P 5 D8 OGP DOLLY OGP DOLLY OGP DOLLY OG P 2 D8 48HPB ELECTRICCART OGP DOLLY OGP DOLLY BLAS T 3 2 2 WHD 3 WHD 3 WHD EF3084 EF 3 0 8 4 EF3690 WHD 78" SHOE CARE EC WHDWHD SI D E K I C K 3 S WHD SID E K I C K EF3084 BE N C H IS L A N D E R WHDWHDWHD WHDWHD 3 BE N C H IS L A N D E R SI D E K I C K S 5'- 0 " 18 / 7 8 1 / 2 G O N D O L A SIDE KICK 48 X 4 8 X SIDE KICK SIDE KICK SIDE KICK 48 X SIDE KICK SIDE KICK SIDE KICK RE G I S T E R BA G S S T A I N L E S S S T E E L FR O N T BAIT COOLER GDM-12 S S TAIN L ES S S TEEL S TAIN L ES S S TEEL 4 FT WORK STATION FRONT S T A I N L E S S S T E E L 2 FT W OR K S T A T IO N FRONT S TA IN LE S S S TE E L MGH 36 Q 3 6 Q 48 X H D 36 X SIDE KICK HEF2484B Q Q 48 X H D S SIDE KICK 36 X SIDE KICK BA S K E T B A L L GO A L FI X T U R E S HEF2484B 36 X S HEF2484B SIDE KICK 36" AD A D E L I CUSTOM E R SIDE WEDGE CHICKEN WARMER S PEG S 54XOS36" 18" PEG SID E K I C K SID E K I C K SID E K I C K S 4'-0"18/78 HD 1/2 GONDOLA 48XHD S SIDE KICK PE G 36 X 36 X S SIDE KICK 36 X S 36 X TR E N D P O D TREND POD 36 T PE G 6'- 2 " BIKE DISPLAY 32'- 2" 5'- 8 " 3-TIER PE G TR E N D P O D TREND POD 36 T PE G 48 X H D OV E R H E A D B I K E DIS P L A Y 3'x 4 ' ST A C K PL A S T I C BI K E 4'x 4 ' ST A C K PL A S T I C BI K E 4'x 4 ' ST A C K PL A S T I C BI K E PE G PEG PEG PEG WIR E L E S S K I O S K FR O N T PEG 36T 36T 12 F T H O M E E N T E R T A I N M E N T T A B L E 16'-0" 24/78 HD 1/2 GONDOLA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 2223242526272829 TBTG BABY MISSYACTIVE SEASONALPLUSJUNIORS TOPSSEASONALBOTTOMS ACTIVE 3 33 3 MI 6' - 0 " 2 4 / 9 0 HD 1 / 2 G O N D O L A DE C 7 2 7 8 3 6 40" 72 " SO L I D P A N E L GRO-0 1 1WM S BLK 36T THIS FIXTURE IS FOR ORDERING PURPOSES ONLY. PLACEMENT SHOULD BE DETERMINED BY THE STORE. FRONT BATTERY FLOW-THRU RACK S 48 X H D 4 8 X H D 4 8 X H D SIDE KICK KE Y MA C H I N E S S S SIDE KICK USE D BATT ERY RACK SIDE KICK 36T T SIDE KICK SID E K I C K SIDE KICK 48 X 48X S 4' - 0 " 3 6 / 7 8 HD 1 / 2 G O N D O L A PI L L O W BI N 60 X O S 36 " 2 4 " SIDE KICK S 5' - 0 " 18 / 7 8 1 / 2 G O N D O L A SIDE KICK SIDE KICK SIDE KICK S 36X F2 4 PEG SPEC BASE F2 4 EF 2 4 7 8 B F2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 4WAY_2S_16 4TIER TABLE WA4TABLE-EXTLEGS 4W A Y _ 2 S _ 1 6 4 W A Y _ 2 S _ 1 6 4TIER TABLE WA4TABLE-EXTLEGS 22" T-SHIRTSP INNE R 4WAY_2S_16 3 4TIER TABLE WA4TABLE-EXTLEGS 4WAY_2S_16 4WAY_2S_164WAY_2S_16 4WAY_2S_16 SID E K I C K SI D E K I C K SO C K SO C K 22" T-SHIRTSP INNE R MI SIDE KICK 4WAY_2S_16 4WAY_2S_16 4W A Y _ 2 S _ 1 6 4TIER TABLE WA4TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 22" T-SHIRTSP INNE R 4TIER TABLE WA4TABLE-EXTLEGS 4WAY_2S_16 SIDE STACK GRO-011 WM SIDE STACK SIDE STACK SIDE STACK SIDE STACK SIDE STACK DE C 7 2 7 8 3 6 40" 72 " SO L I D P A N E L SID E K I C K GRO-0 0 5BK HA L L M A R K SID E K I C K SID E K I C K PEG PEG 48XHD HE F 2 4 8 4 B SID E K I C K SID E K I C K 36X PEG PEG SID E K I C K S 48XHDS 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA SID E K I C K 48XHD SID E K I C K SIDE KICK SIDE KICK 48X SID E K I C K SIDE KICK 48X SDLB A GBL ACK SDLB A GBL ACK SID E K I C K SIDE KICK SID E K I C K 48 X SID E K I C K 48X 48SSID E K I C K 48 X SID E K I C K SIDE KICK DEC3 6 78 3 6 36" 40 " 1-16 S,1- 22S HEF1860BL SIDE KICK EF3 67 8 36 X SIDE KICK SIDE KICK SIDE KICK SIDE KICK SIDE KICK CO-24X48 SCAN-MBLU-LH BA G S OUTLYING 24 X SIDE KICK EF3 67 8 HEF1860BR EF 3 6 7 8 36 X DE C 3 6 7 8 3 6 36 " 40" 1-1 6 S , 1 - 2 2 S 36 X EF3 67 8 36 X HALF G O N D O L A 4 8 I N C H M P C S NC R R 5 L E F T 2 B A G MO D U L A R PO W E R NC R R 5 L E F T 2 B A G MO D U L A R PO W E R NC R R 5 L E F T 2 B A G MO D U L A R PO W E R LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H GD M 4 1 S L 5 4 GU M / M I N T 5 4 " GU M / M I N T 5 4 " GDM6_36 SSTOP SCO P A N E L 4 8 I N C H BAG 1 NC R C A R D O N L Y LE F T G R A Y GU M / M I N T 5 4 " GU M / M I N T 5 4 " 8' 8 ' 36S30" S HE LV ES SI D E K I C K SID E K I C K GU M / M I N T 5 4 " SIDE KICK SID E K I C K 36S30" S HE LV ES SI D E K I C K SID E K I C K NC R R 5 R I G H T BAG 1 MO D U L A R PO W E R S S S S S SCO P A N E L 4 8 I N C H M P C S T A R T E R S C O P A N E L 1 5 I N C H M P C GD M 4 1 S L 5 4 LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H 8' 8 ' S 8' 8' 8' HALF G O N D O L A 4 8 I N C H M P C H A L F G O N D O L A 4 8 I N C H M P C H A L F GON D O L A 4 8 I N C H M P C NC R R 5 R I G H T BAG 1 MO D U L A R PO W E R SCO P A N E L 4 8 I N C H S C O P A N E L 4 8 I N C H NC R R 5 R I G H T BAG 1 MO D U L A R PO W E R SCO P A N E L 4 8 I N C H M P C S C O P A N E L 4 8 I N C H M P C GRO-0 0 5BK GD M 4 1 S L 5 4 LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H SCO P ANEL 15 INCH SCO PANEL 15 I NCHS LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H S GD M 4 1 S L 4 8 GD M 4 1 S L 5 4 SCO P A N E L 4 8 I N C H S T A R T E R LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H CO - B E L T E D - M B L U - L H BE L T E D SA P # 10 0 5 1 6 1 0 9 OUTLYING SA P # 10 0 5 1 6 1 1 0 OUTLYING GD M 4 1 S L 4 8 36S30" S HE LV ES SI D E K I C K SID E K I C K 36S30" S HE LV ES SI D E K I C K SID E K I C K SCO P A N E L 4 8 I N C H M P C GD M 4 1 S L 4 8 BA G S B A G S BA G S LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H GU M / M I N T 5 4 " BA G S S36S30" S HE LV ES SID E K I C K SID E K I C K BAG 1 NC R C A R D O N L Y LE F T G R A Y LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D BA G S 24 R CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D S GD M 4 1 S L 4 8 SCO P A N E L 4 8 I N C H S C O P A N E L 4 8 I N C H S C O P A N E L 4 8 I N C H ST A R T E R 36S30" S HE LV ES SID E K I C K SID E K I C K S BA G S LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H CO - B E L T E D - M B L U - L H BE L T E D BAG 1 NC R C A R D O N L Y LE F T G R A Y S SCO P A N E L 4 8 I N C H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H BA G S SID E K I C K 36S30" S HE LV ES SID E K I C K SID E K I C K GD M 4 1 S L 5 4 24 R GD M 4 1 S L 4 8 SCO P A N E L 4 8 I N C H S C O P A N E L 4 8 I N C H GD M 4 1 S L 5 4 GD M 4 1 S L 5 4 GD M 4 1 S L 5 4 36S30" S HE LV ES SID E K I C K SID E K I C K GDM6_36 SSTOP GU M / M I N T 5 4 " GU M / M I N T 5 4 " S SCO PANEL 15 I NCH SIDE KICK BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 SIDE KICK 48 X SIDE KICK SIDE KICK 48 X SID E K I C K GRO-0 1 1WM 48 X G R 24 " E C 24 " E C GRO-0 0 5BK 4'x 4 ' ST A C K PL A S T I C GR O C E R Y EV E N T S 6'- 0 " 2 4 / 7 8 HD 1 / 2 G O N D O L A 4'x4' STAC K PLAS T I C GRO C E R Y EVE N T 4'x 4 ' ST A C K PL A S T I C GR O C E R Y EV E N T 48 X G R 24 " E C 24 " E C SDLB A GBL ACK GRO-0 1 1WM GRO-0 0 5BK GRO-011 WM S SDLB A GBL ACK GRO-0 1 1WM SDLB A GBL ACK SDLB A GBL ACK 4'x4' STAC K PLAS T I C GRO C E R Y EVEN T GRO-011 WM SID E K I C K GRO-011 WM 48 X G R 24 " E C 24 " E C GRO-011 WM GRO-011 WM SID E K I C K 44 W S SDLB A GBL ACK GRO-0 1 1WM 48XHD 6' - 0 " 2 4 / 9 0 HD 1 / 2 G O N D O L A W 6F T D S D S O D A E C W W W 48XHD48XHD S SI D E K I C K W S 44 W WW SI D E K I C K 6F T D S D S O D A E C W WWWWWW S S 12 F T H O M E E N T E R T A I N M E N T T A B L E PEG Register Register PEG 48T PEG 48T F2 4 F2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 PEG PEG PEG 48T F2 4 F 2 4 EF4890 EF 3 0 8 4 48T PEG S 48XHD S 12 F T H O M E E N T E R T A I N M E N T T A B L E SID E K I C K SID E K I C K PEG PEG SI D E K I C K S 4'-0"18/78 HD 1/2 GONDOLA 48XHD 4- S ME T 4 3 5 C MET435EC MET435EC 4- S 4 - S 4 - S 4 - S 4-S4-S 4-S4-S MINI PIE 4-S4-S4-S 4- S 4 - S ME T 4 3 5 C MET435EC MET435EC 4- S NO V E L T Y I C E C R E A M BACKROOM PALLET POSITION D91 BACKROOM PALLET POSITION D91 BACKROOM PALLET POSITION D91 BACKROOM PALLET POSITION D91 BACKROOM PALLET POSITION D91 60 X O S 36 " 2 4 " SIDE KICK S 5' - 0 " 18 / 7 8 1 / 2 G O N D O L A SIDE KICK CO - M O B I L E - CA B I N E T - M B L U S 48XHD GA L V A N I Z E D W 10 2 " B E A M S GA L V A N I Z E D W 10 2 " B E A M S 44W GA L V A N I Z E D 10 2 " B E A M S GA L V A NI Z E D W 10 2 " BE A M S 4'x 4 ' GO O D S LIV E DE P T 1 6 AR E A 4'x 4 ' GO O D S LI V E DE P T 1 6 AR E A 4'x 4 ' GO O D S LIV E DE P T 1 6 AR E A S 48XHD GA L V A N I Z E D W 10 2 " B E A M S SID E K I C K SID E K I C K SID E K I C K GA L V A NI Z E D W 10 2 " BE A M S GA L V A NI Z E D W 10 2 " BE A M S GA L V A NI Z E D W 10 2 " BE A M S44 W GA L V A NI Z E D10 2 " BE A M S SID E K I C K CO - M O B I L E - CA B I N E T - M B L U SID E K I C K 4'x 4 ' GO O D S LIV E DE P T 1 6 AR E A 48XHD GA L V A NI Z E D W 10 2 " BE A M S GA L V A NI Z E D W 10 2 " BE A M S 4'x 4 ' GO O D S LIV E DE P T 1 6 AR E A 4'x4' GOODS LIVE DEPT 16 AREA 4'x4' GOODS LIVE DEPT 16 AREA SI D E K I C K 22" T-SHIRTSP INNE R 22" T-SHIRTSP INNE R 4WAY_2S_16 4WAY_2S_16 4W A Y _ 2 S _ 1 6 4WAY_2S_16 4WAY_2S_16 4WAY_2S_16 4W A Y _ 2 S _ 1 6 4 W A Y _ 2 S _ 1 6 4WAY_2S_16 3 4WAY_2S_16 4TIER TABLE WA4 TABLE-EXTLEGS 4W A Y _ 2 S _ 1 6 4TIER TABLE WA4 TABLE-EXTLEGS 3 4TIER TABLE WA4 TABLE-EXTLEGS MI 3 4WAY_2S_16 4WAY_2S_164WAY_2S_16 4WAY_2S_16 4WAY_2S_16 4WAY_2S_16 SIDE KICK 4WAY_2S_16 ACC36 WA33 4TIER TABLE WA4 TABLE-EXTLEGS 22" T-SHIRTSP INNE R 36 X SIDE KICK SIDE KICK SIDE KICK 48 X SIDE KICK 36 X 3 6 X SIDE KICK S DE C 3 6 7 8 3 6 36 " 40" 1- 1 6 S , 1 - 2 2 S 36X SIDE KICK 36T SIDE KICK SIDE KICK SIDE KICK 48 X SIDE KICK 48 X SIDE KICK 48XHDTR DISP LA Y T 36T S T SID E K I C K 36XHD T SID E K I C K SID E K I C K SID E K I C K 48X BO T T L E WA T E R RE T U R N FR O N T S 36 B O T T L E DIS P L A Y FR O N T S 4WA Y_2S 36_12 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 3 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 4WA Y_2S 36_12 3 3 #6 UMBRELLA STROLLER DO U B L E S W DO U B L E SI D E K I C K SI D E K I C K W S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA CRIB DISPLAY PLATFORM SIDE KICK W SID E K I C K SID E K I C K SID E K I C K 48W DO U B L E D O U B L E D O U B L E W 5' - 6 " 1 8 / 7 8 H E A V Y DU T Y 1 / 2 G O N D O L A S W 48W DO U B L E OS 4 2 W W 18 " 2 4 " S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA HEF2478BR W W SIDE KICK S HEF2478BL S S 48 W 48XHD EF3084B 3 3 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 SID E K I C K 3 TR E N D P O D EF3084B 3 TR E N D P O D 4WAY_2S_19 4WAY_2S_19 3 TR E N D P O D EF3084B 3 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 EF3084B 3 TR E N D P O D 4WAY_2S_19 WORKSTATION 2 2 3 3 MI 4TIER TABLE WA4TABLE-EXTLEGS WHITE(A LL) 3 4TIER TABLE WA4 TABLE-EXTLEGS 4W A Y _ 2 S _ 1 9 4WAY_2S_19 4TIER TABLE WA4 TABLE- EXTLEGS 3 4WAY_2S_19 3 4WAY_2S_19 4TIER TABLE WA4TABLE- EXTLEGS LIGHT B OX E C 4WAY_2S_19 4WAY_2S_19 3 4TIER TABLE WA4 TABLE- EXTLEGS 4WAY_2S_19 MI 4WAY_2S_19 4WAY_2S_19 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY_2S_19 4WAY_2S_19 MANNEQUINDISPLAY FRONT 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 LIGHT B OX E C 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4- B A Y - S T A N D A R D W W S WINDOW 4WAY_2S_19 4W A Y _ 2 S _ 1 9 MI4WAY_2S_19 4TIER TABLE WA4 TABLE- EXTLEGSMI 4WAY_2S_19 4TIER TABLE WA4 TABLE- EXTLEGS 4WAY_2S_19 4WAY_2S_19 4W A Y _ 2 S _ 1 9 4 W A Y _ 2 S _ 1 9 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4TIER TABLE WA4 TABLE- EXTLEGS 4W A Y _ 2 S _ 1 9 4WAY_2S_19 4TIER TABLE WA4 TABLE-EXTLEGS GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH BL A C K R E S I N BE N C H E S P- 3 - 8 BLAC K RE SIN BEN CH ES EC- 2S BL ACK RESIN BEN CH ESEC- 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GALVANIZED FOLDING BENCH BLAC K RE SIN BEN CH ES EC- 2S BL A C K R E S I N BE N C H E S P- 3 - 8 ST A D I U M GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BL ACK RESIN BEN CH ESEC- 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 BLAC K RE SIN BEN CH ES EC- 2S BL ACK RESIN BEN CH ESEC- 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BLAC K RE SIN BEN CH ES EC- 2S BL A C K R E S I N BE N C H E S P- 3 - 8 GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BLAC K RE SIN BEN CH ES EC- 2SBLAC K RE SIN BEN CH ES EC- 2S BL ACK RESIN BEN CH ESEC- 2 S BLAC K RE SIN BEN CH ES EC- 2S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BL ACK RESIN BEN CH ESEC- 2 S BLAC K RE SIN BEN CH ES EC- 2S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BL ACK RESIN BEN CH ESEC- 2 S BLAC K RE SIN BEN CH ES EC- 2S GA L V A N I Z E D FO L D I N G BE N C H BLAC K RE SIN BEN CH ES EC- 2S BL ACK RESIN BEN CH ESEC- 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D I N G BE N C H GALV A N I Z E D FOL D I N GBENC H GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H BL ACK RESIN BEN CH ESEC- 2 S GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH BLAC K RE SIN BEN CH ES EC- 2S BL ACK RESIN BEN CH ESEC- 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BL ACK RESIN BEN CH ESEC- 2 S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BL ACK RESIN BEN CH ESEC- 2 S SECURITY CABINET 48T PEG PEG 48T SECURITY CABINET SE C U R I T Y CA B I N E T SE C U R I T Y CA B I N E T SE C U R I T Y CA B I N E T HV E SECURITY CABINET PEG 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4TIER TABLE WA4TABLE-EXTLEGS3 5' - 6 " 1 8 / 7 8 1/ 2 G O N D O L A S 3 3 4TIER TABLE WA4TABLE-EXTLEGS 4W A Y _ 2 S _ 1 9 4 W A Y _ 2 S _ 1 9 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 MI MI MI LIGHT B OX E C 3 4W A Y _ 2 S _ 1 9 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 S 4WAY_2S_194WAY_2S_19 4TIER TABLE WA4TABLE-EXTLEGS WHITE(A LL) 3 MANNEQUIN DISPLAY FRONT 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 22" T-SHIRTSP INNE R 22" T-SHIRTSP INNE R 22" T-SHIRTSP INNE R4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 4WAY_2S_19 GRO-0 0 5BK BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 SI D E K I C K 48XHD S 5'-6" 18/78 HEAVY DUTY 1/2 GONDOLA S 48W S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA W W W SID E K I C K S WW 4'x4' STAC K PLAS T I C DEP T . 4EVE N T W 48W W W W W W WWW SID E K I C K 48W 48XHD 48W W 48XHD SID E K I C K W W W 48 W SID E K I C K W W W 48 W W W W S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA 36 X HE F 1 8 7 8 B R SIDE KICK SIDE KICK EF 3 6 7 8 36 X SIDE KICK PR I V A C Y P A N E L S SIDE KICK RE A D IN G GLA S S E S TO W E R F RO NT 48"BENCH S S T A NCHION 14X 40 EF 3 6 7 8 B HE F 2 4 7 8 B R S T A NCHION 14X 40 S T A NCHION 14X 40 48"BENCH HE F 2 4 7 8 B L END C A P REA D I N G GLA S S ECH/W KIOSK SIDE KICK SIDE KICK SIDE KICK SIDE KICK 36 X 3 6 X 3 6 X DME RISER 36 X EF 3 6 7 8 B HE F 1 8 7 8 B L ST O O L S T O O L S T O O L S T O O L PH O T O K I O S K S - F D 48 " H I G H W A L L 48" HIGH WALL 48 " H I G H W A L L PC-137CC-RIGHT GO N D O L A PR O D U C E A LP W16 GO N D O L A PR O D U C E A LP LPP_EC_2T W/ SHELVES W16 W16 OB P 37 3 7 3 2 FR O N T BA GHOL DE R OBP 373732 FRONT W16 BA GHOL DE R BA GHOL DE R OBP 373732 FRONT OBP373732 FRONT W16 OBP373732 FRONT W16 GO N D O L A PR O D U C E A LP GO N D O L A PR O D U C E A LP W16 W16 PO T A T O CA R T PLACE O N G O N D O L A U P R I G H T PO T A T O CA R T GO N D O L A PR O D U C E A LP OBP373732 FRONT BACKROOM PALLET POSITION D94 GO N D O L A PR O D U C E A LP OBP 373732 FRONT W16 W16 W16W16 OBP373732 FRONT FR O N T BACKROOM PALLET POSITION D94 BACKROOM PALLET POSITION D94 PO T A T O CA R T PLAC E O N G O N D O L A U P R I G H T PO T A T O CA R T GO N D O L A PR O D U C E A LP B A GHOL D E R BACKROOM PALLET POSITION D94 FRONT POTATOPALLET OB P 37 3 7 3 2 FR O N T OBP 37 37 3 2 FRON T OBP 37 3 7 3 2 FRO N T OBP 37 37 3 2 FRON T OBP 37 37 3 2 FRON T BAG HOL D E R BACKROOM PALLET POSITION D94 BACKROOM PALLET POSITION D94 OBP 373732 FRONT FR O N T OBP 373732 FRONT OBP373732 FRONT OBP 373732 FRONT BA N A N A _ T B L 7 OBP373732 FRONT BA GHOL DE R OBP 373732 FRONT PO T A T O CA R T PLAC E O N G O N D O L A U P R I G H T PO T A T O CA R T GO N D O L A PR O D U C E A LP W16W16 GRO- 006 BK GO N D O L A PR O D U C E S L P BA GHOL DE R RB_2T _EC BACKROOM PALLET POSITION D94 BACKROOM PALLET POSITION D94 OBP 373732 FRONT GO N D O L A PR O D U C E S L P BACKROOM PALLET POSITION D94 OBP 373732 FRONT GRO- 007 BK OBP 373732 FRONT 48VHD SID E K I C K SID E K I C K SID E K I C K 48VHD SID E K I C K S S 36XHD TICKETSCAN EXP. PL A S T I C BA G RE C Y C L E BO X WHEELCHAIR WHEELCHAIR 48 " B E N C H 48 " B E N C H WAL - WM GRE E T FOR PLA CEM ENT ONLY RB PANEL FOR PLA CEM ENT ONLY WHDWHD WHDWHD 3 BE N C H IS L A N D E R SI D E K I C K SID E K I C K EF3084 BE N C H IS L A N D E R WHD WHDWHD WHD 3 EF3690 EF 3 0 8 4 3 WHD EF3084 WHDWHD 78" SHOE CARE EC WHD S SI D E K I C K 3 3 2 2 S 5' - 0 " 18 / 7 8 1 / 2 G O N D O L A SIDE KICK 48 X 4 8 X SIDE KICK SIDE KICK SIDE KICK 48 X SIDE KICK SIDE KICK 36 X SIDE KICK HEF2484B 36 X S HEF2484B SIDE KICK HEF2484B BA S K E T B A L L GO A L FI X T U R E S SIDE KICK S SIDE KICK 36 X Q Q 48 X H D 36 Q 3 6 Q 48 X H D S TAIN L ES S S TEEL S TAIN L ES S S TEEL 4 FT WORK STATION FRONT S T A I N L E S S S T E E L 2 FT W OR K S T A T IO N FRONT S TA IN LE S S S TE E L MGHBAITCOOLER GDM-12 SIDE KICK RE G I S T E R BA G S S T A I N L E S S S T E E L FR O N T S 36" AD A D E L I CUSTOM E R SIDE WEDGE CHICKEN WARMER 48XHDSID E K I C K S 4'-0"18/78 HD 1/2 GONDOLA SS 54XOS36" 18" PEG SID E K I C K SID E K I C K PEG S 36 X 3'x 4 ' ST A C K PL A S T I C BI K E 4'x 4 ' ST A C K PL A S T I C BI K E 4'x 4 ' ST A C K PL A S T I C BI K E PE G 36 X 36 X TR E N D P O D TREND POD 36 T PE G S SIDE KICK 36 X S OV E R H E A D B I K E DIS P L A Y 48 X H D PE G TR E N D P O D TREND POD 36 T PE G 6'- 2 " BIKE DISPLAY 32'- 2" 5'- 8 " 3-TIER SIDE KICK PE G 36T 12 F T H O M E E N T E R T A I N M E N T T A B L E 36T PEG WI R E L E S S K I O S K FR O N T PEG PEG PEG A A.3 B C D E F G H J 12345678910111.51.82.52.8 E.3 F.3 F.4 10.2 A A.3 B C D E F G H J 12345678910111.51.82.52.8 E.3 F.3 F.4 10.2 PROPOSED EGRESS DOOR PROPOSED SECURITY DOOR PROPOSED EGRESS DOOR INSTALL LOCKSET TO EXISTING DOOR INSTALL PUSH-TO-EXIT BUTTON AND ASSOCIATED HARDWARE (2) RELOCATED COAT CABINETS architecture +engineering 4886 W Pauline Whitaker Pkwy Suite 200 Rogers Arkansas 72758 Phone: 479.636.3545 Architect of Record William Douglas Hurley California License No. C 29987 ST I P U L A T I O N F O R R E U S E TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCK PR O T O : C: \ U s e r s \ b r e t t s i m o n \ D o c u m e n t s \ 0 2 5 1 7 _ S a n t a A n a _ C A _ E S S_ 1 3 4 _ A _ V 2 4 _ b r e t t . s i m o n X H X 7 4 . r v t SA N T A A N A , C A L I F O R N I A 11 . 2 5 . 2 0 2 4 HM JC 10.25.2024 11.25.2024 FLOOR PLANS A1.1 SA N T A A N A , C A L I F O R N I A ST O R E N O . 0 2 5 1 7 . 1 0 0 4 JO B N U M B E R : 2 0 2 4 . 0 3 3 1 13 5 36 0 0 W E S T M C F A D D E N A V E N U E 1 01.31.2025 PR #1 1/32" = 1'-0"1 EXISTING FLOOR PLAN 1/32" = 1'-0"2 PROPOSED FLOOR PLAN 1 3600 W McFadden Avenue4/16/2025 GR1 GR1 GR 1 G R 1 G R 1 G R 1 F O O O O F DD D D DD D D 8' 8 ' 8' 8 ' 8' 4' x 4 ' ST A C K PL A S T I C GR O C E R Y EV E N T 4'x4 ' STA C K PLA S T I C GRO C E R Y EVE N T 4' x 4 ' ST A C K PL A S T I C GR O C E R Y EV E N T 4'x4 ' STA C K PLA S T I C GRO C E R Y EVE N T BO T T L E WA T E R RE T U R N FR O N T 36 B O T T L E DI S P L A Y FR O N T 4'x4 ' STA C K PLA S T I C EVE N T BAG HOLDER OBP OBP 373732 FRONT OBP OBP 373732 FRONT SI D E K I C K 48VHD S S TICKETSCAN PL A S T I C BA G RE C Y C L E BO X WHEELCHAIR WHEELCHAIR WAL- WMGREET ONLY RB PANEL FOR PLACEMENT ONLY 8' 8 ' 8' 8 ' 8' 4' x 4 ' ST A C K PL A S T I C GR O C E R Y EV E N T 4'x4 ' STA C K PLA S T I C GRO C E R Y EVE N T 4' x 4 ' ST A C K PL A S T I C GR O C E R Y EV E N T 4'x4 ' STA C K PLA S T I C GRO C E R Y EVE N T BO T T L E WA T E R RE T U R N FR O N T 36 B O T T L E DI S P L A Y FR O N T 4'x4 ' STA C K PLA S T I C EVE N T BAG HOLDER OBP OBP 373732 FRONT OBP OBP 373732 FRONT SI D E K I C K 48VHD S S TICKETSCAN PL A S T I C BA G RE C Y C L E BO X WHEELCHAIR WHEELCHAIR WAL- WMGREET ONLY RB PANEL FOR PLACEMENT ONLY GR1 GR1 GR 1 G R 1 G R 1 G R 1 F O O O O F DD D D DD D D _______ VC1 2 A.3 B 23456 1.82.52.8 -- MEN WOMEN ALCOVE MCDONALD'S CASH COUNTING ST O R E MA N A G E R AL C O V E AP O F F I C E HA L L W A Y UP C / M E C H SITE TO STORE CUSTOMER SERVICE RETURN STORAGE ENTRY VESTIBULE 163B 163A DEMOLITION LEGEND EXISTING TO REMAIN DEMOLISH/REMOVE AREA TO BE DEMOLISHED RELOCATE _______ VC1 1 A.3 B 23456 1.82.52.8 MEN ALCOVE WOMEN MCDONALD'S ST O R E MA N A G E R AL C O V E COUNTING CASH SITE TO STORE AP O F F I C E HA L L W A Y UP C / M E C H CUSTOMER SERVICE RETURN STORAGE ENTRY VESTIBULE DEMO EXISTING PUSH AND PULL HARDWARE. PATCH AND REPAIR DOOR TO "LIKE NEW" CONDITIONS architecture +engineering 4886 W Pauline Whitaker Pkwy Suite 200 Rogers Arkansas 72758 Phone: 479.636.3545 Architect of Record William Douglas Hurley California License No. C 29987 ST I P U L A T I O N F O R R E U S E TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCK PR O T O : C: \ U s e r s \ h a r l e e m a r r o y \ D o c u m e n t s \ 0 2 5 1 7 _ S a n t a A n a _ C A _ ES S _ 1 3 4 _ A _ V 2 4 _ h a r l e e . m a r r o y . r v t SA N T A A N A , C A L I F O R N I A 11 . 2 5 . 2 0 2 4 HM JC 10.25.2024 11.25.2024 ENLARGED PLANS AND DETAILS A5 SA N T A A N A , C A L I F O R N I A ST O R E N O . 0 2 5 1 7 . 1 0 0 4 JO B N U M B E R : 2 0 2 4 . 0 3 3 1 13 5 36 0 0 W E S T M C F A D D E N A V E N U E 1/8" = 1'-0"2 FRONT TENANT WALL FLOOR PLAN SHEET NOTES 1. GENERAL CONTRACTOR SHALL COORIDNATE ALL WORK WITH WALMART CONSTRUCTION MANAGER AND WALMART STORE MANAGER. 2. DEMOLITION INCLUDES BUT IS NOT LIMITED TO ITEMS SHOWN DASHED. REF DEMOLITION REQUIREMENT NOTE ON C1 SHEET. 1/8" = 1'-0"1 FRONT TENANT WALL DEMOLITION PLAN 3600 W McFadden Avenue4/16/2025 21 2"2" 4" 2"2" 2" HOLLOW METALHOLLOW METAL FLUSH F HALF GLASS G 2' - 6 " 6 3/4"7" 3' - 4 1 / 2 " NARROW LITE N AF F M A X 3' - 7 " 1' - 8 " 6"5" DOOR SCHEDULE NOTES 1. ALARM OR EXIT DEVICE AS SPECIFIED 2. THRESHOLD 3. INSTALL CONT GEARED HINGE 4. DOOR AND DOOR FRAME SHALL BE OWNER FURNISHED, GC INSTALLED, REF SPECS 5. DOOR TO BE FACTORY FINISH, DO NOT PAINT 6. SIGNAGE: PROVIDE 1" HIGH LETTERS IN CONTRASTING COLORS TO BACKGROUND, TEXT TO READ "WHEN LIGHT IS FLASHING, ALARM WILL SOUND". 7. NOMINAL SIZE FOR HEIGHTS AND WIDTHS ARE DETERMINED BY THE PACKAGE HEIGHT AND WIDTH FROM DOOR VENDOR 8. CUSTOMER FACING PUSH-TO-EXIT DOOR LOCK RELEASE HARDWARE AND ACCESSORIES OWNER PROVIDED, GC INSTALLED, REF SPECS. 9. LATCH OR LOCK SET AS SPECIFIED 10. PUSH AND/OR PULL. GENERAL DOOR NOTES 1. ALL DOORS SCHEDULED AS NEW ARE TO RECEIVE COMPLETE NEW HARDWARE SETS AS LISTED IN SPECIFICATIONS. 2. INSTALL DRIP CAP AT ALL NEW EXTERIOR DOORS. 3. PAINT EXTERIOR DOOR TO MATCH ADJACENT WALL COLOR. IF THERE ARE TWO COLORS AT ADJACENT WALL, USE BOTTOM COLOR FOR ENTIRE DOOR AND FRAME. GENERAL FINISH NOTES 1. PAINT ALL METAL DOOR FRAMES VISIBLE TO CUSTOMER (EXCEPT DOORS IN CMU WALLS) WITH EPOXY PAINT. • PREP SURFACE TO BE PAINTED PER SPECIFICATIONS. 2. PAINT ALL HM DOORS P162 UNO. 3. PAINT ALL HM FRAMES LOCATED IN PAINTED WALLS P162 UNO. 4. AT ROOMS SCHEDULED TO RECEIVE PAINT: OMIT PAINT AT WALLS CONCEALED BY HALF-GONDOLAS, WALL STANDARDS OR WAREHOUSE RACKING WITH PEG-BOARD BACKING. • AT WALL STANDARDS, GONDOLAS AND WAREHOUSE RACKING WITHOUT PEG-BOARD BACKING, PAINT WALL TO BASE. 5. FOR PROTECTIVE WALL SURFACING WAINSCOT, INSTALL OUTSIDE CORNER TRIM, REFERENCE SPECIFICATIONS. 6. WHERE PROTECTIVE SURFACING WAINSCOT IS TO BE INSTALLED, REMOVE EXISTING LAMINATE AND/OR FINISHES TO BASE SUBSTRATE PRIOR TO INSTALLATION OF PROTECTIVE SURFACING OVER EXISTING IS NOT ACCEPTABLE. NO EXCEPTIONS. TYPICAL DISTANCE TO WALL AT HINGE SIDE ONLY UNO NO STOP AT CASED OPENING DOOR PARTITION, REF PLANS CONTINUOUS SEALANT, EACH SIDE. 6" VARIES DOUBLE STUDS AT JAMB AT NEW PARTITIONS FOR NEW HEADER DETAIL -REF 9 A8 NO STOP AT CASED OPENING DOOR CONTINUOUS SEALANT, EACH SIDE VARIES PARTITION, REF PLANS EXTERIOR THRESHOLD SET IN FULL BED MASTIC #10 MACHINE SCREWS WITH EXPANSION SHIELDS DOOR BOTTOM WEATHERSTRIPPING JAMB WEATHERSTRIPPING DOOR SHOE HOLLOW METAL DOOR INTERIOR CONT SEALANT AT ALL EDGES OF THRESHOLD DOORS AT FURRING CONDITION RETURN GYP BD TO DOOR JAMB MATCH EXISTING PARTITION TYPE GYP BD AND J MOLD SET IN CONSTRUCTION ADHESIVE DOOR AND FRAME REF DOOR SCHEDULE 4" x 4" x 1" STYROFOAM BLOCK, MASTIC IN PLACE AT 3'-3" AFF TO CENTER OF BLOCK, EXTERIOR DOORS ONLY CONT SEALANT EACH SIDE EXTERIOR WEATHERSTRIP CMU -REF PLAN AND ELEVATIONS VARIES 1"JAMB WITH GROUT FILL, REF STRUC GROUT FILL DRIP CAP AT EXTERIOR DOOR ONLY CONT BACKER ROD AND SEALANT BOTH SIDES HEAD WEATHERSTRIP DOOR AND FRAME REF DOOR SCHEDULE REF PLAN FOR INSWING DOOR LOCATION EXTERIOR FR A M E T Y P E RE F CONT SEALANT VARIES MASONRY LINTEL REF STRUC MATCH EXISTING PARTITION TYPE 1/2" GYP BD SET IN CONSTRUCTION ADHESIVE SE C T I O N A SECTION B DETAIL C DETAIL D UP TO 4'-0" UP TO 10'-0" OVER 10'-0" AND UP TO 14'-0" OVER 14'-0" AND UP TO 18'-0" OVER 18'-0" AND UP TO 20'-0" OVER 20'-0" AND UP TO 24'-0" (2) C3 5/8x1 1/4"x20 GA (2) C6x1 5/8"x18 GA (2) C8x1 5/8"x18 GA (2) C8x1 5/8"x16 GA (2) C10x1 5/8"x16 GA (2) C12x1 5/8"x16 GA (2) C3 5/8x20 GA (2) C6x18 GA (2) C6x18 GA (2) C6x16 GA (2) C6x16 GA (2) C6x16 GA HEADER LENGTH HEADER MEMBERS HEADER TRACKS INTERIOR NON-LOAD BEARING PARTITION HEADER SCHEDULE METAL STUD HEADER REF SCHED 16 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO JAMB METAL STUD JAMB REF SCHED METAL STUD REF PLANS AND SECTIONS 20 GA BOTTOM TRACK TOP TRACK REF SCHEDULE STUD HEADERS REF SCHEDULE FINISH AS INDICATED BOTTOM TRACK REF SCHEDULE #10 TEK SCREWS AT 16" OC VERTICAL HEADER ASSEMBLY REF SCHED 16 GA TRACK WITH (3) #10 TEK SCREWS EACH SIDE TO HEADER AND (6) #10 TEK SCREWS TO JAMB SECTION-BSECTION-A (1) #10 TEK SCREW AT EACH VERTICAL STUD DOUBLE METAL STUD AT JAMBS REF SCHED (2) #10 TEK SCREWS AT 24" OC VERTICAL 16 GA TRACK TO TOP OF HEADER JAMB STUDS (2) C3 5/8x1 1/4"x20 GA (2) C6x1 5/8"x18 GA (2) C6x1 5/8"x18 GA (2) C6x1 5/8"x16 GA (2) C6x1 5/8"x16 GA (2) C6x1 5/8"x16 GA FASTEN HEADER ASSEMBLY WITH (1) #10 TEK SCREW AT EACH FLANGE AND 12" OC FOR LENGTH OF HEADER NOTES: 1. MAX WALL HEIGHT ABOVE HEADER ASSEMBLY IS 14'-9" 2. SPLICING OF HEADER AND JAMB MEMBERS IS NOT PERMITTED 3. MAX SPAN FOR OPENINGS TO RECEIVE INFILL BELOW HEADER IS 19'-0" 4. JAMBS NOT TO DECK ARE TO BE BRACED IN ACCORDANCE WITH PARTITION BRACING DETAILS, 3 5/8" JAMBS BEYOND 13'-4" ARE TO BE BRACED ABOVE OPENING AND SUCH THAT MAXIMUM UNBRACED LENGTH IS NOT EXCEEDED 5. FRAMING MEMBERS ARE NOT SIZED FOR VERTICAL LOAD OTHER THAN THAT OF PORTION OF WALL ABOVE OPENING (2) #10 TEK SCREWS EACH SIDE AT JAMBS (1) #10 TEK SCREW EACH SIDE, SPACE AT 24" OC 16 GA DEEP LEG DEFLECTION TRACK, REF PARTITION DETAILS C6" x 1 5/8" x 18 GA EACH SIDE OF JAMB, FASTEN TO TRACK WITH (2) #10 TEK SCREWS EACH SIDE, DO NOT ATTACH TO JAMB (2) 0.145 DIA PAF'S AT 24" OC ATTACH TO SLAB WITH (2) 0.145 DIA PAF'S AT BASE OF JAMB (1) #10 TEK SCREW EACH FLANGE OF EACH STUD 20 GA CONT STUD TRACK DETAIL-C DETAIL-D VARIES CRIPPLE STUD CLEARANCE 1/4" -3/8" HEADER GYPSUM BOARD DEFLECTION TRACK METAL STUD JAMBS PARTITION FLOOR TRACK INSTALL CONTROL JOINT ON BOTH SIDES OF THE WALL LOCATE AT LATCH SIDE ONLY ON SINGLE DOORS ZINC CONTROL JOINT STRIP LVT/PVC/VCT FLOORING PLACE EDGE OF TILE BELOW DOOR 2"x1/8" ALUMINUM TRANSITION STRIP, T-4 THRESHOLD IN LIEU OF ALUMINUM TRANSITION AT FULL HEIGHT TRAFFIC DOORS FLAT HEAD COUNTER-SUNK ANCHORS AT 12" OC CONCRETE SLAB DOOR AND FRAME AS SCHEDULED BEVELED EDGE ONLY WHEN ADJACENT SURFACE IS UNFINISHED TRANSITION STRIP AT LVT / PVC / VCT FLOORING 1/ 2 " M A X 5/8" TYPE X GYPSUM BOARD 5/8" GAP 5/8" TYPE X GYPSUM BOARD B 1 5/8" DRYWALL SCREWS AT 24" OC VERTICAL GYPSUM BOARD CONTROL JOINT REF SPECIFICATIONS GYPSUM BOARD VERTICAL GYPSUM BOARD CONTROL JOINT REF SPECIFICATIONS A 1/2" 1/2" architecture +engineering 4886 W Pauline Whitaker Pkwy Suite 200 Rogers Arkansas 72758 Phone: 479.636.3545 Architect of Record William Douglas Hurley California License No. C 29987 ST I P U L A T I O N F O R R E U S E TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCK PR O T O : C: \ U s e r s \ h a r l e e m a r r o y \ D o c u m e n t s \ 0 2 5 1 7 _ S a n t a A n a _ C A _ ES S _ 1 3 4 _ A _ V 2 4 _ h a r l e e . m a r r o y . r v t SA N T A A N A , C A L I F O R N I A 11 . 2 5 . 2 0 2 4 HM JC 10.25.2024 11.25.2024 DOOR SCHEDULE AND FINISHES A8 SA N T A A N A , C A L I F O R N I A ST O R E N O . 0 2 5 1 7 . 1 0 0 4 JO B N U M B E R : 2 0 2 4 . 0 3 3 1 13 5 36 0 0 W E S T M C F A D D E N A V E N U E 3/16" = 1'-0"2 FRAME TYPES 3/16" = 1'-0"1 DOOR TYPES DOOR AND FRAME SCHEDULE DETAIL REFERENCES ARE TO SHEET A8 UNO, REF SPECS FOR DOOR HARDWARE MARK ROOM NAME DOOR FRAME DETAIL FIRE RATING (MIN)NOTES MARK NEW/ ETR TYPE MATERIAL QTY NOMINAL SIZE GLASS NEW/ ETR TYPE MATERIAL HEAD JAMB THRESHOLDWIDTH HEIGHT 151E BREAKROOM NEW F HDPE 1 3' - 0" 7' - 0" --- NEW 1 HM-STL 4 3 5 --- 1, 3, 4, 5 151E 163A SITE TO STORE ETR N HM-STL 1 3' - 0" 7' - 0" TEMPERED ETR 1 HM-STL --- --- --- --- 9 163A 163B SITE TO STORE ETR N HM-STL 1 3' - 0" 7' - 0" TEMPERED ETR 1 HM-STL --- --- --- --- 9 163B 604B CUSTOMER SERVICE ETR G HM-STL 1 3' - 0" 7' - 0" TEMPERED ETR 2 HM-STL --- --- --- --- 8 604B 700A VISION CENTER NEW F HM-STL 1 3' - 0" 7' - 0" --- NEW 2 HM-STL 8 7 6 --- 1, 2, 4 700A 1 1/2" = 1'-0"3 JAMB 1 1/2" = 1'-0"4 HEAD TEMP TEMPERED HM-STL HOLLOW METAL - STEEL HDPE RECYCLED HDPE (PLASTIC) ALUM ALUMINUM MARK DESCRIPTION MATERIAL KEY 3" = 1'-0"6 THRESHOLD 1 1/2" = 1'-0"7 JAMB 1 1/2" = 1'-0"8 HEAD REF SPECS FOR EXACT COLORS REQUIRED FINISH KEY MARK FINISH COLOR DESCRIPTION EC EXPOSED CONCRETE CLEAR SEALER ETR EXISTING TO REMAIN LVT1 PLANK FLOORING DARK WOODGRAIN LVT 2 PLANK FLOORING LIGHT GRAY P162 PAINT "PEPPERCORN" #7674 PVC1 PVC PLANK FLOORING WOODGRAIN VCT9 VINYL COMPOSITION TILE WHITE 12"x12"x1/8" 1 1/2" = 1'-0"9 HEADER CONNECTION DETAIL 12" = 1'-0"10 CONTROL JOINT AT DOOR JAMB 12" = 1'-0"5 TRANSITION STRIP 1 1/2" = 1'-0"11 GYPSUM BOARD CONTROL JOINT 3600 W McFadden Avenue4/16/2025 F DD X F F P P P P P P P P P P G 2 - AC 1 F 91011 E.3 F.3 F.4 10.2 9" 10.46 604B LUBE AND TIRE MOUNTING AREA CUSTOMER SERVICE STORAGE TOILET SECURITY OFFICE WAITING AREA MECHANICAL STORAGE INSTALL NEW HARDWARE RELEASE, SIGN, AND HORN AT AUTO CENTER CUSTOMER SERVICE DOOR, REF SPECIFICATIONS EAS PEDESTAL PUSH TO EXIT BUTTON AND COVER SIGN HORN CL DEVICES AND SIGN 3' - 2 " 3' - 5 " 4' - 0 " architecture +engineering 4886 W Pauline Whitaker Pkwy Suite 200 Rogers Arkansas 72758 Phone: 479.636.3545 Architect of Record William Douglas Hurley California License No. C 29987 ST I P U L A T I O N F O R R E U S E TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCK PR O T O : C: \ U s e r s \ h a r l e e m a r r o y \ D o c u m e n t s \ 0 2 5 1 7 _ S a n t a A n a _ C A _ ES S _ 1 3 4 _ A _ V 2 4 _ h a r l e e . m a r r o y . r v t SA N T A A N A , C A L I F O R N I A 11 . 2 5 . 2 0 2 4 HM JC 10.25.2024 11.25.2024 AUTO CENTER PLANS AND DETAILS AC1 SA N T A A N A , C A L I F O R N I A ST O R E N O . 0 2 5 1 7 . 1 0 0 4 JO B N U M B E R : 2 0 2 4 . 0 3 3 1 13 5 36 0 0 W E S T M C F A D D E N A V E N U E 3/16" = 1'-0"1 ENLARGED AUTO CENTER PLAN 1/4" = 1'-0"2 AUTO CENTER DOOR ELEVATION KEYNOTES 10.46 INSTALL PUSH-TO-EXIT BUTTON AND ASSOCIATED HARDWARE. REF A8 AND SPECS. SHEET NOTES 1. GENERAL CONTRACTOR SHALL COORIDNATE ALL WORK WITH WALMART CONSTRUCTION MANAGER AND WALMART STORE MANAGER. 3600 W McFadden Avenue4/16/2025 S SSS S SSS DURING NON-WORKING HOURS, CONTRACTOR TO ENSURE BOTH SIDES OF NEW DOOR OPENING TO BE SECURED WITH PLYWOOD OR SIMILAR ALTERNATVE, PROVIDE A FULLY CLOSED CONDITION AND NOT ACCESSIBLE TO THE PUBLIC / EMPLOYEES. ADJUST EXISTING CEILING GRID AS REQUIRED AT LOCATIONS OF NEW OPENINGS. PATCH AND REPAIR ADJACENT WALLS, WALL BASE AND FLOORING AS DISTURBED BY NEW DOOR INSTALLATION TO MATCH ADJACENT EXISTING FINISHES. FIELD VERIFY EXISTING FLOORING; PROVIDE TRANSITION STRIP AS REQUIRED GC TO FIELD VERIFY MEASUREMENT FOR DOORS SO THAT FIXTURES GO IN PLACE PER PLAN H 9 - - -- - - - 8'-7 1/2" BREAKROOM PERSONNEL TRAINING 151E RELOCATED COAT CABINETS DEMOLITION LEGEND EXISTING TO REMAIN DEMOLISH/REMOVE AREA TO BE DEMOLISHED RELOCATE REMOVE PORTION OF EXISTING WALL AS REQUIRED FOR NEW OPENING EXISTING FIXTURES TO REMAIN, TYP H 9 EXISTING REFRIGERATORS AND FREEZER TO REMAIN, TYP BREAKROOM PERSONNEL TRAINING REMOVE MERCHANDISE FIXTURE FOR NEW DOOR OPENING. PATCH AND REPAIR FLOORING AS REQUIRED RELOCATE EXISTING COAT CABINETS architecture +engineering 4886 W Pauline Whitaker Pkwy Suite 200 Rogers Arkansas 72758 Phone: 479.636.3545 Architect of Record William Douglas Hurley California License No. C 29987 ST I P U L A T I O N F O R R E U S E TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCK PR O T O : C: \ U s e r s \ h a r l e e m a r r o y \ D o c u m e n t s \ 0 2 5 1 7 _ S a n t a A n a _ C A _ ES S _ 1 3 4 _ A _ V 2 4 _ h a r l e e . m a r r o y . r v t SA N T A A N A , C A L I F O R N I A 11 . 2 5 . 2 0 2 4 HM JC 10.25.2024 11.25.2024 BREAKROOM PLANS BR1 SA N T A A N A , C A L I F O R N I A ST O R E N O . 0 2 5 1 7 . 1 0 0 4 JO B N U M B E R : 2 0 2 4 . 0 3 3 1 13 5 36 0 0 W E S T M C F A D D E N A V E N U E 3/16" = 1'-0"2 BREAKROOM PLAN SHEET NOTES 1. REPAIR BOLT HOLES AND SPALLS RESULTING FROM MERCHANDISE FIXTURE AND/OR STRORAGE RACK RELOCATION OR REMOVAL, REF. SPECS. A. FILL ALL BOLT HOLES AND SPALLS RESULTING FROM FIXTURE AND/OR STORAGE RACK RELOCATION OR REMOVAL IN NON-CUSTOMER ACCESSIBLE AREAS WITH NON SHRINK GROUT. 2. GENERAL CONTRACTOR SHALL COORIDNATE ALL WORK WITH WALMART CONSTRUCTION MANAGER AND WALMART STORE MANAGER. EQUIPMENT NOTES 1. FINISHES FOR OWNER SUPPLIED EQUIPMENT ARE SPECIFIED PER BID ALIGNMENT BETWEEN OWNER AND OEM. 3/16" = 1'-0"1 BREAKROOM DEMOLITION PLAN 3600 W McFadden Avenue4/16/2025 GR D 1 G R D 1 G R D 1 GR D 1 B B B B B B E E E E E E E E E E E E E E E E E E E E UUUUUUUU BBBBA B B B B B B1 RX B1CCCCA2BBB C XL C XL B B A A A A AAA A A A A HA Z XS HA Z XS B XL BADBADBADBADBADG GR1 GR1 GR 1 G R 1 BAD F DD X F F P P P P P P P P P P G C UU B B1 B1 B1 B1 B GR 1 G R 1 F BBBB BBBBAD O O O O F DD D D DD D D B XS B XS B XS RX XS RX XS RX XS RX XS RX XS C XL B1 X B1 X B1 X B1 X C XL B B B A2 A A A A B1 B B B B BB B B B B B BB B B B B B B B B D D D D D OGP2 D8 OGP2 D8 OG P 5 D8 OG P 5 D8 OG P 5 D8 OG P 5 D8 OG P 5 D8 OG P 5 D6 OG P 5 D8 OG P 5 D8 OG P 5 D6 OG P 2 D8 OG P 2 D8 OG P 2 D8 OG P 2 D8 OG P 2 D6 OG P 2 D8 OG P 2 D8 OG P 2 D8 OG P 2 N6 OG P 2 N8 OG P 2 N8 OG P 2 N8 D DD D B D D D D B XS B XS B XS B XS BA D B B B B B B B B B B B B B B B B B FBFBB FB 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 2223242526272829 TBTG BABY MISSYACTIVE SEASONALPLUSJUNIORS TOPSSEASONALBOTTOMS ACTIVE 3 33 3 MI 6' - 0 " 2 4 / 9 0 HD 1 / 2 G O N D O L A DE C 7 2 7 8 3 6 40" 72 " SO L I D P A N E L GRO-011WM S BLK 36T THIS FIXTURE IS FOR ORDERING PURPOSES ONLY. PLACEMENT SHOULD BE DETERMINED BY THE STORE. FRONT BATTERY FLOW-THRU RACK S 48 X H D 4 8 X H D 4 8 X H D SIDE KICK KE Y MA C H I N E S S S SIDE KICK USED BATTERY RACK SIDE KICK 36T T SIDE KICK SI D E K I C K SIDE KICK 48 X 48X S 4' - 0 " 3 6 / 7 8 HD 1 / 2 G O N D O L A PI L L O W BI N 60 X O S 36 " 24 " SIDE KICK S 5' - 0 " 18 / 7 8 1 / 2 G O N D O L A SIDE KICK SIDE KICK SIDE KICK S 36X F2 4 PEG SPEC BASE F2 4 EF 2 4 7 8 B F2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 4WAY_2 S_1 6 4TIER TABLE WA4 TABLE- EXTLEGS 4W A Y _ 2 S _ 1 6 4 W A Y _ 2 S _ 1 6 4TIER TABLE WA4 TABLE- EXTLEGS 22" T-S HI RTSP I NNE R 4WAY_2 S_1 6 3 4TIER TABLE WA4 TABLE- EXTLEGS 4WAY_2 S_1 6 4WAY_2 S_1 64WAY_2 S_1 6 4WAY_2 S_1 6 SI D E K I C K SID E K I C K SO C K SO C K 22" T-S HI RTSP I NNE R MI SIDE KICK 4WAY_2 S_1 6 4WAY_2 S_1 6 4W A Y _ 2 S _ 1 6 4TIER TABLE WA4 TABLE- EXTLEGS 4TIER TABLE WA4 TABLE- EXTLEGS 22" T-S HI RTSP I NNE R 4TIER TABLE WA4 TABLE- EXTLEGS 4WAY_2 S_1 6 SIDE STACK GRO-011 WM SIDE STACK SIDE STACK SIDE STACK SIDE STACK SIDE STACK DE C 7 2 7 8 3 6 40" 72 " SO L I D P A N E L SI D E K I C K GRO-005BK HA L L M A R K SI D E K I C K SID E K I C K PEG PEG 48XHD HE F 2 4 8 4 B SI D E K I C K SID E K I C K 36X PEG PEG SI D E K I C K S 48XHDS 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA SI D E K I C K 48XHD SI D E K I C K SIDE KICK SIDE KICK 48X SI D E K I C K SIDE KICK 48X SDLBAGBLACK SDLBAGBLACK SI D E K I C K SIDE KICK SI D E K I C K 48 X SI D E K I C K 48X 48S SI D E K I C K 48 X SI D E K I C K SIDE KICK DEC367836 36" 40 " 1-16S,1-22S HEF1860BL SIDE KICK EF3678 36 X SIDE KICK SIDE KICK SIDE KICK SIDE KICK SIDE KICK CO-24X48 SCAN-MBLU-LH BA G S OUTLYING 24 X SIDE KICK EF3678 HEF1860BR EF 3 6 7 8 36 X DE C 3 6 7 8 3 6 36 " 40" 1- 1 6 S , 1 - 2 2 S 36 X EF3678 36 X HAL F G O N D O L A 4 8 I N C H M P C S NC R R 5 L E F T 2 B A G MO D U L A R PO W E R NC R R 5 L E F T 2 B A G MO D U L A R PO W E R NC R R 5 L E F T 2 B A G MO D U L A R PO W E R LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H GD M 4 1 S L 5 4 GU M / M I N T 54 " GU M / M I N T 54 " GDM 6_36 SSTOP SCO P A N E L 4 8 I N C H BAG 1 NC R C A R D O N L Y LE F T G R A Y GU M / M I N T 54 " GU M / M I N T 54 " 8' 8 ' 36S30" SHELV ES SID E K I C K SI D E K I C K GU M / M I N T 54 " SIDE KICK SI D E K I C K 36S30" SHELV ES SID E K I C K SI D E K I C K NC R R 5 R I G H T BAG 1 MO D U L A R PO W E R S S S S S SCO P A N E L 4 8 I N C H M P C S T A R T E R S C O P A N E L 1 5 I N C H M P C GD M 4 1 S L 5 4 LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H 8' 8 ' S 8' 8' 8' HAL F G O N D O L A 4 8 I N C H M P C H A L F G O N D O L A 4 8 I N C H M P C H A L F G O N D O L A 4 8 I N C H M P C NC R R 5 R I G H T BAG 1 MO D U L A R PO W E R SCO P A N E L 4 8 I N C H S C O P A N E L 4 8 I N C H NC R R 5 R I G H T BAG 1 MO D U L A R PO W E R SCO P A N E L 4 8 I N C H M P C S C O P A N E L 4 8 I N C H M P C GRO-005BK GD M 4 1 S L 5 4 LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H SCO PANEL 15 INCH SCO PANEL 1 5 INCHS LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H S GD M 4 1 S L 4 8 GD M 4 1 S L 5 4 SCO P A N E L 4 8 I N C H S T A R T E R LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H CO - B E L T E D - M B L U - L H BE L T E D SA P # 10 0 5 1 6 1 0 9 OUTLYING SA P # 10 0 5 1 6 1 1 0 OUTLYING GD M 4 1 S L 4 8 36S 30" SHELV ES SI D E K I C K SI D E K I C K 36S 30" SHELV ES SI D E K I C K SI D E K I C K SCO P A N E L 4 8 I N C H M P C GD M 4 1 S L 4 8 BA G S B A G S BA G S LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H GU M / M I N T 54 " BA G S S36S30" SHELV ES SID E K I C K SI D E K I C K BAG 1 NC R C A R D O N L Y LE F T G R A Y LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D BA G S 24 R CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D S GD M 4 1 S L 4 8 SCO P A N E L 4 8 I N C H S C O P A N E L 4 8 I N C H S C O P A N E L 4 8 I N C H ST A R T E R 36S 30" SHELV ES SI D E K I C K SI D E K I C K S BA G S LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H CO - B E L T E D - M B L U - L H BE L T E D BAG 1 NC R C A R D O N L Y LE F T G R A Y S SCO P A N E L 4 8 I N C H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H BA G S SI D E K I C K 36S 30" SHELV ES SID E K I C K SI D E K I C K GD M 4 1 S L 5 4 24 R GD M 4 1 S L 4 8 SCO P A N E L 4 8 I N C H S C O P A N E L 4 8 I N C H GD M 4 1 S L 5 4 GD M 4 1 S L 5 4 GD M 4 1 S L 5 4 36S30" SHELV ES SID E K I C K SI D E K I C K GDM 6_36 SSTOP GU M / M I N T 54 " GU M / M I N T 54 " S SCO PANEL 1 5 INCH SIDE KICK BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 SIDE KICK 48 X SIDE KICK SIDE KICK 48 X SI D E K I C K GRO-011WM 48 X G R 24 " E C 24 " E C GRO-005BK 4' x 4 ' ST A C K PL A S T I C GR O C E R Y EV E N T S 6' - 0 " 2 4 / 7 8 HD 1 / 2 G O N D O L A 4'x4 ' STA C K PLA S T I C GROCER Y EVENT 4' x 4 ' ST A C K PL A S T I C GR O C E R Y EV E N T 48 X G R 24 " E C 24 " E C SDLBAGBLACK GRO-011WM GRO-005BK GRO-011 WM S SDLBAGBLACK GRO-011WM SDLBAGBLACK SDLBAGBLACK 4'x4 ' STA C K PLA S T I C GROCER Y EVENT GRO-011 WM SI D E K I C K GRO-011 WM 48 X G R 24 " E C 24 " E C GRO-011 WM GRO-011 WM SI D E K I C K 44 W S SDLBAGBLACK GRO-011WM 48XHD 6' - 0 " 2 4 / 9 0 HD 1 / 2 G O N D O L A W 6F T D S D S O D A E C W W W 48XHD48XHD S SI D E K I C K W S 44 W WW SI D E K I C K 6F T D S D S O D A E C W WWWWWW S S 12 F T H O M E E N T E R T A I N M E N T T A B L E PEG Register Register PEG 48T PEG 48T F2 4 F2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 PEG PEG PEG 48T F2 4 F 2 4 EF4890 EF 3 0 8 4 48T PEG S 48XHD S 12 F T H O M E E N T E R T A I N M E N T T A B L E SI D E K I C K SID E K I C K PEG PEG SI D E K I C K S 4'-0"18/78 HD 1/2 GONDOLA 48XHD 4- S ME T 4 3 5 C MET435EC MET435EC 4- S 4 - S 4 - S 4 - S 4-S4-S 4-S4-S MINI PIE 4-S4-S4-S 4- S 4 - S ME T 4 3 5 C MET435EC MET435EC 4- S NO V E L T Y I C E C R E A M BACKROOM PALLET POSITION D91 BACKROOM PALLET POSITION D91 BACKROOM PALLET POSITION D91 BACKROOM PALLET POSITION D91 BACKROOM PALLET POSITION D91 60 X O S 36 " 2 4 " SIDE KICK S 5' - 0 " 18 / 7 8 1 / 2 G O N D O L A SIDE KICK CO - M O B I L E - CA B I N E T - M B L U S 48XHD GA L V A N I Z E D W 10 2 " B E A M S GA L V A N I Z E D W 10 2 " B E A M S 44W GA L V A N I Z E D 10 2 " B E A M S GALVANIZED W 102" BEAMS 4' x 4 ' GO O D S LI V E DE P T 1 6 AR E A 4'x 4 ' GO O D S LI V E DE P T 1 6 AR E A 4' x 4 ' GO O D S LI V E DE P T 1 6 AR E A S 48XHD GA L V A N I Z E D W 10 2 " B E A M S SI D E K I C K SID E K I C K SID E K I C K GALVANIZED W 102" BEAMS GALVANIZED W 102" BEAMS GALVANIZED W 102" BEAMS44 W GALVANIZED102" BEAMS SI D E K I C K CO - M O B I L E - CA B I N E T - M B L U SI D E K I C K 4' x 4 ' GO O D S LI V E DE P T 1 6 AR E A 48XHD GALVANIZED W 102" BEAMS GALVANIZED W 102" BEAMS 4' x 4 ' GO O D S LI V E DE P T 1 6 AR E A 4'x4' GOODS LIVE DEPT 16 AREA 4'x4' GOODS LIVE DEPT 16 AREA SID E K I C K 22" T-S HI RTSP I NNE R 22" T-S HI RTSP I NNE R 4WAY_2 S_1 6 4WAY_2 S_1 6 4W A Y _ 2 S _ 1 6 4WAY_2 S_1 6 4WAY_2 S_1 6 4WAY_2 S_1 6 4W A Y _ 2 S _ 1 6 4 W A Y _ 2 S _ 1 6 4WAY_2 S_1 6 3 4WAY_2 S_1 6 4TIER TABLE WA4 TABLE- EXTLEGS 4W A Y _ 2 S _ 1 6 4TIER TABLE WA4 TABLE- EXTLEGS 3 4TIER TABLE WA4 TABLE-EXTLEGS MI 3 4WAY_2 S_1 6 4WAY_2 S_1 64WAY_2 S_1 6 4WAY_2 S_1 6 4WAY_2 S_1 6 4WAY_2 S_1 6 SIDE KICK 4WAY_2 S_1 6 ACC 36 WA33 4TIER TABLE WA4 TABLE-EXTLEGS 22" T-S HI RTSP I NNE R 36 X SIDE KICK SIDE KICK SIDE KICK 48 X SIDE KICK 36 X 3 6 X SIDE KICK S DE C 3 6 7 8 3 6 36 " 40" 1- 1 6 S , 1 - 2 2 S 36X SIDE KICK 36T SIDE KICK SIDE KICK SIDE KICK 48 X SIDE KICK 48 X SIDE KICK 48XHDTR DI SPL AY T 36T S T SI D E K I C K 36XHD T SI D E K I C K SI D E K I C K SI D E K I C K 48X BO T T L E WA T E R RE T U R N FR O N T S 36 B O T T L E DI S P L A Y FR O N T S 4WAY _ 2S 3 6_ 1 2 4TIER TABLE WA4 TABLE- EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 3 4TIER TABLE WA4 TABLE- EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE- EXTLEGS 4TIER TABLE WA4 TABLE- EXTLEGS 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 3 3 #6 UMBRELLA STROLLER DO U B L E S W DO U B L E SI D E K I C K SI D E K I C K W S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA CRIB DISPLAY PLATFORM SIDE KICK W SID E K I C K SI D E K I C K SI D E K I C K 48W DO U B L E D O U B L E D O U B L E W 5' - 6 " 1 8 / 7 8 H E A V Y DU T Y 1 / 2 G O N D O L A S W 48W DO U B L E OS 4 2 W W 18 " 2 4 " S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA HEF2478BR W W SIDE KICK S HEF2478BL S S 48 W 48XHD EF3084B 3 3 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 SI D E K I C K 3 TR E N D P O D EF3084B 3 TR E N D P O D 4WAY_2 S_1 9 4WAY_2 S_1 9 3 TR E N D P O D EF3084B 3 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 EF3084B 3 TR E N D P O D 4WAY_2 S_1 9 WORKSTATION 2 2 3 3 MI 4TIER TABLE WA4 TABLE- EXTLEGS WHITE(ALL) 3 4TIER TABLE WA4 TABLE-EXTLEGS 4W A Y _ 2 S _ 1 9 4WAY_2 S_1 9 4TIER TABLE WA4 TABLE-EXTLEGS 3 4WAY_2 S_1 9 3 4WAY_2 S_1 9 4TIER TABLE WA4 TABLE-EXTLEGS LIGHT BOX EC 4WAY_2 S_1 9 4WAY_2 S_1 9 3 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY_2 S_1 9 MI 4WAY_2 S_1 9 4WAY_2 S_1 9 4TIER TABLE WA4 TABLE- EXTLEGS 4WAY_2 S_1 9 4WAY_2 S_1 9 MANNEQUIN DISPLAY FRONT 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 LIGHT BOX EC 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4- B A Y - S T A N D A R D W W S WINDOW 4WAY_2 S_1 9 4W A Y _ 2 S _ 1 9 MI4WAY_2 S_1 9 4TIER TABLE WA4 TABLE-EXTLEGSMI 4WAY_2 S_1 9 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY_2 S_1 9 4WAY_2 S_1 9 4W A Y _ 2 S _ 1 9 4 W A Y _ 2 S _ 1 9 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4TIER TABLE WA4 TABLE-EXTLEGS 4W A Y _ 2 S _ 1 9 4WAY_2 S_1 9 4TIER TABLE WA4 TABLE-EXTLEGS GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GALVANIZED FOLDING BENCH BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 ST A D I U M GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BLACK RESIN BENCHESEC-2SBLACK RESIN BENCHESEC-2S BLACK RESIN BENCHESEC-2S BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S BLACK RESIN BENCHESEC-2S GA L V A N I Z E D FO L D I N G BE N C H BLACK RESIN BENCHESEC-2S BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D I N G BE N C H GALVA N I Z E D FOL D I N G BEN C H GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H BLACK RESIN BENCHESEC-2S GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH BLACK RESIN BENCHESEC-2S BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S SECURITY CABINET 48T PEG PEG 48T SECURITY CABINET SE C U R I T Y CA B I N E T SE C U R I T Y CA B I N E T SE C U R I T Y CA B I N E T HV E SECURITY CABINET PEG 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4TIER TABLE WA4 TABLE- EXTLEGS3 5' - 6 " 1 8 / 7 8 1/ 2 G O N D O L A S 3 3 4TIER TABLE WA4 TABLE- EXTLEGS 4W A Y _ 2 S _ 1 9 4 W A Y _ 2 S _ 1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 MI MI MI LIGHT BOX EC 3 4W A Y _ 2 S _ 1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 S 4WAY_2 S_1 94WAY_2 S_1 9 4TIER TABLE WA4 TABLE-EXTLEGS WHITE(ALL) 3 MANNEQUINDISPLAY FRONT 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 22" T-S HI RTSP I NNE R 22" T-S HI RTSP I NNE R 22" T-S HI RTSP I NNE R4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 GRO-005BK BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 SID E K I C K 48XHD S 5'-6" 18/78 HEAVY DUTY 1/2 GONDOLA S 48W S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA W W W SI D E K I C K S WW 4'x4 ' STA C K PLA S T I C DEP T . 4EVENT W 48W W W W W W WWW SI D E K I C K 48W 48XHD 48W W 48XHD SI D E K I C K W W W 48 W SI D E K I C K W W W 48 W W W W S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA 36 X HE F 1 8 7 8 B R SIDE KICK SIDE KICK EF 3 6 7 8 36 X SIDE KICK PR I V A C Y PA N E L S SIDE KICK READING GL ASSES TOWER FRONT 48"BENCH S STANCHION 14X 40 EF 3 6 7 8 B HE F 2 4 7 8 B R STANCHION 14X 40 STANCHION 14X 40 48"BENCH HE F 2 4 7 8 B L EN D C A P RE A D I N G GLA S S ECH/W KIOSK SIDE KICK SIDE KICK SIDE KICK SIDE KICK 36 X 3 6 X 3 6 X DME RISER 36 X EF 3 6 7 8 B HE F 1 8 7 8 B L ST O O L S T O O L ST O O L S T O O L PH O T O K I O S K S - F D 48 " H I G H W A L L 48" HIGH WALL 48 " H I G H W A L L PC-137CC-RIGHT PRINTER DL FRONT WI D E F O R M A T PR I N T E R FR O N T PH O T O S P CO L O R PH A S E R PH O T O W O R K S T A T I O N GO N D O L A PR O D U C E A LP W16 GO N D O L A PR O D U C E A LP LPP_EC_2T W/ SHELVES W16 W16 OB P 37 3 7 3 2 FR O N T BAGHOLDER OBP 373732 FRONT W16 BAGHOLDER BAGHOLDER OBP 373732 FRONT OBP 373732 FRONT W16 OBP 373732 FRONT W16 GO N D O L A PR O D U C E A LP GO N D O L A PR O D U C E A LP W16 W16 PO T A T O CA R T P LA C E O N G O N D O L A U P R I G H T PO T A T O CA R T GO N D O L A PR O D U C E A LP OBP 373732 FRONT BACKROOM PALLET POSITION D94 GO N D O L A PR O D U C E A LP OBP 373732 FRONT W16 W16 W16W16 OBP 373732 FRONT FR O N T BACKROOM PALLET POSITION D94 BACKROOM PALLET POSITION D94 PO T A T O CA R T P LA C E O N G O N D O L A U P R I G H T PO T A T O CA R T GO N D O L A PR O D U C E A LP BA G HO L D E R BACKROOM PALLET POSITION D94 FRONT POTATOPALLET OB P 37 3 7 3 2 FR O N T OBP 373732 FRO NT OBP 373732 FRO NT OBP 373732 FRONT OBP 373732 FRONT BAG HOLDER BACKROOM PALLET POSITION D94 BACKROOM PALLET POSITION D94 OBP 373732 FRONT FR O N T OBP 373732 FRONT OBP 373732 FRONT OBP 373732 FRONT BA N A N A _ T B L 7 OBP 373732 FRONT BAGHOLDER OBP 373732 FRONT PO T A T O CA R T P LA C E O N G O N D O L A U P R I G H T PO T A T O CA R T GO N D O L A PR O D U C E A LP W16W16 GRO-006BK GO N D O L A PR O D U C E S L P BAGHOLDER RB_2T_EC BACKROOM PALLET POSITION D94 BACKROOM PALLET POSITION D94 OBP 373732 FRONT GO N D O L A PR O D U C E S L P BACKROOM PALLET POSITION D94 OBP 373732 FRONT GRO-007BK OBP 373732 FRONT 48VHD SID E K I C K SI D E K I C K SID E K I C K 48VHD SI D E K I C K S S 36XHD TICKETSCAN PL A S T I C BA G RE C Y C L E BO X WHEELCHAIR WHEELCHAIR 48 " B E N C H 48 " B E N C H WAL- WMGREET FOR PLACEMENT ONLY RB PANEL FOR PLACEMENT ONLY WHDWHD WHDWHD 3 BE N C H IS L A N D E R SID E K I C K SI D E K I C K EF3084 BE N C H IS L A N D E R WHD WHDWHD WHD 3 EF3690 EF 3 0 8 4 3 WHD EF3084 WHDWHD 78" SHOE CARE EC WHD S SID E K I C K 3 3 2 2 S 5' - 0 " 18 / 7 8 1 / 2 G O N D O L A SIDE KICK 48 X 4 8 X SIDE KICK SIDE KICK SIDE KICK 48 X SIDE KICK SIDE KICK 36 X SIDE KICK HEF2484B 36 X S HEF2484B SIDE KICK HEF2484B BA S K E T B A L L GO A L FI X T U R E S SIDE KICK S SIDE KICK 36 X Q Q 48 X H D 36 Q 3 6 Q 48 X H D STAIN L E S S S T E EL STAI N L E S S S T E EL 4 FT WORK STATION FRONT STAINLESS STEEL 2 F T WO RK ST AT IO N FRONT ST AINL ES S ST EE L MGH BAIT COOLER GDM-12 SIDE KICK RE G I S T E R BA G S ST A I N L E S S S T E E L FR O N T S C US T O ME R SIDE CHICKEN WARMER 48XHDSI D E K I C K S 4'-0"18/78 HD 1/2 GONDOLA SS 54XOS36"18" PEG SI D E K I C K SI D E K I C K PEG S 36 X 3'x 4 ' ST A C K PL A S T I C BI K E 4'x 4 ' ST A C K PL A S T I C BI K E 4'x 4 ' ST A C K PL A S T I C BI K E PE G 36 X 36 X TR E N D P O D TREND POD 36 T PE G S SIDE KICK 36 X S OV E R H E A D B I K E DI S P L A Y 48 X H D PE G TR E N D P O D TREND POD 36 T PE G 6' - 2 " BIKE DISPLAY 32'- 2" 5' - 8 " 3-TIER SIDE KICK PE G 36T 12 F T H O M E E N T E R T A I N M E N T T A B L E 36T PEG WI R E L E S S K I O S K FR O N T PEG PEG PEG 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 2223242526272829 TBTG BABY MISSYACTIVE SEASONALPLUSJUNIORS TOPSSEASONALBOTTOMS ACTIVE 3 33 3 MI 6' - 0 " 2 4 / 9 0 HD 1 / 2 G O N D O L A DE C 7 2 7 8 3 6 40" 72 " SO L I D P A N E L GRO-011WM S BLK 36T THIS FIXTURE IS FOR ORDERING PURPOSES ONLY. PLACEMENT SHOULD BE DETERMINED BY THE STORE. FRONT BATTERY FLOW-THRU RACK S 48 X H D 4 8 X H D 4 8 X H D SIDE KICK KE Y MA C H I N E S S S SIDE KICK USED BATTERY RACK SIDE KICK 36T T SIDE KICK SI D E K I C K SIDE KICK 48 X 48X S 4' - 0 " 3 6 / 7 8 HD 1 / 2 G O N D O L A PI L L O W BI N 60 X O S 36 " 24 " SIDE KICK S 5' - 0 " 18 / 7 8 1 / 2 G O N D O L A SIDE KICK SIDE KICK SIDE KICK S 36X F2 4 PEG SPEC BASE F2 4 EF 2 4 7 8 B F2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 4WAY_2 S_1 6 4TIER TABLE WA4 TABLE- EXTLEGS 4W A Y _ 2 S _ 1 6 4 W A Y _ 2 S _ 1 6 4TIER TABLE WA4 TABLE- EXTLEGS 22" T-S HI RTSP I NNE R 4WAY_2 S_1 6 3 4TIER TABLE WA4 TABLE- EXTLEGS 4WAY_2 S_1 6 4WAY_2 S_1 64WAY_2 S_1 6 4WAY_2 S_1 6 SI D E K I C K SID E K I C K SO C K SO C K 22" T-S HI RTSP I NNE R MI SIDE KICK 4WAY_2 S_1 6 4WAY_2 S_1 6 4W A Y _ 2 S _ 1 6 4TIER TABLE WA4 TABLE- EXTLEGS 4TIER TABLE WA4 TABLE- EXTLEGS 22" T-S HI RTSP I NNE R 4TIER TABLE WA4 TABLE- EXTLEGS 4WAY_2 S_1 6 SIDE STACK GRO-011 WM SIDE STACK SIDE STACK SIDE STACK SIDE STACK SIDE STACK DE C 7 2 7 8 3 6 40" 72 " SO L I D P A N E L SI D E K I C K GRO-005BK HA L L M A R K SI D E K I C K SID E K I C K PEG PEG 48XHD HE F 2 4 8 4 B SI D E K I C K SID E K I C K 36X PEG PEG SI D E K I C K S 48XHDS 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA SI D E K I C K 48XHD SI D E K I C K SIDE KICK SIDE KICK 48X SI D E K I C K SIDE KICK 48X SDLBAGBLACK SDLBAGBLACK SI D E K I C K SIDE KICK SI D E K I C K 48 X SI D E K I C K 48X 48S SI D E K I C K 48 X SI D E K I C K SIDE KICK DEC367836 36" 40 " 1-16S,1-22S HEF1860BL SIDE KICK EF3678 36 X SIDE KICK SIDE KICK SIDE KICK SIDE KICK SIDE KICK CO-24X48 SCAN-MBLU-LH BA G S OUTLYING 24 X SIDE KICK EF3678 HEF1860BR EF 3 6 7 8 36 X DE C 3 6 7 8 3 6 36 " 40" 1- 1 6 S , 1 - 2 2 S 36 X EF3678 36 X HAL F G O N D O L A 4 8 I N C H M P C S NC R R 5 L E F T 2 B A G MO D U L A R PO W E R NC R R 5 L E F T 2 B A G MO D U L A R PO W E R NC R R 5 L E F T 2 B A G MO D U L A R PO W E R LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H GD M 4 1 S L 5 4 GU M / M I N T 54 " GU M / M I N T 54 " GDM 6_36 SSTOP SCO P A N E L 4 8 I N C H BAG 1 NC R C A R D O N L Y LE F T G R A Y GU M / M I N T 54 " GU M / M I N T 54 " 8' 8 ' 36S30" SHELV ES SID E K I C K SI D E K I C K GU M / M I N T 54 " SIDE KICK SI D E K I C K 36S30" SHELV ES SID E K I C K SI D E K I C K NC R R 5 R I G H T BAG 1 MO D U L A R PO W E R S S S S S SCO P A N E L 4 8 I N C H M P C S T A R T E R S C O P A N E L 1 5 I N C H M P C GD M 4 1 S L 5 4 LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H 8' 8 ' S 8' 8' 8' HAL F G O N D O L A 4 8 I N C H M P C H A L F G O N D O L A 4 8 I N C H M P C H A L F G O N D O L A 4 8 I N C H M P C NC R R 5 R I G H T BAG 1 MO D U L A R PO W E R SCO P A N E L 4 8 I N C H S C O P A N E L 4 8 I N C H NC R R 5 R I G H T BAG 1 MO D U L A R PO W E R SCO P A N E L 4 8 I N C H M P C S C O P A N E L 4 8 I N C H M P C GRO-005BK GD M 4 1 S L 5 4 LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H SCO PANEL 15 INCH SCO PANEL 1 5 INCHS LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H S GD M 4 1 S L 4 8 GD M 4 1 S L 5 4 SCO P A N E L 4 8 I N C H S T A R T E R LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H CO - B E L T E D - M B L U - L H BE L T E D SA P # 10 0 5 1 6 1 0 9 OUTLYING SA P # 10 0 5 1 6 1 1 0 OUTLYING GD M 4 1 S L 4 8 36S 30" SHELV ES SI D E K I C K SI D E K I C K 36S 30" SHELV ES SI D E K I C K SI D E K I C K SCO P A N E L 4 8 I N C H M P C GD M 4 1 S L 4 8 BA G S B A G S BA G S LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H GU M / M I N T 54 " BA G S S36S30" SHELV ES SID E K I C K SI D E K I C K BAG 1 NC R C A R D O N L Y LE F T G R A Y LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - L H CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D BA G S 24 R CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D CO - B E L T E D - M B L U - L H BE L T E D S GD M 4 1 S L 4 8 SCO P A N E L 4 8 I N C H S C O P A N E L 4 8 I N C H S C O P A N E L 4 8 I N C H ST A R T E R 36S 30" SHELV ES SI D E K I C K SI D E K I C K S BA G S LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H CO - B E L T E D - M B L U - L H BE L T E D BAG 1 NC R C A R D O N L Y LE F T G R A Y S SCO P A N E L 4 8 I N C H LG B A S K E T 5 F T ST R A I G H T - S H E L F GR A Y - R H BA G S SI D E K I C K 36S 30" SHELV ES SID E K I C K SI D E K I C K GD M 4 1 S L 5 4 24 R GD M 4 1 S L 4 8 SCO P A N E L 4 8 I N C H S C O P A N E L 4 8 I N C H GD M 4 1 S L 5 4 GD M 4 1 S L 5 4 GD M 4 1 S L 5 4 36S30" SHELV ES SID E K I C K SI D E K I C K GDM 6_36 SSTOP GU M / M I N T 54 " GU M / M I N T 54 " S SCO PANEL 1 5 INCH SIDE KICK BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 BACKROOM PALLET POSITION D90 SIDE KICK 48 X SIDE KICK SIDE KICK 48 X SI D E K I C K GRO-011WM 48 X G R 24 " E C 24 " E C GRO-005BK 4' x 4 ' ST A C K PL A S T I C GR O C E R Y EV E N T S 6' - 0 " 2 4 / 7 8 HD 1 / 2 G O N D O L A 4'x4 ' STA C K PLA S T I C GROCER Y EVENT 4' x 4 ' ST A C K PL A S T I C GR O C E R Y EV E N T 48 X G R 24 " E C 24 " E C SDLBAGBLACK GRO-011WM GRO-005BK GRO-011 WM S SDLBAGBLACK GRO-011WM SDLBAGBLACK SDLBAGBLACK 4'x4 ' STA C K PLA S T I C GROCER Y EVENT GRO-011 WM SI D E K I C K GRO-011 WM 48 X G R 24 " E C 24 " E C GRO-011 WM GRO-011 WM SI D E K I C K 44 W S SDLBAGBLACK GRO-011WM 48XHD 6' - 0 " 2 4 / 9 0 HD 1 / 2 G O N D O L A W 6F T D S D S O D A E C W W W 48XHD48XHD S SI D E K I C K W S 44 W WW SI D E K I C K 6F T D S D S O D A E C W WWWWWW S S 12 F T H O M E E N T E R T A I N M E N T T A B L E PEG Register Register PEG 48T PEG 48T F2 4 F2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 F 2 4 PEG PEG PEG 48T F2 4 F 2 4 EF4890 EF 3 0 8 4 48T PEG S 48XHD S 12 F T H O M E E N T E R T A I N M E N T T A B L E SI D E K I C K SID E K I C K PEG PEG SI D E K I C K S 4'-0"18/78 HD 1/2 GONDOLA 48XHD 4- S ME T 4 3 5 C MET435EC MET435EC 4- S 4 - S 4 - S 4 - S 4-S4-S 4-S4-S MINI PIE 4-S4-S4-S 4- S 4 - S ME T 4 3 5 C MET435EC MET435EC 4- S NO V E L T Y I C E C R E A M BACKROOM PALLET POSITION D91 BACKROOM PALLET POSITION D91 BACKROOM PALLET POSITION D91 BACKROOM PALLET POSITION D91 BACKROOM PALLET POSITION D91 60 X O S 36 " 2 4 " SIDE KICK S 5' - 0 " 18 / 7 8 1 / 2 G O N D O L A SIDE KICK CO - M O B I L E - CA B I N E T - M B L U S 48XHD GA L V A N I Z E D W 10 2 " B E A M S GA L V A N I Z E D W 10 2 " B E A M S 44W GA L V A N I Z E D 10 2 " B E A M S GALVANIZED W 102" BEAMS 4' x 4 ' GO O D S LI V E DE P T 1 6 AR E A 4'x 4 ' GO O D S LI V E DE P T 1 6 AR E A 4' x 4 ' GO O D S LI V E DE P T 1 6 AR E A S 48XHD GA L V A N I Z E D W 10 2 " B E A M S SI D E K I C K SID E K I C K SID E K I C K GALVANIZED W 102" BEAMS GALVANIZED W 102" BEAMS GALVANIZED W 102" BEAMS44 W GALVANIZED102" BEAMS SI D E K I C K CO - M O B I L E - CA B I N E T - M B L U SI D E K I C K 4' x 4 ' GO O D S LI V E DE P T 1 6 AR E A 48XHD GALVANIZED W 102" BEAMS GALVANIZED W 102" BEAMS 4' x 4 ' GO O D S LI V E DE P T 1 6 AR E A 4'x4' GOODS LIVE DEPT 16 AREA 4'x4' GOODS LIVE DEPT 16 AREA SID E K I C K 22" T-S HI RTSP I NNE R 22" T-S HI RTSP I NNE R 4WAY_2 S_1 6 4WAY_2 S_1 6 4W A Y _ 2 S _ 1 6 4WAY_2 S_1 6 4WAY_2 S_1 6 4WAY_2 S_1 6 4W A Y _ 2 S _ 1 6 4 W A Y _ 2 S _ 1 6 4WAY_2 S_1 6 3 4WAY_2 S_1 6 4TIER TABLE WA4 TABLE- EXTLEGS 4W A Y _ 2 S _ 1 6 4TIER TABLE WA4 TABLE- EXTLEGS 3 4TIER TABLE WA4 TABLE-EXTLEGS MI 3 4WAY_2 S_1 6 4WAY_2 S_1 64WAY_2 S_1 6 4WAY_2 S_1 6 4WAY_2 S_1 6 4WAY_2 S_1 6 SIDE KICK 4WAY_2 S_1 6 ACC 36 WA33 4TIER TABLE WA4 TABLE-EXTLEGS 22" T-S HI RTSP I NNE R 36 X SIDE KICK SIDE KICK SIDE KICK 48 X SIDE KICK 36 X 3 6 X SIDE KICK S DE C 3 6 7 8 3 6 36 " 40" 1- 1 6 S , 1 - 2 2 S 36X SIDE KICK 36T SIDE KICK SIDE KICK SIDE KICK 48 X SIDE KICK 48 X SIDE KICK 48XHDTR DI SPL AY T 36T S T SI D E K I C K 36XHD T SI D E K I C K SI D E K I C K SI D E K I C K 48X BO T T L E WA T E R RE T U R N FR O N T S 36 B O T T L E DI S P L A Y FR O N T S 4WAY _ 2S 3 6_ 1 2 4TIER TABLE WA4 TABLE- EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 3 4TIER TABLE WA4 TABLE- EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE-EXTLEGS 4TIER TABLE WA4 TABLE- EXTLEGS 4TIER TABLE WA4 TABLE- EXTLEGS 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 4WAY _ 2S 3 6_ 1 2 3 3 #6 UMBRELLA STROLLER DO U B L E S W DO U B L E SI D E K I C K SI D E K I C K W S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA CRIB DISPLAY PLATFORM SIDE KICK W SID E K I C K SI D E K I C K SI D E K I C K 48W DO U B L E D O U B L E D O U B L E W 5' - 6 " 1 8 / 7 8 H E A V Y DU T Y 1 / 2 G O N D O L A S W 48W DO U B L E OS 4 2 W W 18 " 2 4 " S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA HEF2478BR W W SIDE KICK S HEF2478BL S S 48 W 48XHD EF3084B 3 3 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 SI D E K I C K 3 TR E N D P O D EF3084B 3 TR E N D P O D 4WAY_2 S_1 9 4WAY_2 S_1 9 3 TR E N D P O D EF3084B 3 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 EF3084B 3 TR E N D P O D 4WAY_2 S_1 9 WORKSTATION 2 2 3 3 MI 4TIER TABLE WA4 TABLE- EXTLEGS WHITE(ALL) 3 4TIER TABLE WA4 TABLE-EXTLEGS 4W A Y _ 2 S _ 1 9 4WAY_2 S_1 9 4TIER TABLE WA4 TABLE-EXTLEGS 3 4WAY_2 S_1 9 3 4WAY_2 S_1 9 4TIER TABLE WA4 TABLE-EXTLEGS LIGHT BOX EC 4WAY_2 S_1 9 4WAY_2 S_1 9 3 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY_2 S_1 9 MI 4WAY_2 S_1 9 4WAY_2 S_1 9 4TIER TABLE WA4 TABLE- EXTLEGS 4WAY_2 S_1 9 4WAY_2 S_1 9 MANNEQUIN DISPLAY FRONT 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 LIGHT BOX EC 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4- B A Y - S T A N D A R D W W S WINDOW 4WAY_2 S_1 9 4W A Y _ 2 S _ 1 9 MI4WAY_2 S_1 9 4TIER TABLE WA4 TABLE-EXTLEGSMI 4WAY_2 S_1 9 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY_2 S_1 9 4WAY_2 S_1 9 4W A Y _ 2 S _ 1 9 4 W A Y _ 2 S _ 1 9 4TIER TABLE WA4 TABLE-EXTLEGS 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4TIER TABLE WA4 TABLE-EXTLEGS 4W A Y _ 2 S _ 1 9 4WAY_2 S_1 9 4TIER TABLE WA4 TABLE-EXTLEGS GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GALVANIZED FOLDING BENCH BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 ST A D I U M GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BLACK RESIN BENCHESEC-2SBLACK RESIN BENCHESEC-2S BLACK RESIN BENCHESEC-2S BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S BLACK RESIN BENCHESEC-2S GA L V A N I Z E D FO L D I N G BE N C H BLACK RESIN BENCHESEC-2S BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D I N G BE N C H GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D I N G BE N C H GALVA N I Z E D FOL D I N G BEN C H GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH GA L V A N I Z E D FO L D I N G BE N C H BLACK RESIN BENCHESEC-2S GALVANIZED FOLDING BENCH GALVANIZED FOLDING BENCH BLACK RESIN BENCHESEC-2S BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 GA L V A N I Z E D FO L D I N G BE N C H BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S BL A C K R E S I N BE N C H E S P- 3 - 8 BL A C K R E S I N BE N C H E S P- 3 - 8 BLACK RESIN BENCHESEC-2S SECURITY CABINET 48T PEG PEG 48T SECURITY CABINET SE C U R I T Y CA B I N E T SE C U R I T Y CA B I N E T SE C U R I T Y CA B I N E T HV E SECURITY CABINET PEG 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4TIER TABLE WA4 TABLE- EXTLEGS3 5' - 6 " 1 8 / 7 8 1/ 2 G O N D O L A S 3 3 4TIER TABLE WA4 TABLE- EXTLEGS 4W A Y _ 2 S _ 1 9 4 W A Y _ 2 S _ 1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 MI MI MI LIGHT BOX EC 3 4W A Y _ 2 S _ 1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 S 4WAY_2 S_1 94WAY_2 S_1 9 4TIER TABLE WA4 TABLE-EXTLEGS WHITE(ALL) 3 MANNEQUINDISPLAY FRONT 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 22" T-S HI RTSP I NNE R 22" T-S HI RTSP I NNE R 22" T-S HI RTSP I NNE R4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 4WAY_2 S_1 9 GRO-005BK BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 BACKROOM PALLET POSITION D93 SID E K I C K 48XHD S 5'-6" 18/78 HEAVY DUTY 1/2 GONDOLA S 48W S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA W W W SI D E K I C K S WW 4'x4 ' STA C K PLA S T I C DEP T . 4EVENT W 48W W W W W W WWW SI D E K I C K 48W 48XHD 48W W 48XHD SI D E K I C K W W W 48 W SI D E K I C K W W W 48 W W W W S 6'-0" 18/78 HEAVY DUTY 1/2 GONDOLA 36 X HE F 1 8 7 8 B R SIDE KICK SIDE KICK EF 3 6 7 8 36 X SIDE KICK PR I V A C Y PA N E L S SIDE KICK READING GL ASSES TOWER FRONT 48"BENCH S STANCHION 14X 40 EF 3 6 7 8 B HE F 2 4 7 8 B R STANCHION 14X 40 STANCHION 14X 40 48"BENCH HE F 2 4 7 8 B L EN D C A P RE A D I N G GLA S S ECH/W KIOSK SIDE KICK SIDE KICK SIDE KICK SIDE KICK 36 X 3 6 X 3 6 X DME RISER 36 X EF 3 6 7 8 B HE F 1 8 7 8 B L ST O O L S T O O L ST O O L S T O O L PH O T O K I O S K S - F D 48 " H I G H W A L L 48" HIGH WALL 48 " H I G H W A L L PC-137CC-RIGHT PRINTER DL FRONT WI D E F O R M A T PR I N T E R FR O N T PH O T O S P CO L O R PH A S E R PH O T O W O R K S T A T I O N GO N D O L A PR O D U C E A LP W16 GO N D O L A PR O D U C E A LP LPP_EC_2T W/ SHELVES W16 W16 OB P 37 3 7 3 2 FR O N T BAGHOLDER OBP 373732 FRONT W16 BAGHOLDER BAGHOLDER OBP 373732 FRONT OBP 373732 FRONT W16 OBP 373732 FRONT W16 GO N D O L A PR O D U C E A LP GO N D O L A PR O D U C E A LP W16 W16 PO T A T O CA R T P LA C E O N G O N D O L A U P R I G H T PO T A T O CA R T GO N D O L A PR O D U C E A LP OBP 373732 FRONT BACKROOM PALLET POSITION D94 GO N D O L A PR O D U C E A LP OBP 373732 FRONT W16 W16 W16W16 OBP 373732 FRONT FR O N T BACKROOM PALLET POSITION D94 BACKROOM PALLET POSITION D94 PO T A T O CA R T P LA C E O N G O N D O L A U P R I G H T PO T A T O CA R T GO N D O L A PR O D U C E A LP BA G HO L D E R BACKROOM PALLET POSITION D94 FRONT POTATOPALLET OB P 37 3 7 3 2 FR O N T OBP 373732 FRO NT OBP 373732 FRO NT OBP 373732 FRONT OBP 373732 FRONT BAG HOLDER BACKROOM PALLET POSITION D94 BACKROOM PALLET POSITION D94 OBP 373732 FRONT FR O N T OBP 373732 FRONT OBP 373732 FRONT OBP 373732 FRONT BA N A N A _ T B L 7 OBP 373732 FRONT BAGHOLDER OBP 373732 FRONT PO T A T O CA R T P LA C E O N G O N D O L A U P R I G H T PO T A T O CA R T GO N D O L A PR O D U C E A LP W16W16 GRO-006BK GO N D O L A PR O D U C E S L P BAGHOLDER RB_2T_EC BACKROOM PALLET POSITION D94 BACKROOM PALLET POSITION D94 OBP 373732 FRONT GO N D O L A PR O D U C E S L P BACKROOM PALLET POSITION D94 OBP 373732 FRONT GRO-007BK OBP 373732 FRONT 48VHD SID E K I C K SI D E K I C K SID E K I C K 48VHD SI D E K I C K S S 36XHD TICKETSCAN PL A S T I C BA G RE C Y C L E BO X WHEELCHAIR WHEELCHAIR 48 " B E N C H 48 " B E N C H WAL- WMGREET FOR PLACEMENT ONLY RB PANEL FOR PLACEMENT ONLY WHDWHD WHDWHD 3 BE N C H IS L A N D E R SID E K I C K SI D E K I C K EF3084 BE N C H IS L A N D E R WHD WHDWHD WHD 3 EF3690 EF 3 0 8 4 3 WHD EF3084 WHDWHD 78" SHOE CARE EC WHD S SID E K I C K 3 3 2 2 S 5' - 0 " 18 / 7 8 1 / 2 G O N D O L A SIDE KICK 48 X 4 8 X SIDE KICK SIDE KICK SIDE KICK 48 X SIDE KICK SIDE KICK 36 X SIDE KICK HEF2484B 36 X S HEF2484B SIDE KICK HEF2484B BA S K E T B A L L GO A L FI X T U R E S SIDE KICK S SIDE KICK 36 X Q Q 48 X H D 36 Q 3 6 Q 48 X H D STAIN L E S S S T E EL STAI N L E S S S T E EL 4 FT WORK STATION FRONT STAINLESS STEEL 2 F T WO RK ST AT IO N FRONT ST AINL ES S ST EE L MGH BAIT COOLER GDM-12 SIDE KICK RE G I S T E R BA G S ST A I N L E S S S T E E L FR O N T S C US T O ME R SIDE CHICKEN WARMER 48XHDSI D E K I C K S 4'-0"18/78 HD 1/2 GONDOLA SS 54XOS36"18" PEG SI D E K I C K SI D E K I C K PEG S 36 X 3'x 4 ' ST A C K PL A S T I C BI K E 4'x 4 ' ST A C K PL A S T I C BI K E 4'x 4 ' ST A C K PL A S T I C BI K E PE G 36 X 36 X TR E N D P O D TREND POD 36 T PE G S SIDE KICK 36 X S OV E R H E A D B I K E DI S P L A Y 48 X H D PE G TR E N D P O D TREND POD 36 T PE G 6' - 2 " BIKE DISPLAY 32'- 2" 5' - 8 " 3-TIER SIDE KICK PE G 36T 12 F T H O M E E N T E R T A I N M E N T T A B L E 36T PEG WI R E L E S S K I O S K FR O N T PEG PEG PEG architecture +engineering 4886 W Pauline Whitaker Pkwy Suite 200 Rogers Arkansas 72758 Phone: 479.636.3545 Architect of Record William Douglas Hurley California License No. C 29987 ST I P U L A T I O N F O R R E U S E TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCK PR O T O : C: \ U s e r s \ h a r l e e m a r r o y \ D o c u m e n t s \ 0 2 5 1 7 _ S a n t a A n a _ C A _ ES S _ 1 3 4 _ A _ V 2 4 _ h a r l e e . m a r r o y . r v t SA N T A A N A , C A L I F O R N I A 11 . 2 5 . 2 0 2 4 HM JC 10.25.2024 11.25.2024 PATH OF TRAVEL PLAN PT1 SA N T A A N A , C A L I F O R N I A ST O R E N O . 0 2 5 1 7 . 1 0 0 4 JO B N U M B E R : 2 0 2 4 . 0 3 3 1 13 5 36 0 0 W E S T M C F A D D E N A V E N U E 1" = 20'-0"1 PATH OF TRAVEL PLAN 1. MAINTAIN A MIN OF 3'-0" AISLE WIDTH ON SALES FLOOR WHERE MERCHANDISE OR OTHER OBSTRUCTIONS ARE PLACED ON ONE SIDE OF AISLE, AND 3'-6" AISLE WIDTH WHEN SUCH OBSTRUCTIONS ARE PLACED ON BOTH SIDES OF AISLE 2. 250' MAX, TRAVEL DISTANCE IS SHOWN AS A DASHED LINE. EGRESS COMPLIES WITH CODES. 3. REF N1 FOR TACTILE EXIT SIGNAGE SHEET NOTES LEGEND ALL NEW HM-STL OR HDPE DOOR 3600 W McFadden Avenue4/16/2025 REF SPECS FOR DETAILS AND REQUIREMENTS FOR STORMWATER POLLUTION CONTROLS AND SITE STORAGE OF MATERIALS AND EQUIPMENT -DEVIATION(S) FROM DETAILS SHOWN MUST BE SUBMITTED FOR APPROVAL IN ACCORDANCE WITH SPECS. ARCHITECTURAL FINISH FLOOR = 100.00' NOTE: FINISH FLOOR ELEVATION AT ALL EXTERIOR DOORS = 100.00' UNLESS NOTED OTHERWISE _______ SP1 2 NORTH EXISTING CURB AND GUTTER EXISTING SIDE WALK EX I S T I N G A N D S C A P E P L A N T E R EX I S T I N G L A N D S C A P E P L A N T E R CENTERLINE WEST MCFADDEN AVENUE CENTERLINE JACKSON STREET THE INFORMATION SHOWN IS A COPY OF THE AVAILABLE RECORD AND IS ASSUMED TO BE AN ACCURATE REPRESENTATION OF THE EXISTING CONDITIONS AT THE SITE. THIS SHEET IS PROVIDED FOR ADDITIONAL INFORMATION ONLY, AS REQUESTED BY THE AHJ, OF THE ASSUMED EXISTING CONDITIONS AT THE PROJECT SITE. THE ARCHITECT OF RECORD HAS NOT VISITED THE SITE TO CONFIRM THE ACCURACY OF THE INFORMATION SHOWN, HAS MADE NO MODIFICATIONS TO THIS DRAWING OF THE SITE OR THE INFORMATION CONTAINED WITHIN THE DRAWING AND SHALL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF OR ANY DISCREPANCIES BETWEEN WHAT IS SHOWN AND WHAT CURRENTLY EXISTS AT THE SITE. TYP 9'-6" EXISTING SCREEN WALLTY P 3' - 0 " TY P 9' - 0 " 36 ' - 4 " D R I V E 30 ' - 7 " D R I V E EXISTING CROSSWALK EXISTING WALMART 5' - 1 1 " NO CURB FACE EXISTING LANDSCAPE PLANTER EXISTING DETECTABLE TACILE WARNING (TRUNCATED DOMES) EXISTING CROSSWALK 29 ' - 1 " D R I V E 18'-6"24'-4"18'-0" EXISTING BOLLARDS, TYP EXISTING EV CHARGING SPACE EXISTING ACCESSIBLE VAN PARKING SPACE EXISTING ACCESSIBLE PARKING SPACE EXISTING LIGHT POLE 8' WIDE FOR OTHER AC C E S S I B L E S P A C E 8' WIDE FOR VAN AC C E S S I B L E S P A C E EXISTING STORM DRAINAGE GRATE SINGLE DOOR 1'-4"1'-4" UNO 4'-0" CONT 1/2" PMEJ AND SEALANT AT STOOP MA X S L O P E 1: 5 0 ( 2 % ) NEW STOOP TO BE LEVEL WITH EXISTING SIDEWALK AT EACH SIDE EXISTING SIDEWALK AT EACH SIDE, TYP NEW STOOP TO BE LEVEL WITH EXISTING ASPHALT/CONCRETE. REF STRUCTURE 3 SP1 _______ FLUSH WITH FF REF STRUCTURE FOR EXTENTS OF INSULATION IF REQUIRED REMOVE PORTION OF EXISTING CURB AS REQUIRED FOR NEW OPENING, TYP -REF 4 SP1 MAX SLOPE 2% AGGREGATE BASE REF STRUC REF PLAN REF STRUC FOR DOWEL REQUIREMENTS NEW STOOP TO BE LEVEL WITH EXISTING ASPHALT/CONCRETE EXISTING ASPHALT/CONCRETE. VERIFY MAX SLOPE OF 5% REF STRUC FOR ALL REINFORCEMENT REQUIREMENTS NEW TURNDOWN, REF STRUCTURE EXISTING MATCH EXISTING MATCH EXISTING MATCH 2" EXISTING MATCH 4" SECTION PLAN WALL LINE CONCRETE CURB OUTSIDE CORNER OR EDGE OF DOOR OPENING #4 x 6" DOWELS EMBED IN EPOXY ADHESIVE WITH 2" EMBEDMENT AT 24" OC CONCRETE CURB EXTERIOR FACE OF WALL EXISTING MATCH architecture +engineering 4886 W Pauline Whitaker Pkwy Suite 200 Rogers Arkansas 72758 Phone: 479.636.3545 Architect of Record William Douglas Hurley California License No. C 29987 ST I P U L A T I O N F O R R E U S E TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCK PR O T O : C:\Users\brettsimon\Documents\02517_Santa Ana_CA_ESS_134_A_V24_brett.simonXHX74.rvt SA N T A A N A , C A L I F O R N I A 11 . 2 5 . 2 0 2 4 HM JC 10.25.2024 11.25.2024 SITE PLAN SP1 SA N T A A N A , C A L I F O R N I A ST O R E N O . 0 2 5 1 7 . 1 0 0 4 JO B N U M B E R : 2 0 2 4 . 0 3 3 1 13 5 36 0 0 W E S T M C F A D D E N A V E N U E 1" = 40'-0"1 SITE PLAN SHEET NOTES 1. CONCRETE SIDEWALKS ADJACENT TO THE STORE NOT TO EXCEED 2% CROSS SLOPE. 1/4" = 1'-0"2 STOOP PLANS TYPICAL 1/2" = 1'-0"3 STOOP SECTION 1 01.31.2025 PR #1 3/4" = 1'-0"4 CART CURB 1 3600 W McFadden Avenue4/16/2025 48" MANEUVERING CLEARANCE DURING NON-WORKING HOURS, CONTRACTOR TO ENSURE BOTH SIDES OF NEW DOOR OPENING TO BE SECURED WITH PLYWOOD OR SIMILAR ALTERNATVE, PROVIDE A FULLY CLOSED CONDITION AND NOT ACCESSIBLE TO THE PUBLIC / EMPLOYEES. PATCH AND REPAIR ADJACENT WALLS, WALL BASE AND FLOORING AS DISTURBED BY NEW DOOR INSTALLATION TO MATCH ADJACENT EXISTING FINISHES. FIELD VERIFY EXISTING FLOORING; PROVIDE TRANSITION STRIP AS REQUIRED ADJUST EXISTING CEILING GRID AS REQUIRED AT LOCATIONS OF NEW OPENINGS. NEW CONCRETE STOOP -GC TO VERIFY IN FIELD EXISTING FINISH FLOOR HEIGHT DOES NOT EXCEED 1/4" HEIGHT DIFFERENTIAL TO EXISTING CONCRETE PAD - AND STRUCTURE. IF A HEIGHT DIFFERENCE OF MORE THAN 6" OCCURS, CONSULT WITH ARCHITECT FOR DESIGN PRIOR TO PROCEEDING -REF 2 SP1 NEW HEADER AT 7'-4" AFF, -REF 9 A8 B 6 700A VISION CENTER WAITING ICE MACHINE MCDONALD'SPRETESTRECEPTION CONTACTS ADJUSTMENTS EXAM #2 EXAM #1 HA L L W A Y M.O. 3'-4"39'-4" 10.44 RELOCATED FIXTURE DEMOLITION LEGEND EXISTING TO REMAIN DEMOLISH/REMOVE AREA TO BE DEMOLISHED RELOCATE PORTION OF EXISTING EXTERIOR CMU WALL AND INTERIOR PARTITION TO BE REMOVED FOR NEW DOOR OPENING. REF STRUCTURE REMOVE PORTION OF EXISTING SLAB, FOR NEW STOOP. REF STRUCTURE GC TO INSTALL TEMPORARY SECURITY FENCING AND SAFETY SIGNAGE WITHIN 4'-0" OF AFFECTED SCOPE AREA TO ENSURE AREA IS NON-ACCESSIBLE TO THE PUBLIC. B 6 VISION CENTER WAITING ICE MACHINE MCDONALD'SPRETESTRECEPTION CONTACTS ADJUSTMENTS EXAM #2 EXAM #1 HA L L W A Y RELOCATE FIXTURE FOR NEW DOOR CLEARANCE architecture +engineering 4886 W Pauline Whitaker Pkwy Suite 200 Rogers Arkansas 72758 Phone: 479.636.3545 Architect of Record William Douglas Hurley California License No. C 29987 ST I P U L A T I O N F O R R E U S E TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCK PR O T O : C: \ U s e r s \ h a r l e e m a r r o y \ D o c u m e n t s \ 0 2 5 1 7 _ S a n t a A n a _ C A _ ES S _ 1 3 4 _ A _ V 2 4 _ h a r l e e . m a r r o y . r v t SA N T A A N A , C A L I F O R N I A 11 . 2 5 . 2 0 2 4 HM JC 10.25.2024 11.25.2024 VISION CENTER PLANS VC1 SA N T A A N A , C A L I F O R N I A ST O R E N O . 0 2 5 1 7 . 1 0 0 4 JO B N U M B E R : 2 0 2 4 . 0 3 3 1 13 5 36 0 0 W E S T M C F A D D E N A V E N U E 3/16" = 1'-0"2 VISION CENTER FLOOR PLAN SHEET NOTES 1. GENERAL CONTRACTOR SHALL COORIDNATE ALL WORK WITH WALMART CONSTRUCTION MANAGER AND WALMART STORE MANAGER. 2. DEMOLITION INCLUDES BUT IS NOT LIMITED TO ITEMS SHOWN DASHED. REF DEMOLITION REQUIREMENT NOTE ON C1 SHEET. 3. WORK SHALL BE ACCOMPLISHED IN A MANNER THAT WILL NOT AFFECT CURRENT VISION CENTER OPERATIONS. 4. ALL NECESSARY PRECAUTIONS SHALL BE TAKEN TO PROTECT VISION CENTER EQUIPMENT DURING REPAIR WORK. 5. GENERAL CONTRACTORS SHALL LEAVE VISION CENTER IN A CLEAN AND OPERATIONAL MANNER AT THE END OF EACH WORK SESSION. 6. PATCH AND REPAIR ANY EXISTING DAMAGED WALLS AND PREPARE TO RECEIVE FINISHES TO MATCH ADJACENT EXISTING WALL. KEYNOTES 10.44 PROVIDE TACTILE "EXIT" SIGN. REF N1. 3/16" = 1'-0"1 VISION CENTER DEMOLITION PLAN 3600 W McFadden Avenue4/16/2025 MATCH EXIST TOC EL B A STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE REQUIRED. REFER TO APPENDIX 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 SPECIAL INSPECTION. 3. THE TYPE AND EXTENT OF EACH TEST. 4. ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR WIND OR SEISMIC RESISTANCE (WHEN APPLICABLE). 5. THE FREQUENCY OF SPECIAL INSPECTIONS AND TESTING. THE SPECIAL INSPECTION REQUIREMENTS ARE BASED ON CHAPTER 17 OF THE CBC. EXISTING CONT WALL FTG EXISTING CMU WALL B INTERIOR EXTERIOR NOTES: 1. SHORE EXISTING STRUCTURE AS REQUIRED PRIOR TO STARTING ANY NEW WORK. 2. RE-POINT ALL AFFECTED MORTAR JOINTS. 3. IF A CMU CONTROL JOINT IS LOCATED WITHIN THE NEW OPENING OR 2'-0" EITHER SIDE OF NEW OPENING. NOTIFY ENGINEER OF RECORD PRIOR TO CUTTING OF WALL. NOTE: THE EXISTING BUILDING SHALL BE PROTECTED FROM MOISTURE, DUST, AND DEBRIS. INSTALL TEMPORARY DUST PARTITIONS AS REQUIRED TO PROHIBIT DUST FROM ENTERING THE SALES AREA DURING DEMOLITION. MASONRY OPENING 3' - 4" REF ARCH 3 S1 2 S1 6 EXISTING CMU CONTROL JOINT, FIELD VERIFY STEEL REINF LAP SCHEDULE BAR SIZE 3 4 5 6 7 8 CONCRETE LAP SPLICE (CLASS B) (IN) f'c = 4,000psif'c = 3,500psif'c = 3,000psi f'c = 4,500psi f'c = 5,000psi TOP OTHER TOP TOP TOP TOPOTHER OTHER OTHER OTHER (IN) LAP SPLICE CMU 17 23 28 34 49 56 16 18 22 26 38 43 16 21 26 31 45 52 16 16 20 24 35 40 16 20 25 29 43 49 16 16 19 23 33 37 16 19 23 28 40 46 16 16 18 21 31 35 16 18 22 26 38 44 16 16 17 20 29 34 20 26 32 39 45 52 NOTE: DOWELS MUST BE LEVEL AND SQUARE WITH JOINT. 1' - 0" SLAB TURN DOWN ON THREE SIDES, TYP SLOPE 4" NON-FROST SUSCEPTIBLE FILL EXISTING CONT WALL FTG EXISTING CMU WALL EXISTING CONC SLAB 8" NEW SLAB TO MATCH EXISTING REF ARCH (WIDTH x LENGTH) 1/2" DIA x 10" SMOOTH DOWELS AT 24" OC (3 MIN); GREASE END IN NEW SLAB AND CENTER ON JOINT, DRILL AND EMBED 5" INTO EXISTING SLAB WITH ADHESIVE ANCHOR (REF SPECS) (1) #4 CONT #4 x 2'-0" DOWELS AT 16" OC; DRILL AND EMBED 4" INTO EXISTING GROUTED CMU WITH ADHESIVE ANCHOR (REF SPECS) 10 " 1'-2" OF CMU BEYOND EXTERIOR FACE INTERIOREXTERIOR EXISTING CONC PAVING 1/2" DIA x 10" SMOOTH DOWELS AT 24" OC, TYP; DRILL AND EMBED 5" INTO EXISTING PAVING WITH ADHESIVE ANCHOR (REF SPECS), (REQUIRED ONLY AT CONC PAVING) 1/2" DIA x 10" SMOOTH DOWELS AT 24" OC (3 MIN); GREASE ONE END AND CENTER ON JOINT. LOCATE DOWEL 4" FROM FACE OF CMU EA END (REQUIRED ONLY AT CONC PAVING) 1' - 4 " NEW OPENING NEW CONCRETE SLAB REF PLAN MIN 2'-0" TOP OF MASONRY ELEV ELEV FIELD VERIFY RESTORE THE FACE OF THE CMU BY INSTALLING SOAP BLOCKS AND NEW BLOCKS AS NECESSARY. SURFACE TREATMENT OF NEW BLOCK TO MATCH ORIGINAL (SPLIT FACE OR SMOOTH FACE). 6.DRILL AND EMBED MATCHING DOWELS 6'' INTO EXISTING CMU STEMWALL WITH ADHESIVE ANCHOR (REF SPEC). REF CMU LAP SCHEDULE 1.SAWCUT AND REMOVE CMU WALL AS REQUIRED TO PROVIDE OPENING AND LINTEL. CONTRACTOR SHALL PROVIDE SHORING PRIOR TO WALL DEMOLITION. 11.GROUT SOLID ALL CELLS CONTAINING REINFORCING WITH FINE OR COARSE GROUT USING THE LOW LIFT METHOD. GROUT TO BE CONSOLIDATED USING VIBRATORS. 12. 10.INSTALL NEW LINTEL BLOCK AND REINFORCEMENT. REF LINTEL DETAIL FOR SIZE AND REINFORCING. 2.SAWCUT AND REMOVE EXISTING FACE SHELLS AS NECESSARY TO INSTALL NEW REINF AND TO CLEAN OUT ALL VERTICAL CELLS. 3.CLEAN OUT ALL CELLS TO RECEIVE NEW REINF. REMOVE ALL DEBRIS, INSULATION, LOOSE MORTAR AND MORTAR WHICH OBSTRUCTS THE FLOW OF GROUT PRIOR TO INSTALLATION OF REINFORCEMENT. 5.INSTALL NEW REINFORCEMENT. REF JAMB DETAIL FOR SIZE AND REINFORCING. SPLICE BARS IN 6'-0" TO 8'-0" LENGTHS. IF EXISTING VERTICAL WALL REINFORCEMENT IN GROUTED CELL IS PRESENT, THIS IS NOT REQUIRED. 4.SAWCUT AND REMOVE FACE SHELLS IN THE COURSE ABOVE THE LINTEL AS NECESSARY TO GROUT THE NEW LINTEL. 9.REPLACE JAMB BLOCKS AND GROUT SOLID WITH FINE OR COARSE GROUT. SURFACE TREATMENT OF NEW BLOCK TO MATCH ORIGINAL (SPLIT FACE OR SMOOTH FACE) CONTROL JOINT (FIELD VERIFY) NOTIFY ARCHITECT/ENGINEER OF RECORD IF EXISTING CONTROL JOINT IS LESS THAN 2'-0" FROM NEW OPENING. 13.FIELD VERIFY LOCATION(S) OF EXISTING BOND BEAM. DO NOT CUT OR DAMAGE EXISTING BOND BEAM REINFORCING. SECTION A - LINTEL DETAIL (1) #6 CONT 8" 8" A T O P E N I N G S U P T O 3 ' - 4 " SECTION B - JAMB DETAIL PROVIDE (1) #6 BAR EACH CELL FOR LENGTH REQUIRED, TYP EQ EQ 16" AT OPENINGS UP TO 3'-4" TOP OF OPENING REF ARCH GROUT ALL REINFORCED CELLS AND CONTINUE REINF TO FULL HEIGHT OF WALL, TYP IF EXISTING VERTICAL WALL REINF IN GROUTED CELL IS PRESENT AND HAS THE MINIMUM REQUIRED REINF AS SHOWN ON SECTION B, NEW REINF IS NOT REQUIRED. IF EXISTING VERTICAL REINF IS PRESENT AND DOES NOT MEET THE MINIMUM REQUIRED REINF AS SHOWN IN SECTION B, GC TO INSTALL NEW REINF IN ADJACENT HOLLOW CELL. 14. GENERAL NOTES 1. RE-POINT ALL AFFECTED MORTAR JOINTS. 2. EXISTING BOND BEAM REINF SHALL NOT BE CUT OR DAMAGED. 3. SHORE EXISTING STRUCTURE AS REQUIRED. TOP OF EXISTING BOND BEAM FIELD VERIFY LOCATION AT ROOF 7. DRILL AND EMBED MATCHING DOWELS 6'' INTO EXISTING BOND BEAM AT ROOF LEVEL WITH ADHESIVE ANCHOR (REF SPEC). REF CMU LAP SCHEDULE 8.TERMINATE LINTEL BARS WITH STD ACI HOOK EA END INTO NEW JAMB CELL. IF EXISTING CELL IS REINFORCED, SOLID GROUTED AND MEETS THE REQUIREMENTS OF NOTE #14, EMBED LINTEL BARS 6" INTO SOLID GROUTED CELL WITH ADHESIVE ANCHOR (REF SPEC) SHEET: DRAWN BY: CHECKED BY: PROTO CYCLE: DOCUMENT DATE: CO N S U L T A N T S ST I P U L A T I O N F O R R E U S E PR O T O : JO B N U M B E R : ST O R E N O : TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . ISSUE BLOCK 36 0 0 W E S T M C F A D D E N A V E N U E \\ S T R U C T - S E R V E R \ W a l m a r t \ W a l m a r t R e m o d e l s \ 2 4 1 1 9 9 7 - Sa n t a A n a , C A ( d o o r - 2 5 1 7 ) \ S t r u c t \ D O O R S P 0 2 5 1 7 _ S A N T A A N A _ C A _ R E M _ V 2 4 . r v t 11 / 2 1 / 2 0 2 4 3 : 4 0 : 3 1 P M S1 PLAN GENERAL NOTES AND DETAILS 11/25/24 CB SA N T A A N A , C A L I F O R N I A 20 2 4 . 0 3 3 1 SA N T A A N A , C A L I F O R N I A 11 / 2 5 / 2 4 HT/DW 02 5 1 7 . 1 0 0 4 13 5 10/25/24 GENERAL NOTES GENERAL 1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN OR IMPLIED BY THESE DRAWINGS. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WORK. 2. EXISTING CONDITIONS SHOWN MAY NOT REFLECT EXACT “AS-BUILT” CONDITIONS. BIDDERS SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BID. WITHIN ONE WEEK FROM THE START OF CONSTRUCTION DATE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING MATERIAL, MEASUREMENTS, AND ELEVATIONS AND SHALL NOTIFY THE ARCHITECT, STRUCTURAL ENGINEER OF RECORD AND THE OWNER’S CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR FORESEEN PROBLEMS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL FIELD MEASUREMENTS, EXISTING CONDITIONS, AND KNOWN COMPLICATIONS WITH THE MATERIAL SUPPLIERS. 3. GENERAL CONTRACTOR SHALL CAREFULLY COORDINATE DEMOLITION AND NEW CONSTRUCTION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. 4. GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURES, UTILITIES, PROPERTY, ETC DURING CONSTRUCTION. RESTORE ALL ITEMS DAMAGED, AS REQUIRED BY OWNER'S REPRESENTATIVE, TO THE OWNER'S SATISFACTION AT NO COST TO OWNER OR WITHOUT EXTENSION OF CONTRACT TIME. 5. BUILDING COMPONENTS ABANDONED BY THE SCOPE OF WORK SHALL BE SECURED TO PREVENT FALLING, LOOSENING OR CREATING DAMAGE OF ANY KIND IN THE FUTURE. 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT AND MAINTAINING STABILITY OF EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. 7. BEFORE OR CONCURRENT WITH ANY EXCAVATIONS ADJACENT TO THE EXISTING BUILDING FOUNDATION OR SLAB, GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY SUPPORT FOR THE BASE AND SUBGRADE OF THE EXISTING SLAB AND FOUNDATIONS TO PREVENT UNDERMINING. 8. GENERAL CONTRACTOR SHALL PROVIDE FIRE PROTECTION FOR THE EXISTING STRUCTURE AND BUILDING CONTENTS DURING WELDING OR ANY OTHER CONSTRUCTION ACTIVITY THAT GENERATES SPARKS OR INTENSE HEAT. 9. GENERAL CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF EQUIPMENT PADS AND PENETRATIONS THROUGH THE STRUCTURE FOR MECHANICAL, ELECTRICAL AND PLUMBING WORK. CONCRETE AND REINFORCING STEEL 1. MINIMUM COMPRESSIVE STRENGTH (f'c) AT THE END OF 28 DAYS SHALL BE AS FOLLOWS: A. INTERIOR CAST-IN-PLACE CONCRETE SLABS 4000 PSI SPECIFICATION SECTION 03314 B. EXTERIOR CAST-IN-PLACE CONCRETE SLABS REF SPECS SPECIFICATION SECTION 03310 C. STRUCTURAL CAST-IN-PLACE CONCRETE FOOTINGS 3000 PSI SPECIFICATION SECTION 03310 D. STRUCTURAL FORMED CONCRETE WALLS REF SPECS SPECIFICATION SECTION 03310 FOR ALL OTHER CONCRETE PROPERTIES REFER TO SPECIFICATIONS. 2. CONCRETE FREEZING AND THAWING EXPOSURE CLASS SHALL BE F0. 3. REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A 615, DEFORMED BAR, GRADE 60 OR ASTM SPECIFICATION A 706, DEFORMED BAR, GRADE 60. REF STEEL REINF LAP SCHEDULE FOR LAP LENGTHS, UNO ON DETAILS. 4. REFER TO ACI 315 FOR DETAILING PRACTICES AND FABRICATION, AND ACI 301 FOR STANDARD PRACTICE FOR MIXING AND PLACING CONCRETE AND CONCRETE COVER. 5. LEAN CONCRETE - MIN 2 1/2 SACKS PORTLAND CEMENT PER CUBIC YARD. MASONRY 1. CONCRETE MASONRY UNITS SHALL MEET ASTM SPECIFICATION C 90. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF CONCRETE MASONRY (f'm) SHALL BE 2000 PSI. THE NET AREA COMPRESSIVE STRENGTH OF THE CONCRETE MASONRY UNITS SHALL BE 2000 PSI. 2. MORTAR SHALL BE A PREBLENDED DRY MIX CONFORMING TO ASTM C 1714 AND MEETING THE PROPERY SPECIFICATIONS OF ASTM C 270 TYPE "S" MORTAR. REF SPECIFICATION 04200 FOR ADDITIONAL REQUIREMENTS. 3. GROUT SHALL MEET ASTM SPECIFICATION C 476 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2000 PSI. REF SPECIFICATION SECTION 04200 FOR ADDITIONAL REQUIREMENTS. 4. GROUT SHALL BE MECHANICALLY CONSOLIDATED USING A VIBRATOR WITH A MAXIMUM 3/4" DIAMETER HEAD. REF SPECIFICATION SECTION 04200. 5. WHERE NEW GROUT IS REQUIRED FOR CAST-IN-PLACE OR POST INSTALLED ANCHORS, PROVIDE 12" GROUT COVER ON ALL SIDES OF THE ANCHORS. CREATE A HOLE IN CMU ON INTERIOR SIDE OF WALL FOR GROUT INSERTION. PROVIDE PLUG AT BOTTOM. REPAIR HOLE AS REQUIRED. 6. HORIZONTAL JOINT REINFORCEMENT SHALL BE LADDER TYPE SPACED AT 16" OC VERTICALLY FOR THE ENTIRE HEIGHT OF THE WALL. 7. CONCRETE MASONRY SHALL BE LAID IN RUNNING (COMMON) BOND. 8. CONCRETE MASONRY BELOW FINISHED FLOOR SHALL BE NORMAL WEIGHT UNITS AND SHALL HAVE ALL CELLS FULLY GROUTED. CONCRETE MASONRY ABOVE FINISHED FLOOR SHALL BE LIGHT WEIGHT OR NORMAL WEIGHT AND SHALL BE GROUTED ONLY AT REINFORCED CELLS AND BOND BEAMS, UNO. 9. INSTALL EMBEDDED STEEL ITEMS FOR OVERHEAD DOORS IN GROUTED CELLS. COORDINATE LOCATIONS OF EMBEDDED ITEMS WITH OVERHEAD DOOR MANUFACTURER. POST-INSTALLED ANCHORS 1. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POST-INSTALLED ANCHORS FOR MISSING OR MISPLACED CAST-IN-PLACE ANCHORS. REFER TO SPECIFICATION 05090 FOR ADDITIONAL INFORMATION. 2. WHERE THE DRAWINGS INDICATE GROUT TO BE ADDED TO MASONRY WALLS, 7 DAY CURED GROUT MUST BE PRESENT WHEN INSTALLING POST-INSTALLED ANCHORS. SUBGRADE AND BASE 1. PRIOR TO PLACEMENT OF SLABS IN SLAB REMOVAL AREAS, EXPOSED SUBGRADE SHALL BE COMPACTED TO AT LEAST 90% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557). WHERE SOILS ARE DISTURBED TO A DEPTH GREATER THAN 1'-0", COMPACTION SHALL BE PERFORMED IN A MAXIMUM 8 INCH LOOSE LIFTS. 2. IN SLAB REMOVAL AREAS WHERE SUBGRADE IS NEEDED TO RAISE PAD TO PROPER ELEVATION, PROVIDE BASE AND/OR CHOKER MATERIAL AS INDICATED IN SPECS. 3. NOTIFY IMMEDIATELY THE OWNER'S REPRESENTATIVE AND ENGINEER IF UNUSUAL SOIL CONDITIONS ARE FOUND. 3/16" = 1'-0"1 FOUNDATION PLAN DESIGN LOADS 1. BUILDING CODE 2022 CALIFORNIA BUILDING CODE 2. GRAVITY LOADS A. ROOF LIVE LOADS 20 PSF (MIN OR SNOW LOAD) B. GROUND SNOW LOAD (Pg)0 PSF 3. LATERAL LOADS A. WIND LOADS 1. WIND SPEED (3-SECOND GUST) - BASIC DESIGN WIND SPEED 95 MPH - ASD WIND SPEED 74 MPH 2. WIND EXPOSURE CATEGORY C 3. RISK CATEGORY II B. SEISMIC LOADS 1. 5% DAMPED MAPPED ACCELERATION PARAMETER (Ss) 131.4% 2. 1-SEC PERIOD MAPPED ACCELERATION PARAMETER (S1)46.9% 3. 5% DAMPED SPECTRAL RESPONSE COEFF (Sds)1.052g 4. 1-SEC PERIOD SPECTRAL RESPONSE COEFF (Sd1)0.572g 5. SITE CLASS (ASSUMED)D 6. RISK CATEGORY II 7. IMPORTANCE FACTOR (Ie)1.0 8. SEISMIC DESIGN CATEGORY D 3/4" = 1'-0"3 SLAB AT OPENING WITH STOOP 3/4" = 1'-0"2 NEW OPENING IN EXISTING WALL 11/21/2024 3600 W McFadden Avenue4/16/2025 architecture +engineering 4886 W Pauline Whitaker Pkwy Suite 200 Rogers Arkansas 72758 Phone: 479.636.3545 Architect of Record William Douglas Hurley California License No. C 29987 ST I P U L A T I O N F O R R E U S E TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T : CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . U S E OF T H I S D R A W I N G F O R R E F E R E N C E O R EX A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCK PR O T O : C: \ U s e r s \ h a r l e e m a r r o y \ D o c u m e n t s \ 0 2 5 1 7 _ S a n t a A n a _ C A _ ES S _ 1 3 4 _ A _ V 2 4 _ h a r l e e . m a r r o y . r v t SA N T A A N A , C A L I F O R N I A 11 . 2 5 . 2 0 2 4 HM JC 10.25.2024 11.25.2024 CAL GREEN N2 SA N T A A N A , C A L I F O R N I A ST O R E N O . 0 2 5 1 7 . 1 0 0 4 JO B N U M B E R : 2 0 2 4 . 0 3 3 1 13 5 36 0 0 W E S T M C F A D D E N A V E N U E CAL GREEN CHECK LIST 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE DIVISION 5.1 Planning and Design Requirement SECTION TITLE Mandatory Deconstruction and reuse of existing structures, Scope with Exception Mandatory Reuse of existing building & Verification of compliance with note Mandatory Storm water pollution prevention for projects that disturb less than 1 acre of land Mandatory Short-term bicycle parking (with exception) Mandatory Long-term bicycle parking Mandatory Electric vehicle (EV charging [N] with Section 5.106.3.1, 5.106.5.3.2 and associated Table 5.106.5.3.1 OR Mandatory Power Allocation Method: Section 5.106.5.3.6 and associated Table 5.106.5.3.6 Mandatory Additions or Alterations to existing buildings or parking facilities[A] with Exceptions Mandatory Existing buildings or parking areas without previously installed EV capable infrastructure [A] Mandatory Existing buildings or parking areas without previously installed EV capable infrastructure [A] Mandatory Electric vehicle (EV) charging: medium-duty and heavy-duty [N] Mandatory Electric vehicle charging readiness requirements for warehouses, grocery stores and retail stores, office buildings, and manufacturing facilities with planned off- street loading spaces [N] Mandatory TABLE 5.106.5.5.1 Mandatory Light pollution reduction [N] (with exceptions, notes and table) Mandatory Grading and paving (exception for additions and alterations not altering the drainage path) CODE SECTION Y N N/A O PLAN SHEET, SPEC, OR ATTACH REFERENCE 5.105.1 5.105.2 and 5.105.2.1 5.106.1 through 5.106.2 5.106.4.1.1 5.106.4.1.2 through 5.106.4.1.5 5.106.5.3.1, 5.106.5.3.2. Table 5.106.5.3.1, 5.106.5.3.2.1, 5.106.5.3.2.2. 5.106.5.3.3, 5.106.5.3.4 and 5.106.5.3.5 OR 5.106.5.3.6, Table 5.106.5.3.6, 5.106.5.3.3, 5.106.5.3.4 and 5.106.5.3.5 5.106.5.4 5.106.5.4.1 5.106.5.4.2 5.106.5.5 5.106.5.5.1 5.106.5.5 and 5.106.5.5.1 5.106.8 through 5.106.8.2 5.106.10 Chapter 5 Divisions DIVISION 5.2 Energy Efficiency Requirement SECTION TITLE Mandatory Meet the minimum energy efficiency standard CODE SECTION Y N N/A O PLAN SHEET, SPEC, OR ATTACH REFERENCE 5.201.1 DIVISION 5.3 Water Efficiency and Conservation Requirement SECTION TITLE Mandatory Separate meters (new buildings or additions > 50,000 sf that consume more than 100 gal/day) Mandatory Separate meters (for tenants in new buildings or additions that consume more than 1,000 gal/day) Mandatory Water closets shall not exceed 1.28 gallons per flush (gpf) Mandatory Wall-mounted urinals shall not exceed 0.125 gpf Mandatory Floor-mounted urinals shall not exceed 0.5 gpf Mandatory Single showerhead shall have maximum flow rate of 1.8 gpm (gallons per minute) at 80 psi Mandatory Multiple showerheads serving one shower shall have a combined flow rate of 1.8 gpm at 80 psi Mandatory Nonresidential lavatory faucets Mandatory Kitchen faucets Mandatory Wash fountains Mandatory Metering faucets Mandatory Metering faucets for wash fountains Mandatory Pre-rinse spray valve Mandatory Food waste disposers Mandatory Areas of additions or alterations Mandatory Standards for plumbing fixtures and fittings Mandatory Outdoor potable water use in landscape areas (with notes) CODE SECTION Y N N/A O PLAN SHEET, SPEC, OR ATTACH REFERENCE 5.303.1.1 5.303.1.2 5.303.3.1 5.303.3.2.1 5.303.3.2.2 5.303.3.3.1 5.303.3.3.2 5.303.3.4.1 5.303.3.4.2 5.303.3.4.3 5.303.3.4.4 5.303.3.4.5 5.303.3.4.6 5.303.4.1 5.303.5 5.303.6 5.304.1 DIVISION 5.4 Material Conservation and Resource Efficiency Requirement SECTION TITLE Mandatory Weather protection Mandatory Moisture control: sprinklers Mandatory Moisture control: exterior door protection Mandatory Moisture control: flashing Mandatory Construction waste management—comply with either: Sections 5.408.1.1, 5.408.1.2, 5.408.1.3 or more stringent local ordinance Mandatory Construction waste management: documentation Mandatory Universal waste [A] Mandatory Excavated soil and land clearing debris (100% reuse or recycle) with Exception and Notes Mandatory Life Cycle Assessment, Scope, Whole building life cycle assessment with Notes, Building components, Reference study period, and Verification of compliance Mandatory Life Cycle Assessment, Scope, Product GWP compliance - prescriptive path, 5.409.3.1 with Exception and Exception EQUATION, Verification of compliance and Product GWP Limits Table with Footnotes Mandatory Recycling by occupants (with exception) Mandatory Recycling by occupants: additions (with exception) Mandatory Recycling by occupants: sample ordinance Mandatory Commissioning new buildings (≥ 10,000 sf) [N] Mandatory Owner’s or owner representative’s Project Requirements (OPR) [N] Mandatory Basis of Design (BOD) [N] Mandatory Commissioning plan [N] Mandatory Functional performance testing [N] Mandatory Documentation and training [N] Mandatory Systems manual [N] Mandatory Systems operation training [N] Mandatory Commissioning report [N] Mandatory Testing and adjusting for new buildings < 10,000 sf or new systems that serve additions or alterations [A] Mandatory System testing plan for renewable energy, landscape irrigation and water reuse [A] Mandatory Procedures for testing and adjusting Mandatory Procedures for HVAC balancing Mandatory Reporting for testing and adjusting Mandatory Operation and maintenance (O&M) manual Mandatory Inspection and reports CODE SECTION Y N N/A O PLAN SHEET, SPEC, OR ATTACH REFERENCE 5.407.1 5.407.2.1 5.407.2.2.1 5.407.2.2.2 5.408.1.1, 5.408.1.2, 5.408.1.3 5.408.1.4 5.408.2 5.408.3 5.409.1, 5.409.2, 5.409.2.1, 5.409.2.2 and 5.409.2.3 5.409.1, 5.409.3, 5.409.3.1, 5.409.3.2 and Table 5.409.3 5.410.1 5.410.1.1 5.410.1.2 5.410.2 5.410.2.1 5.410.2.2 5.410.2.3 5.410.2.4 5.410.2.5 5.410.2.5.1 5.410.2.5.2 5.410.2.6 5.410.4 5.410.4.2 5.410.4.3 5.410.4.3.1 5.410.4.4 5.410.4.5 5.410.4.5.1 DIVISION 5.5 Environmental Quality Requirement SECTION TITLE Mandatory Fireplaces Mandatory Woodstoves Mandatory Temporary ventilation Mandatory Covering of ducts openings and protection of mechanical equipment during construction Mandatory Adhesives, sealants, and caulks Mandatory Paints and coatings Mandatory Aerosol paints and coatings Mandatory Aerosol paints and coatings: verification Mandatory Carpet systems Mandatory Carpet cushion Mandatory Carpet adhesives per Table 5.504.4.1 Mandatory Composite wood products Mandatory Composite wood products: documentation Mandatory Resilient flooring systems Mandatory Resilient flooring: verification of compliance Mandatory Thermal insulation Mandatory Verification of compliance Mandatory Acoustical ceilings and wall panels Mandatory Verification of compliance Mandatory Filters (with exceptions) Mandatory Filters: labeling Mandatory Environmental tobacco smoke (ETS) control Mandatory Indoor moisture control Mandatory Outside air delivery Mandatory Carbon dioxide (CO2) monitoring Mandatory Acoustical control (with exception) Mandatory Exterior noise transmission, prescriptive method (with exceptions) Mandatory Noise exposure where noise contours are not readily available Mandatory Performance method Mandatory Site features Mandatory Documentation of compliance Mandatory Interior sound transmission (with note) Mandatory Ozone depletion and greenhouse gas reductions Mandatory Chlorofluorocarbons (CFCs) Mandatory Halons Mandatory Supermarket refrigerant leak reduction for retail food stores 8,000 square feet or more END OF MANDATORY PROVISIONS CODE SECTION Y N N/A O PLAN SHEET, SPEC, OR ATTACH REFERENCE 5.503.1 5.503.1.1 5.504.1 5.504.3 5.504.4.1 5.504.4.3 5.504.4.3.1 5.504.4.3.2 5.504.4.4 5.504.4.4.1 5.504.4.4.2 5.504.4.5 5.504.4.5.3 5.504.4.6 5.504.4.6.1 5.504.4.7 5.504.4.7.1 5.504.4.8 5.504.4.8.1 5.504.5.3 5.504.5.3.1 5.504.7 5.505.1 5.506.1 5.506.2 5.507.4 5.507.4.1 5.507.4.1.1 5.507.4.2 5.507.4.2.1 5.507.4.2.2 5.507.4.3 5.508.1 5.508.1.1 5.508.1.2 5.508.2 through 5.508.2.6.3 X REFER TO PROJECT SPECIFICATIONS X X X X 1. Calculation for spaces shall be rounded up to nearest whole number. 2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards the total number of required EV capable spaces shown in column 2. 3. At least one Level 2 EVSE shall be provided. 201 AND OVER 20% of actual parking spaces¹ 25% of EV capable spaces¹ 151 - 200 35 9 101 - 150 25 6 76 - 100 17 4 51 - 75 13 3 26 - 50 8 2 10 - 25 2 0 0 - 9 0 0 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV CAPABLE SPACES NUMBER OF EVCS (EV CAPABLE SPACES PROVIDED WITH EVSE)2,3 TABLE 5.106.5.3.1 X Greater than 256,000 1 or Greater 400 3 or Greater 400Warehouse 20,000 to 256,000 1 or 2 200 Greater than 135,000 1 or Greater 400 3 or Greater 400Retail 10,000 to 135,000 1 or 2 200 Greater than 135,000 1 or Greater 400 10,000 to 135,000 3 or Greater 400Office Buildings 10,000 to 135,000 1 or 2 200 Greater than 50,000 1 or Greater 400 10,000 to 50,000 3 or Greater 400Manufacturing Facilities 10,000 to 50,000 1 or 2 200 Greater than 90,000 1 or Greater 400 3 or Greater 400Grocery 10,000 to 90,000 1 or 2 200 BUILDING TYPE BUILDING SIZE (SQ FT.)NUMBER OF OFF-STREET LOADING SPACES ADDITIONAL CAPACITY REQUIRED (KVA) FOR RACEWAY & BUSWAY AND TRANSFORMER & PANEL TABLE 5.106.5.5.1 RACEWAY CONDUIT AND PANEL POWER REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N] X X X X X X X CONTRACTOR TO PROVIDE DOCUMENTATION X CONTRACTOR TO PROVIDE DOCUMENTATION X CONTRACTOR TO PROVIDE DOCUMENTATION RECEPTACLES FOR COLLECTING AND STORAGE OF NONHAZARDOUS MATERIALS FOR RECYCLING (AS APPROPRIATE FOR CURRENT JURISDICTION SHALL BE PROVIDED BY OWNER AT THE PUBLIC ENTRANCE/EXIT OF BUILDING AND AT EMPLOYEE BREAKROOM X X X X CONTRACTOR TO PROVIDE DOCUMENTATION X X X REFER TO PROJECT SPECIFICATIONS X REFER TO PROJECT SPECIFICATIONS X REFER TO PROJECT SPECIFICATIONS X X X CONTRACTOR TO PROVIDE VERIFICATION X X X REFER TO PROJECT SPECIFICATIONS X CONTRACTOR TO PROVIDE VERIFICATION X X X X X TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT, AND GLARE (BUG) RATINGS 1,2 ALLOWABLE RATING LIGHTING ZONE LZ0 LIGHTING ZONE LZ1 LIGHTING ZONE LZ2 LIGHTING ZONE LZ3 LIGHTING ZONE LZ4 MAXIMUM ALLOWABLE BACKLIGHT RATING (B) Luminaire greater than 2 mounting heights (MH) from property line Luminaire back hemisphere is 1-2 MH from property line Luminaire back hemisphere is 0.5-1 MH from property line MAXIMUM ALLOWABLE UPLIGHT RATING [U] For area lighting 3 For all other outdoor lighting, including decorative luminaires Luminaire greater than 2 mounting heights (MH) from property line Luminaire back hemisphere is less than 0.5 MH from property line MAXIMUM ALLOWABLE GLARE RATING (G) Luminaire front hemisphere is 1-2 MH from property line Luminaire front hemisphere is 0.5-1 MH from property line Luminaire front hemisphere is less than 0.5 MH from property line 1. IESNA Lighting Zone 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the California Administrative Code. 2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line my be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public walkways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section. 3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaires located in these areas shall meet U-value limits for "all other outdoor lighting". N/A G0 G1 U1 U0 B0 B1 B2 No Limit B3 U2 G2 B4 U3 G3 U4 G4 No Limit No Limit No Limit N/A N/A N/A N/A N/A N/A N/A N/A N/A B2 B2B1B0 B3 B3 B4 U0 U0 U0 G0 G0 G0 G0 G0 G1 G1 G1 G1 G1 G2 TABLE H-2 PRODUCT CLASS [spray force in ounce force (ozf)] Product Class 1 (≤5.0 ozf)1.00 MAXIMUM FLOW RATE (gpm) Product Class 2 (> 5.0 ozf and ≤8.0 ozf) Product Class 3 (> 8.0 ozf) 1.20 1.28 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 TABLE 5.504.4.1 - ADHESIVE VOC LIMIT 1,2 Less Water and Less Excempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS INDOOR CARPET ADHESIVES 50 CURRENT VOC LIMIT CARPET PAD ADHESIVES OUTDOOR CARPET ADHESIVES WOOD FLOORING ADHESIVES RUBBER FLOOR ADHESIVES SUBFLOOR ADHESIVES CERAMIC TILE ADHESIVES VCT & ASPHALT TILE ADHESIVES DRYWALL & PANEL ADHESIVES COVE BASE ADHESIVES MULTIPURPOSE CONSTRUCTION ADHESIVES STRUCTURAL GLAZING ADHESIVES SINGLE-PLY ROOF MEMBRANE ADHESIVES OTHER ADHESIVES NOT SPECIFICALLY LISTED SPECIALTY APPLICATIONS PVC WELDING CPVC WELDING ABS WELDING PLASTIC CEMENT WELDING ADHESIVE PRIMER FOR PLASTIC CONTACT ADHESIVE SPECIAL PURPOSE CONTACT ADHESIVE STRUCTURAL WOOD MEMBER ADHESIVE TOP & TRIM ADHESIVE SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL PLASTIC FOAMS POROUS MATERIAL (EXCEPT WOOD) WOOD FIBERGLASS 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF 50 150 100 60 50 65 50 50 50 70 100 250 50 510 490 325 250 550 80 250 140 250 5030 50 50 30 80 1. Level 2 EVSE @ 6.6 kVA minimum. 2. At least one Level 2 EVSE shall be provided. 3. Maximum allowed kVA to be utilized for EV capable spaces is 75 percent. 4. If EV capable spaces are utilized, they shall meet the requirements of Section 5.106.5.3.1 EV capable spaces. 201 AND OVER 20% of actual parking spaces X 6.6 Total required kVA = P x .20 x 6.6 Where P = Parking spaces in facility 151 - 200 231 231 101 - 150 165 165 76 - 100 112.2 112.2 51 - 75 85.8 85.8 26 - 50 52.8 52.8 10 - 25 26.4 26.4 0 - 9 0 0 TOTAL NUMBER OF ACTUAL PARKING SPACES MINIMUM TOTAL kVA @ 6.6 kVA TOTAL kVA REQUIRED IN ANY COMBINATION OF EV CAPABLE, 3,4 LOW POWER LEVEL 2, LEVEL 2, 1,2 OR DCFC TABLE 5.106.5.3.6 X X CONTRACTOR TO PROVIDE DOCUMENTATION 1. The GWP values of the products listed in Table 5.409.3 are based on 175 percent of Buy Clean California Act (BCCA) GWP values, except for concrete products which are not included in the BCCA. 2.For concrete, 175 percent of the National Ready Mixed Concrete Association (NRMCA) 2022 version 3 Pacific Southwest regional benchmark values are used for the GWP allowed, except for High Early Strength. 3.Concrete High Early Strength ready-mixed shall be calculated at 130 percent of the ready-mixed concrete GWP allowed values for each product category. TABLE 5.409.3 PRODUCT GWP LIMITS BUY CLEAN CALIFORNIA MATERIALS PRODUCT CATEGORY1 Hot-rolled structural steel sections 1.77 Hollow structural sections Steel plate Concrete reinforcing steel Flat glass Light-density mineral wool board insulation Heavy-density mineral wool board insulation Concrete, Ready-Mixed2, 3 MAXIMUM ACCEPTABLE GWP VALUE (unfabricated) (GWPallowed) UNIT OF MEASUREMENT 3.00 2.61 1.56 2.50 5.83 14.28 MT CO2e/MT MT CO2e/MT MT CO2e/MT MT CO2e/MT kg CO2e/MT kg CO2e/1 m2 kg CO2e/1 m2 CONCRETE PRODUCT CATEGORY up to 2499 psi 450 2500-3499 psi 3500-4499 psi 4500-5499 psi 5500-6499 psi 6500 psi and greater MAXIMUM GWP ALLOWED VALUE (GWPallowed) UNIT OF MEASUREMENT 489 566 661 701 799 kg CO2e/m3 kg CO2e/m3 kg CO2e/m3 kg CO2e/m3 kg CO2e/m3 kg CO2e/m3 Concrete, Lightweight Ready-Mixed2 CONCRETE PRODUCT CATEGORY up to 2499 psi 875 2500-3499 psi 3500-4499 psi MAXIMUM GWP ALLOWED VALUE (GWPallowed) UNIT OF MEASUREMENT 956 1039 kg CO2e/m3 kg CO2e/m3 kg CO2e/m3 TABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Excempt Compounds in Grams per Liter SEALANTS ARCHITECTURAL 250 CURRENT VOC LIMIT MARINE DECK NONMEMBRANE ROOF ROADWAY SINGLE-PLY ROOF MEMBRANE OTHER SEALANT PRIMERS ARCHITECTURAL NONPOROUS POROUS MODIFIED BITUMINOUS MARINE DECK OTHER 760 300 250 450 420 250 775 500 760 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS 2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER AND LESS EXEMPT COMPOUNDS COATING CATEGORY FLAT COATINGS 50 CURRENT VOC LIMIT NONFLAT COATINGS NONFLAT HIGH GLOSS COATINGS SPECIALTY COATINGS ALUMINUM ROOF COATINGS BASEMENT SPECIALTY COATINGS BITUMINOUS ROOF COATINGS 100 150 400 400 BITUMINOUS ROOF PRIMERS 50 350 CONCRETE/MASONRY SEALERS DRIVEWAY SEALERS DRY FOG COATINGS 350 350 100 50 150 BOND BREAKERS CONCRETE CURING COMPOUNDS FAUX FINISHING COATINGS FIRE RESISTIVE COATINGS FLOOR COATINGS FORM-RELEASE COMPOUNDS GRAPHIC ARTS COATINGS (SIGN PAINTS) 350 350 100 250 500 HIGH-TEMPERATURE COATINGS INDUSTRIAL MAINTENANCE COATINGS LOW SOLIDS COATINGS1 MAGNESITE CEMENT COATINGS MASTIC TEXTURE COATINGS METALLIC PIGMENTED COATINGS MULTICOLOR COATINGS PRETREATMENT WASH PRIMERS PRIMERS, SEALERS, AND UNDERCOATERS REACTIVE PENETRATING SEALERS RECYCLED COATINGS ROOF COATINGS RUST PREVENTATIVE COATINGS SHELLACS: CLEAR OPAQUE SPECIALTY PRIMERS, SEALERS AND UNDERCOATERS STAINS STONE CONSOLIDANTS SWIMMING POOL COATINGS TRAFFIC MARKING COATINGS TUB AND TILE REFINISH COATINGS 420 250 120 450 500 250 420 100 350 350 50 250 100 730 550 100 250 450 340 100 420 WATERPROOFING MEMBRANES WOOD COATINGS ZINC-RICH PRIMERS 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER AND EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. 250 275 340 WOOD PRESERVATIVES 350 TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE HARDWOOD PLYWOOD COMPOSITE CORE PARTICLE BOARD 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXINS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8MM). MEDIUM DENSITY FIBERBOARD 0.05 0.05 0.09 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X REFER TO PROJECT SPECIFICATIONS 3600 W McFadden Avenue4/16/2025 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM 3600 W McFadden Avenue4/16/2025 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City Official Requesting Review: City Reference #: __________________________ City / County: _____________________________________ Date: __________________________________ Contact Name: _____________________________________ E-Mail: __________________________________ Title: _____________________________________ Phone #: _________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County: OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ Updated: 08/30/2021 3600 W McFadden Avenue4/16/2025