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HomeMy WebLinkAbout10147083.pdfRESERVED PARKING m VAN "U*-CHANNEL POST (2 LBS./FT.) PARTIAL' ELEVATION SLOPE TOP —SEE BREAK AWAY CHANNEL ur POST WHEN PIPE BOLLARD GROUND/PAVING IS NOT REQUIRED. SURFACE �01 35W 0 5/16- 0 STANDARD P.C. CONCRETE :q;, I GALVANIZED OR ZINC PLATED SQUARE OR HEX. HEAD MACHINE BOLT WITH NUT. PLAN VIEW V-6" BREAK AWAY CHANNEL POST NAA OF THE THE MIN. HEIGHT OF THE BOTTOM OF THE Z LOWEST SIGN SHALL BE 2, 7'-0". SITE SIGN BASE DETAILS N.T.S. 4 SANTA AA WAL MART EXISTING PARKING DATA STAMAIW SPACES %325 SPACES ACCESSWLE SPACES 33 SPACES TOTAL PARKM r Ykt --U T 1 D La ES, pp NOT NOT CONTRACTOR TO VERIFY SIGNS ARE IN PLACE OR INSTALL PER THIS PLAN. .1 1-11 . . I I - ­11 11-1 - I CODE EDITION — FLOOD 7_0NE­_____WjA______ PTI, ctd(iiel RESERVED THIS SIGN TYPICAL AT PARKING 17" MIN. METAL CAP, TYP. ALL ACCESSIBLE PARKING R99 F SPACES CO THIS SIGN TYPICAL AT r ALL VAN ACCESSIBLE UNAUTHORIZED VEHICLES 12" X 6" PARKED IN DESIGNATED PARKING SPACES ACCESSIBLE SPACES 1_080 THICK ALLUMINUM OR NOT DISPLAYING A PORCEON ON STEEL SIGN MINIMUM FINE *U*-CHANNEL POST 0 -3 DISTINGUISHING PLACARDS z WITH 1 BEADED TEXT. 6" (2 LBS./FT.) 2. OR LICENSE PLATES $250 SURFACE ISSUED FOR PERSONS SIGN TO CONFORM TO ff WITH DISABILITIES MAY CURRENT STATE AND LOCAL C.V.C. 2251 NOTE' THE MIN. HEIGHT BE TOWED AWAY AT C14 CODES AND REGULATIONS. USE 6" PIPE 0­1 OF iiIE BOTTOM OF THE 3.LOCA7E AT MAIN DRIVEWAY -D z LOWEST SIGN SHALL BE c) OWNER'S EXPENSE. BOLLARD FILLED W/ TOWED VEHICLES ENTRIES IMMEDIATELY ADJACENT 2 7'-0". CONCRETE AND PAINTED MAY BE RECLAIMED AT TO AND VISIBLE FROM EACH TRAFFIC YELLOW Q= (SM NOTE 04) STALL OR SPACE, (PER SITE PLAN) 12" r 4.CONTRACTOR TO OBTAIN MEN SIGN IS IN PAVED OR BY TELEPHONING. TO AWAY COMPANY TELEPHONE AREA OR SIDEWALK NUMBER (591M WM 04) 13ER AND ADHERE TO ALL BACKGROUND BLUE 0 APPLICABLE SIGNS. BORDER WHITE SLOPE TOP ih OF CONCRETE —SEE BREAK AWAY CHANNEL FriiE POST WHEN PIPE SOLLARD GROUND/PAVING IS NOT REQUIRED. �PAr_ Ws 1EDIJUEFIHEDE " E SURFACE ivi'Ll, 'GPE CT'O,NSAN" E) T S S . D 3500 4; n 11+0i RS,,"I1 AD'�," ��',402, I 'j P.C. CONCRETE PFION' (714) 647-57i, DISABLED ENTRANCE SIGN f3 C'4 N.T.S. 4 _iN - I-- 0 F 1 -6" MAY 20 S-H ­ be Feld to, pernilif om h-, aDpro /p, flie viclation Of a'ny lem, or structural stabillily Cn' any bu�,Hdinev City oj Santa Ana APPROVED 4.V "j V DISABLED PARKING SIGN N.T.S. NA F I IRE PUT' 80 0 80 1"= 80' 1 !!!!brm scale feet 014. c cis v 0 4010 C c 2.9 &g � A. CT CL wto C-4 vrpof , v ra MAI, A cAl c tre T, z 0 0- ISSUE: CONCEPTUAIg DATE: 04-12- 14 CHECKED: SR DRAWN: DRAWING FILE: 05-601 PROJECT NO.: 1111105-M SHEET NUMBER: cpml OF I SHEETS SCALE: r a w � �i AAR EXISTING PARKING DATA Q-TAWAIM SPACES %325 SPACES ACOESSIWX SPACES 33 SPACES i N 1 1"=80' 80 0 80 1 1 80* 601 scale feet ti C)i Santa AM s. inn z cc 4 T.r zmi .4 < E"' z z 0 X 0ra - ISSUE: CONCEPTU DATE: 04-12-0 CHECKED: SR DRAWN:CN DRAWING FILE: 05-601-T"17 PROJECT NO.: U05-M a_ SHEET NUMBER: Cpw1 OF 1 SHEETS SCALE: r = w mommummommoommmom r • 11„I,1!I uwwl ,� r•1 t: Hx qq lf::um dl:`ilw +;Ut tl�ita�t • , U Illllilll .. �. 144i1+S1 + iilititll ,' own • 111j i f i1111 �Nii ff tl tlil'I!II ..4 Iii) I :11 K01111 SOL Ilk MEN I s1� 11 I lillU • a w . ` • • w i . a . 1 • ♦ a' t to :,r \.kRCRk ,M^, \`•., 3, \r"" `� , \ \. 'S `x:,': "` , :f€ `. vZ ,\. '"� ; :N.�,'h`'a'. L� \,` . •' � ' fi� "^ >��a{ . 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A i i i .r � • ` " i- • • • i r it ` ,a a ` •i a • : ♦ 1 ♦ ♦ 1 So ♦ • a ♦ ♦ a 1 i - ♦ • , • •n •' i i r • -r� w a _j r m o� Ln E00. .. 1 � o c &i 0 LoL0 00 o i do r x x ry 0 DOOR HARDWARE CODE COMPLIANCE 1, PANIC HARDWARE SHALL BE EQUIPPED AND INSTALLED AS FOLLOWS: (a) PANIC HARDWARE SHALL CONTAIN A MINIMUM OF TWO LOCKING POINTS ON EACH DOOR, ONE (1) LOCATED AT THE HEADER, THE OTHER AT THE THRESHOLD OF THE DOOR OR (b) ON SINGLE DOORS, PANIC HARDWARE MAY HAVE ONE (1) LOCKING POINT WHICH IS NOT TO BE LOCATED AT EITHER THE TOP OR BOTTOM RAILS OF THE DOOR FRAME. THE DOOR SHALL HAVE A ASTRAGAL CONSTRUCTED OF STEEL .125 INCH THICK WHICH SHALL BE ATTACHED WITH NONREMOVABLE BOLTS TO TO THE OUTSIDE OF THE DOOR. THE ASTRAGAL SHALL EXTEND A MINIMUM OF SIX (6) INCHES VERTICALLY ABOVE AND BELOW THE LATCH OF THE PANIC HARDWARE. THE ASTRAGAL SHALL BE A MINIMUM OF TWO (2) INCHES WIDE AND EXTEND A MINIMUM OF ONE (1) INCH BEYOND THE EDGE OF THE DOOR TO WHICH IT IS ATTACHED. (c) DOUBLE DOORS CONTAINING PANIC HARDWARE SHALL HAVE A FULL LENGTH ASTRAGAL CONSTRUCTED OF STEEL ATTACHED TO THE DOORS AT THEIR MEETING POINT WHICH WILL CLOSE THE OPENING BETWEEN THEM, BUT NOT INTERFERE WITH THE OPERATION OF EITHER DOOR, 2. ALL OVERHEAD OR SWINGING DOORS SHALL BE EQUIPPED WITH SIDE BOLTS WHICH SHALL BE CAPABLE OF UTILIZING PADLOCKS WITH A MINIMUM NINE -THIRTY-SECONDS (9/32) INCH SHACKLE, (a) THE ENTIRE SLIDEBOLT ASSEMBLY SHALL BE CONSTRUCTED OF CASE-HARDENED STEEL AND SHALL HAVE A FRAME A MINIMUM OF .120 INCHES IN THICKNESS, AND A BOLT DIAMETER OF A MINIMUM OF ONE HALF (1/2) INCH AND SHALL PROTRUDE AT LEAST ONE AND ONE-HALF (1-1/2) INCHES INTO RECEIVING GUIDE. (b) SLIDE BOLT ASSEMBLIES SHALL BE ATTACHED TO THE DOOR WITH BOLTS WHICH ARE NON REMOVABLE FROM THE EXTERIOR. RIVETS SHALL NOT BE USED TO ATTACH SUCH ASSEMBLIES. 3, EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. SELF -RELEASING LOCKING DEVICES ARE REQUIRED. 4. ALL EXTERIOR HINGES WILL BE NRP. k C c r 8 Z6� 1 N II 04 04 00 TLE: ADD ONE ADDITIONAL WATER COOLER TO SERVICE BAY AREA, COORDINATE WITH cv WAL-MART CONSTRUCTION MANAGER. REF MECHANICAL ' TLE COUNTER: REPLACE OR MODIFY COUNTER TO ENSURE MINIMUM 3'-O" SECTION AT 34" AFF EXISTS FINISHES TO MATCH EXISTING TYPE AND COLOR. VERIFY COLORS WITH WAL-MART CONSTRUCTION MANAGER. TLE CUSTOMER SERVICE WALLS: CONTRACTOR TO CLEAN, PREP, AND REPAINT AS DIRECTED BY WAL-MART CONSTRUCTION MANAGER. TLE CUSTOMER SERVICE CEILING: CLEAN ALL TILES AND GRID, AND CHANGE OUT DAMAGED TILES AS DIRECTED BY WAL-MART CONSTRUCTION MANAGER, TLE RESTROOM: REFURBISH - REPAIR/REPLACE PLUMBING FIXTURES AND FINISHES; COORDINATE WITH WAL-MART CONSTRUCTION MANAGER FOR: NEW MATERIALS AND FINISHES, AND REUSE OR REPLACEMENT OF PLUMBING FIXTURES. REF SHEET A3 FOR FIXTURE HEIGHTS AND CLEARANCE SCHEDULE. ADD SECOND TIRE BALANCER TO TLE WHERE THERE IS ONLY ONE. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER. REF ELECTRICAL REPLACE/REPAIR EXISTING SHADE CLOTH REF 9-A3 AND INSTALL 2 NEW HOSE REELS TUNE UP MANUAL AND AUTOMATIC DOORS IN GARDEN CENTER SEASONAL SHOP: CLEAN CEILING. CLEAN, PREP AND PAINT WALLS. COLOR TO MATCH EXISTING. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER. 11 10) 18 56'-8'1 34t-21t 51'-O" 51'-Ott EXISTING TIRE AND BATTERY STORAGE --\ m x m 3 A2.1 SHEET NOTEScq � �� to 1. ALL PLAN DIMENSIONS ARE TO FACE OF FINISH A OR MASONRY UNLESS NOTED OR SHOWN OTHERWISE. d in p" 2. ALL STUD WALLS SHALL BE FIRE RETARDANT m qg WOOD OR METAL STUDS AT 16" OC UNLESS NOTED OTHERWISE, m 9 x DOOR SCHEDULE � gag� u *REFERENCE CONTRACTOR SPECIFICATION FOR E DESCRIPTION AND HARDWARE REQUIRED, o o � 1x RECEIVING 8 NEW 8'-O"x8'-8" DOOR, FRAME AND HARDWARE ,,,Iffil w as �, It,i FCs< STOCKROOMt >, w orZr p u,a ¢5v oz 10 NEW PAIR 3 -0 X9 -0 DOORS, FRAME AND -WwaZ, N HARDWARE ow- I: z�¢t' awizFoo 3?t� nwz8q°Cs>x- C�U.,�aqoU2Q�moafY�4fft.w LEGENDIQ 00 a80wW8�w w�NwS U?zo awmW xmw,Q <t EXISTING WALL TO REMAIN NEW WALL - EXISTING WALL TO BE REMOVED NEW WALL WITH WIRE MESH 1 I i I i 3 RA4 4'-01! 92 -8 I 6 -8 � 94 _0 I 6 _8 a.. !1 53 -4 145 -10 1 5 -4 5 - - _ - _ _ _ _ r 1 ! RELOCATED IALER. VERIFY i i T ' EXISTING EXACT ORIEN ATION AND j MANAGERS OFFICE, a �, W 1 1 LOCATION WI H WAL-MART t 5-RA1 1 1 1 �, Iry EXISTING 5 CONSTRUCTIO1 MANAGER SECURITY M 0 Q 1-0 ___..----___ _-____..., t t _ - -t - _______-_ --_ _ _ _ _ _ _ _ _ _ _ _ _ H 01, ST�CKROOM i ,- ; 10 00 1 , 1 t 1 1 1 I � ______ ______________ __ _________________ __..___... CONTRA TOR TO INSTALL NEW OOR 1 FRAME AND HARDWARE. COLRD HATE WITH RA2 i _ WAL-MA T CONSTRUCTION MAN' GER. _ _ _ 74 3 2 1 51'-O" y y 51'-0" 51'-0" 51'-O" 51'-0" 51'-0" 1501'-4" 00REF DO R SCHEDULE AND 2,3-A2.1 '0 �3, ddf„ 8'_Ot> 92t_5' 6,_4„ 1 i 62°-2" 1 1 6'-4" 140'--9» I ! 1 t J �, a 00 409 -4" I� =x h o o,r2 6 - z Y o � 4 1 I I r i 1 A2.1 C REMODELED t t PHOTO LAB i i ST' 1 t t ( t t .,. o uomo:,,M CONTRACTOR TO REL CATE/REMODEL PHOTO LAB. VERIFY EXACT ORIENTATION t i T TION AND LOCATION WITH ► � � t ��£ -,� � 1 w WAL-MART CONSTRUCTION MANAGER AND t ll JAL Zo SALES FLOOR: OVER AY/REPLACE FLOOR T! E AS MERCHANDISE PLAN RIOR TO INSTALLATION t * t ' DIRECTED BY WAL-M RT CONSTRUCTION MA AGER. REF 2-A2.1 z' , °�` :.." ,:p INTERIOR SALES WAL S AND COLUMNS: CLEAN, PREP CHECKED BY: DCH/R. ,w ` 3 N AND PAINT, COORDINATE COLORS AND LOCATION WITH G_NEW i m ` 1 I WAL-MART CONSTRUCTION MANAGER. ! ! ! REFRIGERATION i i 3 " �� "��� DRAWN BY: Li RA3 Sri 3,-4, 1 � N SOFTLINES AND SHOES: REPLACE FLOORING SALES FLOOR � Qo GASES � � � � _m__ �'' ;,� DOCUMENT DATE: 11-01- ,1 , I AS DIRECTED BY WA., -MART CONSTRUCTION, - w _v1: Z. �' 14 -4 44 -0 `-- PROTO: 2 MANAGER, PER FINAL MERCHANDISE PLAN. t t iov- 4'-0" t t l PROTO CYCLE: 02-1 t t + . ' ' MAINTAIN EXISTING ACCESSIBLE ROUTE TO ALL AREAS OURING FE TRUCTIC?N, COO'RDi ATE t - t _ -- CHANGES IN FLOOR L AND fl00RS WITH i i NOTE TO CONTRACTOR: I ! WAL-MART CONSTRUCTION MANAGER. 1 t t I VERIFY EXACT LOCATION OF t REFRIGERATION CAS WITH 0 I SEASONAL t t ( II °' caw. i � � � WAL-MART CONSTRUCTION SERVICE TO OD 11 .. .,., � 1 �.....' b MANAGER AND N } I SHOP i 1 1 ! It t I ! ul)t t MERCHANDISING PRI T REMAIN `� EXISTING ( 1 t I PRIOR TO STARTING ; 1 SLIDERS + 1 ..�___�. CONSTRUCTION RA1 i/EXISTING I`[REPLACE HARMACY: CL AN PREP, AND PAINT. REPAIR ORFLOORING AND CEI ING A5 DIRECTED. itm��NILLEXISTING t SLIDING METAL i CONTRACTOR TO RELOCATE REMODEL FINISH S, EXISTINGARGATE �."CANOPY I I PETWALL. VERIFYEXACT LOCATION AND OORDINATE WI H WAL-MART CONSTRUCTION MANAGER. VISION CENTER i t ,. - U ( t REMODELED -� _ C T �0 I 1 0 ! ORIENTATION PRIOR TO INSTALLATION 1 1 TOUCH UP CASH MERCH/UPC 1 t1I I I PER FINAL MERC ANDlSE PLAN PHARMACY t!1 t �� COMPUTER } 1 , r-- - - ° (11 Ii t ROOM �_.W EXISTING i 94 - , t, t � , , , i „ I t� I t REMODELED POLYCARBONATEFG CANOPY ( 6'-g" i ° ° ©f MANAGEMENT o �JI t OFFICE - - - - ----- - - t- LAJ EXISTING PET t^ =r o GARDEN WALL ESTIBULE 5 i ^0-) i. I CENTER EXISTING METAL 441i t- t irtl1 � 1 7TT11 1 W 51'-4» CANOPY EXISTING EXISTING EXISTING VERIFY OR INSTALL 6" ADDRESS SLIDING GATE SLIDERS NUMBERS AT FRONT AND REAR ACCESSIBLE TO OF BUILDING IN CONTRASTING NCE REMAENTRIN COLOR TO BACKGROUND. COORDINATE WITH WAL-MART „ 158'-0» , » 6 -8 881_0,1 tt 6 -8 541-0" » 3 -4 68,-1" 50t-511 38t-10tt r CONSTRUCTION MANAGER, ,--FLOOR PLAN * A• 000 VERIFY WITH WAL-MART CONSTRUCTION MANAGER AREA TO CLEAN, PREP, AND PAINT ON ALL EXTERIOR BUILDING SURFACES VERIFY EXACT COLOR WITH WAL-MART CONSTRUCTION MANAGER, � < STORE ,ADDRESS: WAL-MART STORE NO. 2517 462 -0 �� ,,. 3600 W MCFADDEN AVE ISSUE BLOCK A 12-20-04 PLAN REV 03-23-05 PLAN REV #3 07-21-05 CC D #1 cl, i Y 0 EPA m SANTA ANA, CALIFORNIA 92704 ft REPAIR /REPLACE EXTERIOR DOORS AS � I } , I _ DIRECTED BY WAL-MART CONSTRUCTION VISION CENTER: CLEAN CEILING, PAINT MANAGER WALLS -*AND REPLACE CARPET. COLORS TO ' MATCH EXISTING, COORDINATE WITH WAL-MART CONSTRUCTION }MANAGER;- SHEET: Al M REF PLANS FOR WALL WIDTH ui COUNT CONFIGURATION OF N-++--+++ �+++ DRINKING FOUNTAINS [i ++ + 4- PLASTIC BASE RW -OO5 BUMPER RAIL A 17" 1 7 " <�, + 0 <__ u - PLASTIC M 6" PLASTIC BASE LAMINATE 3/4" 4' PLASTIC BASE a PARTIAL ELEVATION BASE CABINET :5:)4 4 NEW RECESSED RECEPTACLE N"E&N C"U"STU"MER' RES)TR`00M. _E,,%v(lSTlNG %3 1/411 = V-01p RM/A020-003 CONSTRUCT NEW SMOKING BREAKROOM ' EXISTING 1—HOUR FIRE RATED HARDWARE AND WINDOW. PATCH AND PER WAL-MART CONSTRUCTION FIRESTOP AT ALL NEW PENETRATIONS REPAIR FINISHES TO MATCH ADJACENT. MANAGER —\\l AS REQUIRED TO MAINTAIN R ING COORDINATE WITH WAL-MART CONSTRUCTION MANAGER 6- 3)) 17'- 21"T� NEW SMOKERS OD INSTALL NEW 4'-O"x,3'-O" FIXED AFF COORDINATE WITH WAL-MART CONSTRUCTION MANAGER RPM FIF-1 � ` 29 G � _� \ BREAKROOM o CONTRACTOR TO PROVIDE BLOCKING AS REQUIRED.AT FIXTURES. —PLASTIC LAMINATE ON 3/4" SUBSTRATE TOP \— HARDN0OD EDGE TRIM TYP `----J 4^ SUBSTRATE ADJUSTABLE SHELVES `---PLASTlC LAMINATE ON 3 SUBSTRATE DIVIDER SIDES AND FRONT EDGE EB -~----PLASllC LAMINATE ON 3 SUBSTRATE \-4" PLASTIC BASE G�l - ^_��� " 22.-6NEW r*j` T 1 OIN' RECESSED NEWRECESSED RESTR00NEL REMOVE ALL PARTITIONS AND FIXTURES. REPLACE WITH NEW MATERIALS AS DIRECTED BY PLANS AND SPECIFICATIONS. REUSE OR REPLACE FIXTURES, TOILETS, AND URINALS. REPLACE ALL PARTITIONS WITH NEW | pu�nnnm� �nn �x/, umn r/non ��/c u� � TOWEL TRASH/ 43'0 i 0 43'1 RECEPTACLE CUSTOMER ... WOMEN ''^`""~"`^^ ~=~ ``~�� '"`~ '�~`~` ^�� ~�30"X48" CLEAR /-----NEYY RECESSED HAND DRYER '2- 1 1 N�G �F�R RELOCATED LOCKERS VERIFY INVOICE OFFICE: CONTRACTOR TO INSTALL EXACT LOCATION WITH WAL-MART DROP -IN CEILING. COORDINATE WITH CONSTRUCTION MANAGER WAL-MART CONSTRUCTION MANAGER. ' TRAINING 32 r3 BREAKROOM: REPLACE A2 REFURBISH ALL EXISTING CABINET AND SINK AS OFFICES. COORDINATE EXTENT OF Cl DIRECTED BY WAL-MART rAIND COLOR OF ANY PAINT OR CONSTRUCTION MANAGER. LAMINATE WITH WAL-MART REF 4 AND 5-A3 CONSTRUCTION MANAGER. @`-O" 15'-0" PHARMACY RECORDS CONTRACTOR TO VERIFY EXISTING LAYAWAY COUNTER S-O" SECTION AT 34" AFF AND MODIFY AS REQUIRED. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER. PARTITION LEGEND SHEET NOTES 1. INSULATE ALL STUD WALLS AT PERIMETER OF 2. ALL PLAN DIMENSIONS ARE TO FACE OF FINISH X_XX OR MASONRY UNLESS NOTED OR SHOWN 3. ALL STUD WALLS SHALL BE FIRE RETARDANT NUMBER INDICATES STUD WOOD OR METAL STUDS AT 16" OC UNLESS PLAN. rHEIGHT NO NUMBER INDICATES NOTED OTHERWISE. LETTER INDICATES STUD HEIGHT TO BOTTOM PARTITION TYPE 12 OF ROOF DECK REFPLANS AND NUMBER INDICATES STUD DOOR SCHEDULE ERENCE SIDE EF REFERENCE SIDE SIZE AS FOLLOWS: OPPOSITE 'SIDE *REFERENCE CONTRACTOR SPECIFICATION FOR 1 - 1 5/8" METAL 6 - 6" METAL DESCRIPTION AND HARDWARE REQUIRED NEW 3' FRAME AND HARDWARE METAL STUDS FIRERATED GYPSUM BOAR PLYWOOD FIRE RETARDANT TREATED------- � IN > Z _RM/A04O-PTL NEW SINK-` NEW DIAPER NEN RECESSED CHANGING STATION HAND DRYER 22"-6" � STU r-% eN jeN & A "MEN" RESTNUUM 12^-2" ^-O 1" CONTRACTOR TO REMOVE EXISTING WAINSCOTING AND REPLACE WITH NEW � PLASTIC LAMINATE AS INDICATED ON PLAN. 4'-0" AFF TYPICAL, 5'-0" AFF AT WALL BEHIND DRINKING FOUNTAINS, COORDINATE EXTENT OF PLASTIC LAMINATE WITH WAL-MART CONSTRUCTION MANAGER. REF 5,6-A2 REAR OFFICES: CONTRACTOR TO CLEAN AND REPAIR CEILING GRID AND REPLACE DAMAGED CEILING TILES AS DIRECTED BY WAL-MART CONSTRUCTION MANAGER. CONTRACTOR TO CONTRACTOR TO REPLACE/RELAMINATE LAYAWAY REPAIR REPLACE EXISTING COUNTER, FINISHES AND COLOR COORDINATE WITH FINISHED DAMAGED DUE TO WAL-MART CONSTRUCTION MANAGER. NEW CONSTRUCTION EXISTING WALL TO REMAIN NEW WALL EXISTING WALL 0 BE REMOVED NEVYWALL WITH WIRE MESH EXTENT OF PLASTIC LAMINATE WA|NSC(}T B�SllN(�1-HOUR FIRRATED WALL TO REMAIN E SMRE ADDRESS: WAL-MART STORE NO. 2517 ISSUEBLOCK Al2-20-04 PLAN REV #1 A03-23-05 PLAN REV #3 IT CHECKED BY: DCH/RM DRAWN BY. LJE DOCUMENT DATE: |- 11-01-04 PROTO CYCLE: ^ 02-11-JO5 / i _ \ ' RENEWAL DATUEE, 11 � 6i 0 � 0 s- �a r- j (=i - V) w v >� cn e < O E L U 0 w O v � o a WIN .. CRIPPLE STUD CLEARANCE CAPT' TRAC INSTALL CO' AT LATCH ON SINGLE PARTITION FLOOR TRA{ T" 0 L J 6 N TS 5/8" FIRE RATED GYPSUM BOARD-----,, GYPSUM BOARD ZINC CONTROL JOINT STRIP VERTICAL GYPSUM BOARD CONTROL JOINT BOTH SIDES REF SPECIFICATIONS 5/8" GAP----' 1-1 5/8" DRYWALL SCREWS AT 24" OC 5/8" FIRE RATED p GYPSUM BOARD U GYPSUM BOARD 1" VERTICAL GYPSUM BOARD v S 10 5 V ! ! •J V ! Y ! U L,.J 1 1 /2" = 1'-0" 3'-0f$ 3>_64}J -- FILM DROP COPY BOX 0j PRINT In STATION 0 CABINET i� U ARD CONTROL. JOINT RM/AO60-002 4'-10" 8'-0" 8'-O" CAMERA CAMCORDER coca 1:3 CD DISPLAY DISPLAY CABINET D CHASE WALL SERVICE FP 922 STAND-UP COUNTER SP CABINET E POWER POWER POLE FRONTIER POLE CABINET 390 CHASE- T WALL I� 17 0 FRONTIER 370 --CHASE DIGITAL PRINT WALL CENTER .METAL DIGITAL METAL PRINT FILM FILM CABINET C CENTER CABINET CABINET F - --------------- CHASE WALL 2'-43„ 6,-343" 6'-0" 27'-3" WATER HEATER CABINET B CABINET A A--------- CABINET G— VERTICAL CHASE 6'-0" 2'-0" 3'-112» INTERIOR NON --LOAD BEARING -- LINTEL SCHEDULE PARTITION LINTEL LENGTH LINTEL MEMBERS MINIMUM EFFECTIVE PROPERTIES 2' TO 6' 2 6"-18 GAUGE Ix = 2.351 in.^4, Sx = 0.779in.^3 6' TO 8' 2 6"--16 GAUGE Ix = 2.991 in.^4, Sx = 0.991 in.^3 8' TO 10' 2 6"-14 GAUGE Ix = 3.680in.^4, Sx = 1.219in.^3 10' TO 12' 2 8"-18 GAUGE Ix = 4.756in.^4, Sx = 1.182in.^3 12' TO 14' 2 8"-16 GAUGE Ix = 6.061 in.^4, Sx = 1.506in.^3 14' TO 16' 2 8"-14 GAUGE Ix = 7.474n.^4, Sx = 1.857in.^3 16' TO 18' 2 9 1 4"-14 GAUGE Ix = 10.731 in.^4, Sx = 2.3071n.^3 18' TO 20' 2 11 1/2"-16 GAUGE Ix = 15.029in.^4, Sx = 2.601 in.^3 �---- METAL STUD GYPSUM BOARD I PER SCHEDULE BOTTOM TRACK I TOP TRACK I 2 STUD LINTELS j--FINISH AS I INDICATED Lj L J -4— I BOTTOM TRACK VARIES �► iAlm DOOR SCHEDULE 5 *REFERENCE CONTRACTOR SPECIFICATIONS FOR DESCRIPTION AND HARDWARE REQUIRED. MANAGEMENT 15A 3'-0"x7'-O" DOOR FRAME AND HARDWARE NEW BATTERY PASS THRU DISPLAY REF 10-A3 ------- ---------- �---- -r_--�---------- 12'- 6" ' DEMO EXISTING WALL AS REQUIRED TO CREATE A 12'-6" OPENING AS SHOWN DASHED. COORDINATE WITH WAL-MART CONSTRUCTION MANAGER REF 4-A2.1 AND 11-A3 9 Iwo, A AM wo-if WREN A021-004 18'-91" 22,-6" f� 4 r%xd i i PORTRAIT + t' }! STUDIO cv } 1 f 2 72 SHEET NOTES 40 mm INSULATE ALL STUD WALLS AT PERIMETER OF Qom TOILET WITH 3 1 /2" BATT INSULATION. ALL PLAN DIMENSIONS ARE TO FACE OF FINISH ' OR MASONRY UNLESS NOTED OR SHOWN OTHERWISE. ALL STUD WALLS SHALL BE FIRE RETARDANT WOOD OR METAL STUDS AT 16" OC UNLESS NOTED OTHERWISE. LEGEND mm mm EXISTING WALL TO REMAIN NEW WALL EXISTING WALL TO BE REMOVED NEW WALL WITH WIRE MESH ......................................... EXTENT OF PLASTIC LAMINATE WAINSCOT FINISH SCHEDULE P36 SW6989 SEMI -GLOSS "DOMINO" P44 SW6666 SEMI -GLOSS "ENJOYABLE YELLOW" 1, PLASTIC LAMINATE PL15: NEVAMAR: MKT--001 T GOLDEN IRON MOON ROCK WILSON ART: 13041-HW-60 BRONZE TERRA 2. PLASTIC LAMINATE PL18: NEVAMAR: PON-003T PAINTED DESERT WILSON ART: 13042-HW-60 ARTISTRY GOLD 3. PLASTIC LAMINATE PL19 : NEVAMAR: ARP S-2-3T CHAMPAIGN 4. PLASTIC BASE-8-6-1 PARKLAND PLASTIC: BLACK 6" BASE 5. PLASTIC BASE B9 : PARKLAND PLASTIC: BLACK 4' BASE 6. PLASTIC BASE B10 : PARKLAND PLASTIC: BLACK 3"x6" CORNER ANGLE VESTIBULE DOORS: REPLACE OR REPAIR MANUAL AND AUTOMATIC} DOORS AS DIRECTED BY WAL-MART CONSTRUCTION MANAGER. DOORS AND i4 ;� 1H FRAMES TO MATCH EXISTING. it 4'-0" AFF PORTRAIT STUDIO: CLEAN CEILING, PAINT ii PLASTIC LAMINATE t WALLS AND REPLACE CARPET. COLORS TO REF 5-A2 MATCH EXISTING. COORDINATE WITH WAL-MART f CONSTRUCTION MANAGER. �i -- __ _____ j CUSTOMER _ i - DEMO EXISTING SERVICE COUNTER AS - fE SERVICE 4 I c� REQUIRED FOR MODIFICATION OR NEW f t r ; C CONSTRUCTION. EXACT LOCATION TO BE DETERMINED BY WAL-MART CONSTRUCTION M a> 1 t �( i i INSTALL NEW DOOR, FRAME f MANAGER U) REMODELEC AND HARDWARE c0N 4-'A2 8'-0" o i l COMPUTER i EGRESS WILL BE AFFECTED ' I i i ROOM 1NO BY SCOPE OF WORK. CONSTRUCT NEW SERVICE �, ;; "^ INFILL EXISTING DOOR OPENING, COUNTER. COORDINATE REMODELED ����---- - PATCH AND REPAIR TO MATCH :..-- _� WITH WAL-MART �� MANAGEMENT 15A __ ADJACENT WALLS CONSTRUCTION MANAGER „ aFFI CE f -----------------------------=______ �-_.___�n� NK WITH SILVER RECOVERY UNIT INCLUDING SECONDARY SPILL CONTAINMENT PALLET CONTRACTOR TO VERIFY EXACT ORIENTATION AND LOCATION WITH WAL-MART CONSTRUCTION MANAGER AND FINAL MERCHANDISE PLAN PRIOR TO INSTALLATION 12'-1 to I { VESTIBULE 3'-9" 22'-4�i 14'-4") 22-4 „ ------------- 13 r10 INFILL EXISTING WINDOW g'-0" g'-4" OPENING PATCH AND REPAIR < TO MATCH ADJACENT WALLS f� CONTRACTOR TO REPLACE/RELAMINATE r CUSTOMER SERVICE COUNTER. COORDINATE FINISHES AND COLOR WITH WAL-MART CONSTRUCTION MANAGER. CONTRACTOR TO REMOVE EXISTING WAINSCOTING AND REPLACE WITH NE PL15 PLASTIC LAMINATE AS INDICATED ON PLAN.': 4'-0" AFF TYPICAL, 5'-0" AFF AT WALL BEHIND DRINKING FOUNTAINS. REF 5,6-A2 WAL-MART STORE NO. 2517 3600 W MCFADDEN AVE SANTA ANA, CALIFORNIA 92704 tLi !)�81,wm xoz<- W no p01w,x `0S0,u- � >, 4or-z&F_<aw o� uiv �w¢Xcnwc`�y�¢> Z © a000a~asx ..<v�a�v_i-w '�ovsa Q O"�momwL i ,z0, u w owlzzW<awc�ooc�ao>- vszocL ¢amrnwwwzrxwd U3 ��dc.>acnu.acxa.a..wcacx.� CHECKED BY: DCH/RM DRAWN BY: LJE DOCUMENT DATE: 11-01-04 PROTO: 129 PROTO CYCLE: 02-11- 05 SHEET: A//�) �..r•1 CEILING �. ATTACH TO CEILING GRID DUST DRAPE DEMO AREA DUST DRAPE CONTINUOUS 2"x4" DUST DRAPE HOLD DOWN---- 2x4 TOP PLATE-----' 2x4 STUD AT 96" OC- 2x4 BRACE AT 96" OC CONTRACTORS OPTION ON ATTACHMENT 2x4 BOTTOM PLATE ANCHORS•. I),-TEMPORAR ci co w w z 0 r w n 0 m w ry c� �a O u'0 c ° <c i " I �<t �w I z E� 0 po oQ Lo 60 , 6 MIL CLEAR POLY SHEETING OVERLAPPED AT JOINTS A MINIMUM OF 1'-O" 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. REF SHEET A2.1 FOR LOCATIONS + + 1 /2" CD PLYWOOD {,+ ATTACHED TO STUD AT 0 12" OC MAX CONTINUOUS SEALANT BEAD AGAINST PLYWOOD AND FLOOR FLOOR EXISTING STUD WALL BEAD OF SILICONE CAULK - ___ 41 0 ACOUSTICAL INSULATION 6"x6" CERAMIC TILE ON 5/8" CONCRETE FIBER BACKER BOARD 0 C3 l� ON •s• FLOORFINISH SEALANT CUSTOMER h',.__RESTROOM OPTION =FWAklllllllilll�ems 1 3/4" = 1'-0" 013004 RM f AO30 -029 • Ar>E ! i t CCENT TILE T6 I G141 ELD TILE :T17 G14 3"x 3" TILE r , CT16 G13 HIGH COVE CT16 G13 PLASTIC LAMINATE ON 3/4" SUBSTRATE COUNTER TOP AND BACKSPLASH PL19 1 x4 WOOD BLOCKING 2x4 DRAWER, OMITTED UNDER SINK TEXTURED PLASTIC LAMINATE ON HARDBOARD 3/4" SUBSTRATE SIDING ADJUSTABLE SHELF OMITTED UNDER SINK PL19 PLASTIC LAMINATE ON LOCKERS 3/4" SUBSTRATE FRONT AND EXPOSED ENDS PL19 RESILIENT PLASTIC LAMINATE ON BASE 3/4" SUBSTRATE BOTTOM PL19 FINISH FLOOR 2x WOOD BLOCKING CONTINUOUS 2x4 RM /AO30-035 DOTE: VERIFY AND COORDINATE WITH WAL-MART CONSTRUCTION MANAGER _OCATIONS AND QUANTITY OF -OCKERS IF REQUIRED. 2x4 AT 24" OC WITH 3/4" PLYWOOD TOP AND TOP RM/A030-003 1 /2 OF TRENCH WIDTH (12" MAX) NEW CONCRETE SLAB PAVING LINES EACH SIDE TO MATCH EXISTING C a n a a ATCH EXISTING #4 DOWELx18" (4" MIN) AT 18" OC COMPACT FILL CONDUIT OR PIPE DEPTH TO BE DETERMINED PER FIELD CONDITIONS AND 2" SAND LOCAL CODES. CUSHION n6 3 TRENCHING DETAIL /4" = 1'-0" RM /AO30-022 BUILDING WALL 2"x3/4" PLYWOOD FUR STRIPS AT 48" OC (PROVIDED BY WAL-MART) — - PEG BOARD SHELF STANDARD MOUNTED ON FUR STRIPS THREADED BOLT AND NUT FROM BACK OF FUR STRIP SPACE AT 24" OC VERTICALLY C A THREADED BOLT AND NUT FROM BACK OF FUR STRIP SPACE A / 24" OC VERTICALLY- (2) HILTI SLEEVE EXISTING WALL ANCHORS AT EACH THREADED BOLT OR 2"x3/4" PLYWOOD FUR RAMSET WITH WASHER STRIPS AT 48" OC THREADED BOLT AND (PROVIDED BY WAL-MART) NUT FROM BACK OF FUR STRIP SPACE AT 24" OC VERTICALLY PEG BOARD BETWEEN 2"x3/4" PLYWOOD SHELF STANDARDS FURRING STRIP AT 48" OC SHELF STANDARDS MOUNTED ON FUR STRIPS _ WALL STANDARDS (2) HILTI SLEEVE ANCHORS AT EACH THREADED BOLT BASE LOCATION TO ANCHOR FUR STRIP TO CMU WALL --- (BUNTING RM/AO30-002 M. KID/AU�U-UZ,.) CUSTOMER RESTROOM FIXTURE SIGNAGE LEGEND HEIGHTS AND CLEARANCES NOTES: IBLE RESTROOM FACILITIES 1. CENTER TOILET SEAT DISPENSER ON BACK WALL 1. ACCESS SHALL IB IDENTIFIED WITH A BEHIND WATER CLOSET IN STANDARD STALLS. SIGN. 2. MOUNT TOILET SEAT DISPENSER ON PARTITION 8" 2. TACTILE SIGNAGE SHALL BE SIDE WITHOUT HANDRAIL, 12" FROM FRONT EDGE !A;NDICAPSIGNAGE IMUM LOCATED ON THE WALL TO THE OF WATER CLOSET SEAT IN ACCESSIBLE STALLS. DOOR'S LATCH SIDE AT A HEIGHT MOUNTED WITHIN 8" OF OF 60" AFF. SIGNS MAY BE PLACED 3. TOILET TISSUE DISPENSER SHALL BE WITHIN 12" JAMB ON STRIKE SIDE ON THE NEAREST ADJACENT WALL OF THE FRONT EDGE OF THE WATER CLOSET. WHEN THERE IS NO WALL SPACE ON SIGN THE LATCH SIDE. 4. FLUSH CONTROL SHALL BE ORIENTED TO WIDE o 0 3. CHARACTER AND SYMBOLS OF SIGNS SIDE OF STALL. 0 8' SHALL BE IN CONTRAST.WITH THEIR MAX BACKGROUND AND SHALL BE MATTE 5. NO EXCEPTIONS ARE PERMITTED IN THE FF OR OTHER NON -GLARE MATERIALS OR INSTALLATION OF ACCESSIBLE ITEMS. FINISHES. CONTRACTOR TO VERIFY ACCESSIBLE ITEMS ARE INSTALLED PER FIXTURE SCHEDULE. 6 6. CONTRACTOR TO PROVIDE BLOCKING AS WALL SIGNAGE: TACTILE, REQUIRED AT FIXTURES. LETTERING, BRAILLE AND A PICTOGRAM IS t �-'� a> U" ixi 36" REQUIRED ON THIS SIGN. MEN WOMEN 6 ----- C'4 DOOR MOUNTED OA, }-q" SIGNAGE. THE ONLY ra1$>' d AROUN PICTOGRAM TO BE USED ON THIS SIGN IS THEs INTERNATIONAL SYMBOL r- GRAB BAR CLEAR TURNING OF ACCESSIBILITY. Ai DIMENSIONS TYP RADIUS TYP HAND DRYER/TOWEL SANITARY DISPENSER TOILET SEAT NAPKIN Q-- - DISPENSER DISPOSAL D F9sr 4 1 /4" CHAMFER AT _ Q a 0 PLASTIC LAMINATE AND HARDWOOD EDGE MODULAR LAVATORY `-� MIRROR TO 1„ PLASTIC LAMINATE ON MATCH LAVATORY 3/4" SUBSTRATE '� SEALED HARDWOOD EDGE TRIM TYP Q CABINET EDGE SECTION. tJ 3"=1'-0" RMfA030-033 NOTE: INSULATE ALL EXPOSED PIPING AT SINK 8'-O" "I 2'-6" 31-0" 2'-6" 'l wil"Fi )�QABINET ELEVATION 1/2" = 1'-0" 013004 RM/A030-034 • •i 2'-6" PLASTIC LAMINATE ON 3 4" PARTICLE BOARD PL19 <=�cv 3/4" CORNER MOLDING CONTINUOUS 2x4 BLOCKING 0 � u `�' o � n 2x2 ADJUSTABLE TUBE N cn -r STEEL AT 48" OC l o MAXIMUM PAINT, TYP z D GE ATTACHMENT /-ALA COUNTER SECTION 1 1" = 1'-0" RM/AO30-001 PLASTIC LAMINATE ON 3/4" SUBSTRATE COUNTERTOP AND BACKSPLASH PL19 PLASTIC LAMINATE ON 3/4" SUBSTRATE FRONTS AND EXPOSED ENDS m WAL-MART STORE NO. 2517 3600 W MCFADDEN AVE SANTA ANA, CALIFORNIA 92704 MIRROR Q i 3 8» MAX MAX STANDARD ACCESSIBLE LAVATORY LAVATORY nFl_ F 0 Q a # _ - o M TYPICAL CUSTOMER TOILET 2'- 8„ HC STD WATER CLOSET ,CLOSE T 6" MAX 36" 0 TT cUj 18" o Uj o ca t TYPICAL CUSTOMER TOWEL DISPEN ER/ URINAL TRASH RECEPT CLE 2'--6" 2r-8„ � t � 10 1 /2" ' -,�- STD HC URINAL URINAL la x< _ `4 cs h HC - ao r VARIES 4 ,. MISCELLANEOUS MOUNTING HEIGHTS TELEPHONE ACCESSIBLE TELEPHONE ELECTRIC WATER COOLERS o STANDARD ACCESSIBLE IF- ¢ � ® �- 0 cn RUI ,r _, �141M u ozmug mm m .io x r j ca 119 � w Lo': L,. a as `�`''�¢ a3 �, zwr- 20.. �H W p r yr w 's 5 U �, o 5 Ly-cy- o ¢a � ~��aoyzz'srvw LL- 0.N `tOF2� dj� 0 d �4Xwa� �mZzc"'ox wo zl� CL a 6aU, www*wm �_ cnm'Z8a avwi aa"MR< a vcsmL:)Maa6alLm L;ISSUE BLOCK®� CHECKED BY- DCH/RM DRAWN BY: LJE DOCUMENT DATE: 11-01-04 PROTO: 129 PROTO CYCLE: 10-04-04 SCHEDULES AND DETAILS 00 z 0 ul Q G(? z O Li D-� SHEET: A3 ci �t- 0 U2 w w z w 0 75 w c� l ca cn 0 -v c� Lz 00 Ld �U v Cy < � U <C z C� <C w U> d t— z i <C U) �b �o Lo d- 10 0 Ln C*4 0 0x cv x x ci `q- 0 0 aCII / �) . i.s.t I 0 �s i ram- 0 w 1 w r in i J w r) 0 w r -0o cs n z -p 0 UJU �Q �0 dI w < � d d E� 0 N 00 U-) 60 0 0x x x o + N 0 X FREEZER DOOR TRACK PROVIDED BY COOLER/FREEZER MANUFACTURER 2" DIAMETER PIPE CLIPPED TO DOOR TRACK PROVIDED AND INSTALLED BY G.C. EXISTING FLOOR SLAB 4" DIAMETER CORE DRILL BY G.C. CONCRETE FILL BY G.C. FREEZER TRACK SUPPORT DETAIL 1 /2" = V-0" RGR\CFB-018 8" X 16 GA. METAL STUDS ON END W/CONT. TRACK AT TOP JUST BELOW BOTTOM OF 7114R" R 1 /2" C-D PLYWOOD. COVER PLYWOOD W/FRP. COLOR TO MATCH ADJACENT FINISHES - C' THIS SIDE OF CHASE TO BE REMOVABLE -- INTERMEDIATE 6" X 16 GA. METAL STUD TO MAINTAIN MAX. STUD SPACING VERTICAL REFRIGERATION LINES MOUNTED TO UNISTRUT; UNISTRUT TO BE ATTACHED TO WALL OF CHASE REF VERTICAL LINE SUPPORT DETAIL------ -- PROVIDE 1"x1" STAINLESS STEEL ANGLE AT ALL CORNERS. SECURE REMOVABLE SIDE WITH STAINLESS SCREWS AND GROMMETS AT 12" CENTERS EXISTING CONCRETE SLAB L-NEW LIFT CLEARANCE SECTIONAL DOOR TRACK EW DOCK SEAL g ' NEW HEADER REF STRUCTURE NEW DOCK SEAL BEYOND VINYL COVERED RIGID EXTENSION DEPTH TO BE 12" (NOMINAL) MAX NEW SECTIONAL OVERHEAD DOOR REF DOOR SCHEDULE RA3 EXISTING CONCRETE FLOOR SLAB k-1 o"Iff"m WALL SECTION. 5 3/8"=1'-O" REF 1-A1 RA010-005 MCQUE RAIL PROVIDED REFRIGERATED BY WAL-MART CASE INSTALLED BY RC �MAX MCCUE CARTSTOP RAIL RTSTOP LEG CA 7/8" OD STAINLESS u) STEEL SLEEVE 1/2 OF TRENCH WIDTH (12" MAX) EACH SIDE--\ #4 DOWELx1 AT 18" OC - CONDUIT OR PIPE 2" SAND CUSHION 3/4" = 1'-0" REF 1-RA1 TAIL RA01 0 5 1 CEILING HEIGHT AND TYPE NO CEILING - OPEN TO STRUCTURE EXISTING RED EW DISPLAY SHELVING TILE TYP (BY WAL-MART) NEW CHASE ..- - - ..- ...- ....- ,,.- .� ',..- .`w"...- .,.,.--� FRZN CASE T T T RL3 4 1 w `no 3 v ! REF PLUMBING FOR RA1 ! 00 Z iI I FLOOR SINK DRAIN 0 � w W : � � LOCATION � cr !y 0 ' uj 0 REF 4-RA1 FOR MISC w i TRENCHING DETAIL -- ---- - - - - - - -- - - - D w ,t d uj� � REFRIGERATION VERIFY EXACT LOCATION OF REFRIGERATION CASES WITH WAL-MART CONSTRUCTION MANAGERS, MERCHANDISING PRINT AND STORE PLANNING SET UP SUPERVISOR PRIOR TO STARTING CONSTRUCTION u.- CONTRACTOR TO INSTALL NEW CARTSTOP AND CORNER GUARD AROUND NEW CASES. i w 0 REF 2-RA1 N a i •=j REF STRUCTURAL DRAWINGS REFRIGERATION CONTRACTOR ' ' I --i wIF I FOR CONDENSER SUPPORT SHALL FURNISH AND INSTALL , i ! FRAME AND STRUCTURAL STAINLESS STEEL TRIM TO w N REINFORCEMENT DETAILS CLOSE ANY GAPS THAT ARE Tr w LEFT AT ENDS OF CASES 0 AFTER THE CASES ARE SET IN ! v i THEIR FINAL POSITION. 0 Lu Li �L ! 00 ILI rl ol f 3 L -L ..L I IREFRIG CASE JL }-I RM3 NEW DISPLAY SHELVING (BY WAL-MART) CASE PLAN 1(--)4REFRIGERATED /8" = 1'-0" REF 1-A1 RA010-001 mn STORE ADDRESS: WAL-MART STORE NO. 2517 3600 W MCFADDEN AVE SANTA ANA, CALIFORNIA 92704 C m L. z A x � � E th CC3 WA Lli w w 1,, n ogol !tz'�<iz ow zWN Q7rQ n4 iELa�°L,i�csio cep Lo CL a ,rwfrFQc� Uf`'J �W`zSXViWpQr 0 W`LIJ6 �BU�M pa zOp �iY CLxvppQp�wwzwm mV) ��<uoc5iacai �ttauw as IISSUE BLOCK CHECKED BY- DCH/RM DRAWN BY- LJE DOCUMENT DATE: 11-01-04 PROTO: 129 PROTO CYCLE: 10-04-04 M CZ FIXTURE PLANS AND DETAILS SHEET: Al GENERAL. � sit SHEET NOTES 1 V ` FACE OF FREEZER �d INSTALL (2) BEADS OF CONT SEALANT 1. ALL PLAN DIMENSIONS ARE FACE OF STUD OR z PER PANEL MFR RECOMMENDATIONS MASONRY UNLESS NOTED OR SHOWN OTHERWISE. 1" 2. ALL STUD WALLS SHALL BE FIRE RETARDANT p" 3/4- X 3" PLASTIC TRANSITION STRIP WOOD OR METAL STUDS AT 16" OC UNLESS (KORLYTE). ATTACH WITH12x3" ZINC NOTED OTHERWISE. 3, REFRIGERATION CONTRACTOR SHALL FURNISH COATED WOOD SCREWS AT 18" OC AND INSTALL STAINLESS STEEL TRIM TO R STAGGERED AND CONSTRUCTION ADHESIVE CLOSE ANY GAPS THAT ARE LEFT BETWEEN THE END CASES AND LONG CASE RUNS m (2) 2x12 PRESSURE TREATED AFTER THE' CASES ARE SET IN THEIR FINAL L' j BLOCKING AT PERIMETER POSITION. cc SLIDING DOOR FRAME 4, REFRIGERATION PIT DIMENSIONS ON PLAN ARE W ctc AND TRACK OUTLINE 14'-0" 2" 14'--0" STOCKROOM COOLER/FREEZE SUB -SLAB REF INSIDE CLEAR DIMENSIONS; SPOT ELEVATIONS w OUTSIDE FACE STRUCTURAL DRAWINGS INDICATE LEVEL OF BOTTOM MOST POINT OF r° OF FREEZER PVC PIPE WHERE IT CONNECTS TO A CCD 14.a EXTRUDED POLYSTYRENE CONCRETE PIT; PVC PIPE TUNNELS TO SLOPE L.RIGID INSULATION 2 LBS DOWN TOWARDS RISERS AT 1" PER 20'-0" _N 2'-0" 2'-0" � PREMANUFACTURED ( ` FREEZER/COOLER PANEL ) 0 PER CUBIC FOOT DENSITY RUN. w U is IN 5 DIMENSIONS OUTERMOST POINTS OFTHECASEN CASES S; TO •s %� ENDCAPS AND BUMPERS ARE CONSIDERED w�-a�nB © 2" DIA. ,a 4e' 'A PART OF THE CASE, WHERE THEY OCCUR. a�a400�� © SUPPORT HUB DRAIN; REF PLUMBING O a o is aH Zorn-z0 a=wF_ DIMENSIONS ON THE FIXTURE PLANS ARE FOR � dz cso. <a N °� = AND FREEZER COOLER •— LAYOUT OF OWNER —FURNISHED ITEMS ONLY U w z vYwpNa Vla4ywvs i w w�s Ow off: 1 AND ARE NOT TO BE USED FOR LOCATION OF a 3va�pa a bar-` rss INSTALLED 6„, x �. ct WALLS AND OTHER CONTRACTOR BUILT ITEMS. �� zv°i�a wrow�eawa��� ta :> a a c�u wt�a zv'. a BY GC S» 6" 8„ ��, 6" x 6" CONC CURB; 8 a , � 88-awwzwc f REF 4--RA2; LEAVE GAP fi MIL POLYETHYLENE �=- NN�a�aa AT DRAIN VAPOR RETARDER WITH F��tt�vra�aaa wc�a _ TAPED JOINTS LEGEND !$»' 3'-2 » ' 3'-2 » ' 5'-0' ► 2•_0" ! 3'-7" ! 3'-7» ! 5r-Ott ! 4'-6" 0--al REF FOUNDATION PLAN FOR SLAB AND REINF 19 EXISTING WALL TO REMAIN COOLER/FREEZER ELEVATION. URB FUNNEL DRAIN. INSULATED FREEZER PAD NEW COOLER FREEZER WALL 9 1/4" = 1'-0" RGR/CFB-016 81"-1'-0" REF 1-RA2 RA020-009 7 3/4"=1'-O" REF 1,2-RA2 RA020-008 ABBREVIATIONS �. PLASTIC BOLLARD 3 ("ig SLEEVE REF SPEC � � N ROUND OFF TOP GC - GENERAL CONTRACTOR . , ' C..) Q RC - REFRIGERATION, EMS, AND HVAC 77 4"0 PIPE BOLLARD, WELD TO CONTRACTOR a, BASE PLAT D FILL WITH Ld 1 10 CONCRETE; P5 YELLOW PLASTIC BOLLARD 3 REC -REFRIGERATION CONTRACTOR CAL CONTRACTOR SLEEVE REF SPEC C�� ! FILL WITH r o gvg cl ROUNDEOFFATOP FREEZER FLOOR 4" DIAMETER PIPE BOLLARD: c 1 CORE DRILL ALL BOLLARDS ALL NEW CONCRETE TO BE COOLER STEEL SLEEVE; GROUT 0 VERIFY LOCATION WITH SEALED REF SPEC 03300 �• FILL AROUND BOLLARD ; WAL-MART CONSTRUCTION PREMANUFACTURED }�� COOLER PANEL BY �i ► 8"x8"x1 /2"THK BASE PLATE 3 KYSOR WITH (4) 1/2" x 4" LONG EXPANSION BOLTS F'.18" ISSUE BLOCK FLOOR SLAB SEALANT %o o POLYETHYLENE ``'BETWEEN CURB AND 03 -23-05 PLAN REV i a .ER CORE DRILLiyCOOLER WALL FILL b. SLOPE 1 /2'� _ FOR INTERIOR OF SECTION ° FREEZER BOX ONLY 6" x 6" CONC. CURB #4 x 6" AT 24" O.C.7 BOLT MOUNTED CORE DRILLED BOLLARDS AT FREEZER BOLLARD DETAIL CURB DETAIL 6 3/4"=1'-O" REF 3-RA2 RA020-006 5 1 /2" = V-10" REF 3-RA2 RA020-005 -I 1 "=1'-O" REF 1-RA2 RA020-004 CHECKED BY: DCH/R' DRAWN BY - DOCUMENT DATE: 11-01-0 PROTO: 12 sMLAdIdL PROTO CYCLE: 02 : 11 <-C _0 uj c� NUNN L L7 m INSULATED SLAB 9-RA2 d- DOOR TRACK OVERHEAD 1=-0„ } REF MANUFACTURER VERIFY EXACT LOCATION OF r> RA2 14'-0" 2' 14'-0" 3 COOLER/FREEZER BOXES WITH RA2 WAL-MART CONSTRUCTION MANAGERS, ,� _ MERCHANDISING PRINT AND STORE 7 -0 7 -0 PLANNING SET UP SUPERVISOR PRIOR -j o SEALED CONC CURB ;q � AT PERIMETER OF TO STARTING CONSTRUCTION. !� v COOLER FREEZER --_ _ -----_ `� _ _..-..-___— - 0 0" o 0 0 0 0 0 REF 8-- RA2 AND PLUMBINGca .;" NOTE: `j .fir. NEW FREEZER - FOR FLOOR DRAIN LOCATION ' ¢ DOOR OPENING CORE DRILLED CENTER DOOR ON BOX - SOX ABOVE . { _..__....__-.--..-- --­t ------- < 7-RA2 °�- Y ° _ ^ _a AND DETAILS � v » BOLLARD (TYP} o c� SHOWN DASHED 4-RA2 _ a �, WIDTH + 1 -4 —2 DIAMETER GALVANIZED PIPE 4- < REF 5-RA2 CONCRETE CURBS C 60 X84 60 X84 cn a� y -o ¢ PROVIDED AND INSTALLED BY G.C. _ _ `� �/ - 4 - - - REF 4-RA2 I- - I DOOR DOOR REF 6-RA1 E le i . I 4" EQUAL EQUAL 5'-0" "�r COOLER I FREEZER REF 2-RA2 'I=OR. FREEZER v i 14 X14 X1O H. INSULATED CONCRETE SLAB LJ ! 14 X14 X10 H. LOCATION c 0 WALK IN WALLS NEED TO BE 1 GE A[�/'tiC" ( ! 1.. R COVERED 8'-0" AFF WITH 5f8" OW DOOR BY OWNER -- -- --- TO BACKCOOLER BOX AND CD OROOMHTRAFFIC AND c BOLT MOUNTED BOLLARDS ERE EXPOSED SCALE 0 i BETWEEN WALK IN DOORS. CORE DRILLED PIPE AT FREEZER INTERIOR (TYP) `� COORDINATE WITH WAL-MART 41 BOLLARD AT REF 6-RA2 PLAN a INTERIOR COOLER EXISTING CONSTRUCTION MANAGER. STORE ADDRESS: DETAILS REF 5-RA2ZZ NOTE: CONCRETE CURBS ARE TO BE FORMED STUD WALL REMOVE EXISTING 0 � SHELVING SYSTEM IN NEW WAL--MART STORE NO. 2517 AFTER WALLS, COOLERS, ETC. ARE IN PLACE, u) a USING FACE OF WALL OR BOX AS SIDE FORM. COOLER/FREEZER AREA 3600 W MCFADDEN AVE o DETAIL IS TYPICAL OF BOTH RIGHT AND LEFT HANDED SLIDING DOORS. FREEZER INSULATED SANTA ANA, CALIFORNIA 92704 K7 o r) X 33 DETAIL AT SLIDING DOOR CONCRETE PLAN COOLER FREEZER PLAN SHEET 2 1/2" = 1'--0" RGR/CFB-020 1/4" = 1'--O" REF 1-RA2 RA020-002 1/8" = 1'--0" REF 1-A1 A011-002 zN RA21 CL ai 0) 0 M 0 i Un w w r w c) 0 m ,_,., ry C.� Y 0 � Z 10 C.a V)Q ty z L� IQ Eco 0-V) d' 0 0 r ( 0 �0 ca `V 0 x N x x 00 > N oll z CHAINLINK FENCE NOT SHOWN FOR CLARITY I GROUND COMPRESSOR UNIT CMU SCREEN WALL BEYOND I cl"l) AT 1 /8" w-�1 RA030-009 CUNT BENT PLATE STRUCTURE RHEAD DOOR SEALANT EACH SIDE OF DOCK SEAL PER MFGR INSTRUCTIONS SMOOTH FACE CMU BEHIND DOCK SEAL EXTERIOR INTERIOR JAMB 7 1 1/2" = 1'—O" 013004 RA030-007 1 NEW 8'---0" GATE (i( 11—RA3 AND FENCING WITH I qqw PLASTIC SCREENING '-2" 8'-4" SLATS INSTALLED VERTICALLY BLOCKOUTS FOR Lil WATER DRAINAGE 1 ! ( REF STRUCTUREAL V FOR LOCATIONS 2 �! --t�t- RA3 0 r i i M i 00 i 00 CONDENSING UNIT RACK REF MECHANICAL Mid' < E - 4'-6" '-9 4'-6" 8'—O" HIGH CMU SCREEN op WALL PAINT TO MATCH MIN. MIN. ADJACENT BUILDING 14'-0" CONCRETE SLAB REF STRUCTURAL 9—RA3 0*� COMPRESSOR NIT PLAN —1/ 8 i= 1'-0" RA030-003 8" CMU (2) #5'S CONT. IN GROUTED CELL SEALANT WITH BACKER ROD EACH SIDE --- .� SAWCUT CMU AS REQUIRED FOR CONTROL JOINT FILLER DOCK SEAL AT TRUCK DOCK ONLY, MOUNT ON SMOOTH FACE CMU ONLY INSTALLED PER MANUFACTURERS INSTRUCTIONS MASONRY LINTEL 1/4" CONT BENT PLATE REF STRUCTURE VINYL WEATHER STRIP SECTIONAL OVERHEAD DOOR SEALANT EACH SIDE OF DOCK i HEAD 6 1 1/2" = 1'-0" RA030-006 w 8" SMOOTH FACED CMU SCREEN WALL. PAINT TO MATCH ADJACENT BUILDING. REF STRUCTURAL FOR FOUNDATION & DETAILS 0 00 t 14'-0" CONTINUOUS PROVIDE LINTEL BEAM ABOVE SEALANT BEAD WALL PENETRATIONS REF STRUCTURAL IN NO CASE SHALL THE VERTICAL WALL REINFORCEMENT BE CUT NOTE: REFERENCE STRUCTURAL FOR a l ool_�r REFRIGERATION LINE PENETRATION 0 0 LOCATION AND SIZE 0 0 0 0 0 0 M�w E, 00, GALVANIZED SHEET METAL PIPE HOOD - 3 /4"-1'— O" 9- f 4F COORDINATE METAL COLLAR AND SEALANT WITH REFRIGERATION LINES FOAM AND SEAL ALL OPENINGS AFTER INSTALLATION OF PIPING E EXISTING BUILDING BEYOND 8" SMOOTH FACED CMU SCREEN i WALL. PAINT TO MATCH ADJACENT 1 BUILDING. REF STRUCTURAL FOR FOUNDATION & DETAILS t 8"X16" BLOCK OUT FOR WATER I F - LOCATIONS-----.., 1/4" STEEL PLATE CHANNEL: PROVIDE COUNTERSUNK HOLES FOR 3/8" DOOR SCREWS AT 18" OC 2 1 /2"x1 /4"x 4'-0" HIGH STEEL PLATE WELDED TO FACE OF JAMB (STOCKROOM SIDE ONLY) GRIND SMOOTH AND PAINT t=IN N 6"x12"x3/16"x4" WIDE BENT STEEL PLATE Q ANGLE AT BASE OF JAMBS; WELD TO 1/4" -7a STEEL PLATE CHANNEL AT JAMBS AND BOLT TO FLOOR WITH (3) 3/8" DIAMETER ANCHOR BOLTS SEALANT (BOTH SIDES) TRIPLE STUD AT JAMBS 4» FOR PARTITION TYPE REF PLANS DOOR JAMB 5 1 1 /2"=1'—O" RA030-005 VIBRATOR ISOLA PROVIDED BY MANUFACTURER TION LIN-E-800D. ,-SUPPORT FR� REF .a .a0 i fi CONCRETE SLAB REF STRUCTURAL 36'-8" CONTROL JOINT REF 10—RA3 LEVATION RA030-008 PARTITION TYPE MATCH EXISTING (3) J6x 16 METAL HEADER STUDS WITH SPACERS; CONTINUOUS TRACK AT BOTTOM SEALANT (BOTH SIDES) 1/4" STEEL PLATE CHANNEL: WELD AND GRIND SMOOTH, PROVIDE COUNTERSUNK HOLES FOR 3/8" SCREWS AT 18" OC DOOR DOUBLE ACTION DOOR IN DEMISING WALL WITH FURRING a4HEAD 1 1 /2" = 1'-0" RA030-004 11 � ME STORE ADDRESS: WAL—MART STORE NO. 2517 3600 W MCFADDEN AVE SANTA ANA, CALIFORNIA 92704 � N � to Z O 29 Q� WE E W ko rn co LLI w wwL'a cn a X-0io[C L) D zai` of3.� a'z i W o cn '� <05 8L F-< £3 irQ �:—w zwwo?a a � �a cnxzan, z u- 2M �' o,-zi t1 mo �fa`CFL.t4s*`XSttWpj< 0 `rrp<tUr�y7pwWap`C Q 2 N I a o � QW ap�2 t= yy v4'iaoaaaorrnw�azxaa CHECKED BY. DCH/RMk DRAWN BY: DOCUMENT DATE: 11--01— PROTO: 129 PROTO CYCLE: 10-04—lq uj y� z - 0 cr t3 -. , A SCHEDULES AND DETAILS SHEET: RA3 L,J C) rtt- LQ < I ry z uj < 0 F- z E C) 0 0 60 q C) 0 x (14 x x C-4 C) 0 C14 0.. Lli GENERAL NOTES DESIGN LOADS 1. CODE 2001 CALIFORNIA BUILDING CODE 2. WIND SPEED 70 MPH 3. SEISMIC ZONE 4 GENERAL 1. STRUCTURAL ELEMENTS ARE NON —SELF SUPPORTING AND REQUIRE INTERACTION WITH OTHER ELEMENTS FOR STABILITY AND RESISTANCE TO LATERAL FORCES. CONTRACTOR SHALL PROVIDE SHORING FOR OPENING AND FRAMING ABOVE UNTIL ALL STEEL, REINFORCING, AND GROUT HAS BEEN PLACED AND CURED. 2. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE TEMPORARY SUPPORT AND STABILITY OF EXISTING STRUCTURE DURING ALL PHASES OF CONSTRUCTION. DIVISION 2 — FOUNDATION AND SLAB —ON —GRADE 1. FOOTING DESIGNS ARE BASED ON A NET SOIL BEARING PRESSURE OF 2,800 PSF. CONTRACTOR MUST READ THE GEOTECHNICAL REPORT BY: JASA, INC., DATED: JUNE 6 1996, AND BE THOROUGHLY FAMILIAR WITH SITE AND SUBGRADE INFORMATION GIVEN THEREIN. 2. FOOTINGS FOR STAIRS AND RAMPS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 18" BELOW ADJACENT FINISHED GRADE. STANDARD PROCEDURES OF FROST PROTECTION FOR FOUNDATIONS AND EXCAVATIONS SHALL BE EMPLOYED FOR WINTER CONSTRUCTION. BACKFILLING OF EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO PROTECT FOUNDATIONS FROM FROST. 3. ESTABLISH THE FINAL SUBGRADE ELEVATION AT 8 INCHES BELOW THE FINISHED CONCRETE ELEVATION TO ALLOW FOR A 6 INCH SLAB THICKNESS AND A 2 INCH SUBBASE (PROVIDED BY THE BUILDING CONTRACTOR). THE SUBBASE WILL BE A 2 INCH LAYER OF CLEAN, MEDIUM TO COARSE SAND. PRIOR TO PLACEMENT OF THE SUBBBASE, THE EXPOSED SURFACE SHOULD BE SCARIFIED TO A DEPTH OF 12 INCHES, MOISTURE CONDITIONED TO 2 PERCENT OF THE OPTIMUM VALUE AND COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ACCURATE MEASUREMENTS FOR ALL CUT AND FILL DEPTHS REQUIRED. 4. PROOFROLL EXPOSED SUBGRADE. REMOVE AND REPLACE UNSUITABLE AREAS WITH SUITABLE MATERIALS AS INDICATED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. FILL MATERIAL SHALL BE FREE OF ORGANIC, AND OTHER DELETERIOUS MATERIALS. FILL SOIL SHOULD BE PREDOMINANTLY GRANULAR, NON —EXPANSIVE AND CAPABLE OF DEVELOPING THE BEARING STRENGTH REQUIRED FOR THE PROJECT. ALL IMPORT AND ON —SITE MATERIALS PROPOSED FOR USE AS FILL MUST BE APPROVED BY THE OWNER'S GEOTECHNICAL REPRESENTATIVE. PLACE FILL IN LOOSE LIFTS NOT EXCEEDING 6 INCHES IN THICKNESS. ADJUST MOISTURE CONTENT TO BE 2 PERCENT TO 4 PERCENT ABOVE THE OPTIMUM VALUE, AND COMPACT TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D-1557). DIVISION 3 — CONCRETE 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'c) AT 28 DAYS OF 3,000 PSI. REFER TO SPECIFICATIONS FOR MIX REQUIREMENTS. 2. A. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60 KSI. B. REINFORCING BARS SHALL BE SPLICED A MIN OF 48 BAR DIAMETERS OR 24 INCHES WHICHEVER IS GREATER, UNLESS NOTED OTHERWISE. DIVISION 4 — MASONRY 1. MASONRY REQUIRES SPECIAL INSPECTION. REF SPECIFICATIONS. 2. MINIMUM COMPRESSIVE STRENGTH OF MASONRY (F'm) ESTABLISHED IN ACCORDANCE WITH THE UNIT STRENGTH METHOD SHALL BE 1,500 PSI. 3. MASONRY UNITS SHALL HAVE A NET AREA COMPRESSIVE STRENGTH OF 1,900 PSI. 4. MORTAR SHALL BE TYPE "S" MORTAR. 5. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS. 6. A. REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH (Fy) OF 60 KSI. B. REINFORCING BARS SHALL BE SPLICED PER CMU LAP SCHEDULE. DIVISION 5 — STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTHS: YIELD A. WIDE FLANGE SHAPES: 50 KSI B. STEEL SHAPES, BARS AND PLATES: 36 KSI C. STRUCTURAL STEEL TUBING: 46 KSI D. STRUCTURAL STEEL PIPE: 35 KSI E. ANCHOR BOLTS: 36 KSI F. HEADED STUD ANCHORS: 50 KSI 2. BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE 3/4" DIAMETER ASTM A325 HIGH —STRENGTH BOLTS INSTALLED SNUG TIGHT, UNLESS NOTED OTHERWISE. 3. ELECTRODES FOR WELDING SHALL BE 70 KSI, LOW HYDROGEN SPECIAL INSPECTIONS 1. THE FOLLOWING ITEMS WILL REQUIRE SPECIAL INSPECTION IN CONFORMANCE WITH SECTION 1701 OF THE 1997 UNIFORM BUILDING CODE. A. CONCRETE (EXCLUDING SITE WORK CONCRETE FULLY SUPPORTED ON EARTH WHERE NO SPECIAL HAZARD EXISTS). B. ANCHOR BOLTS C. REINFORCED STEEL D. FIELD WELDING (PERIODIC) E. HIGH STRENGTH BOLTING F. METAL DECK DIAPHRAGM CONNECTIONS AND CONNECTIONS TO SUPPORTING STEEL FRAMING MEMBERS G. INSTALLATION_ OF ALL ADHESIVE ANCHORS. 2. DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE WITH STRENGTH (F'c) IN EXCESS OF 2,000 PSI. 3. DURING THE PLACING OF ALL REINFORCING STEEL AND BOLTS ENCASED IN CONCRETE WITH A STRENGTH (F'c) IN EXCESS OF 2,000 PSI OR IN MASONRY WHERE SPECIAL INSPECTION IS REQUIRED. 4. FOR ALL STRUCTURAL FIELD WELDING, EXCEPT AS FOLLOWS: THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, QUALIFICATIONS OF WELDING PROCEDURES AND WELDERS ARE VERIFIED PRIOR TO THE START OF WORK, AND PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS. A VISUAL INSPECTION OF ALL WELDS SHALL BE PERFORMED PRIOR TO COMPLETION: A. SINGLE —PASS FILLET WELDS NOT EXCEEDING 5/16" SIZE B. FLOOR AND ROOF DECK WELDING C. WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS D. WELDED SHEET STEEL FOR COLD —FORMED FRAMING MEMBERS SUCH AS STUDS AND JOISTS E. WELDING OF STAIRS AND RAILING SYSTEMS 5. FOR ALL HIGH STRENGTH BOLT INSTALLATIONS, HIGH STRENGTH BOLTS SHALL BE INSTALLED AS REQUIRED BY UBC CHAPTER 22, DIVISION IV. 6. DURING INSTALLATION OF ALL ADHESIVE/EPDXY ANCHORS. REF ARCH DRAWINGS FOR SIZE AND LOCATION OF SLAB REF ARCH DRAWINGS FACE OF FREEZER PLASTIC TRANSITION STRIP REF GROCERY NOTE: (2) 2x12 PRESSURE CONTRACTOR SHALL ' TREATED LUMBER MAINTAIN TIGHT JOINT BETWEEN WOOD BLOCKING REF SPECIFICATIONS AND SLAB TURNDOWN. FOR RIGID INSULATION REF FDN PLAN WATERSTOP 10 MIL POLYETHYLENE REF ARCH FOR EXISTING VAPOR RETARDER WITH TAPED JOINTS POST, TYP SLAB —ON —GRADE N _� Tf — F-` t PROVIDE 1 /2" DIA x 1'-4" _ I I SMOOTH DOWELS AT 24" OC. `s' ° GREASE END IN NEW SLAB. EMBED 4" INTO EXISTING SLAB Z I I NEW SLAB WITH SIMPSON ACRYLIC —TIE .� I I REF GENERAL NOTES ADHESIVE „ #4 AT 16 OC I I �. (2) #4 CONT WITH CONC SUBSLAB 1'—Q" a i I 12" DIA CONCRETE 3" 3" CORNER BARS 8" FILLED POST CLR CLR (2) #4 CONT WITH 1'-6" I I HOLE AT EACH 1'-0" CORNER BARS I I FENCE POST L J REF CMU WALL REINF DIAGRAM 2"AT 6y— (1) #5 CONT 3" CLR 2'-0" SOLID GROUT ALL CMU BELOW GRADE LEVELING MORTAR BED BELOW FIRST COURSE (3) #5xCONT � a to I "I CLR (1) #4 CONT #4x3'-0" DOWELS F_ REF FDN PLAN FF EL #4x10'-0" AT EA DOWEL ato 3/4" — 1'-0" ►'EXTEND DOWELS OF �i .� ►.. .; ;.- CMU WALL DIA INTO REF CMU WALL VERTICAL REINFORCING SCHEDULEFOR SIZE AND SPACING ► '• REF FDN PLANtih sFF ELVr/ IDOWELS HOOi STAND AS a ACI • i i REF TYPICAL FOR ITEMS SHOWN BUT NOT NOTED. TYPICA COEBACIMS OPTION 1 I _ 1 4'-9 jr, 3,-91" 5,-5 j„ REF 3—S1 FOR POST FOOTING. REF ARCH FOR EXACT LOCATION OF POSTS FOR FRAMING ABOVE N i FINISHED FLOOR EL = 100'-0" --, I I I I I I I 1 I I � e I I ( 1 fi I ( I it I I COMPRESSOR PAD SHALL BE CONCRETE SLAB REINFORCED II WITH #4 AT 16" OC EW AT I __ MID —SLAB. REF GENERAL NOTES I FOR SUBGRADE INFORMATION F_ — (3) #5X3 —0 DOWELS EMBEDDED 6" INTO EXISTING FOOTING WITH HILTI HY-150 ADHESIVE ►vj = ofuj © U- �ry z REF ARCH FOR WATER DRAINAGE BLOCKOUTS I I I I I I I I i 4'_O„ 4'—O"� 3 1'-4'4-) 14'-0,> v D FRAMING PLA r4ff - 6 1-6]"1 0401"silk wjAwls-al 3/4" — 1'-0" I .= ¢ 'd- i d- o ` a0 w - I i~. � I its I r D j 00 d tcl �- J020Noz- M m is MATCH EXISTING TOF EL I--o W o R8r4j `F-Qz to fl+- NaW� 0�a0 -arm Zwcn z6 `r5Upop¢J d~�nQQz`CN_w z 0 ffi�it xo4qt' swap i O am >-i61-_2&Pa00F_o wo N Q X.aR 0 3 Kw Doow�az-ORB % �- 2 icr kg w n03ao ZZ Dwz^aa'mo`mojjw51,WzUw Op G41 iiwiM U)�1 co v�az0a U) -:, a' a'< -2 'ISSUE BLOCK -_ CHECKED BY: MCG DRAWN BY. JHL DOCUMENT DATE: 11 /01 /04 PROTO: 129 PROTO CYCLE: 10-04-04 pl ESSt t y c THOMAS WILLIAM cz Lu ViALLACE� NO. C 04447& -Sr., EXP. 3-31-0 i cs5a CIVIL SHEET. si O. QS to co 4 N 0 coo EXISTING VERTICAL B co BARS ARE NOT FOUl' OC MAXIMUM, NOTIFY a. ARCH/ENGINEER IMMI c: w co 1 CD 0 0 N EA NTS CM U LAP SCHEDULE C'4 (1) I m 1/8 lA I PR #1 1 12/20/04 1 CHECKED BY: MCG DRAWN BY: JHL DOCUMENT DATE: 11/01/04 PROTO: 129 PROTO CYCLE: 10-04-04 THOMAS WILLIAM Lu WALLACE NO, C 044478 EYT 3-31-�06 -CIVIL A SHEET: S 2