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HomeMy WebLinkAboutFiles1.pdfSYMBOL LEGEND GENERAL NOTES KEY NOTES A-10- M INTERIOR WAL TYPE- REFER TO SCHEDU E 1. LAYOUT WORK AND VERIFY ALL DIMENSIONS AND CONDITIONS WITH THOSE INDICATED ON DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF , WFIL DOOR OPENWG WITH META STUD FRAMWG gj. REPAIR DAMAGED STUD AND DRYWALL ON SALES 1s 4'-0" HIGH FRP ON (2) WALLS AT BASIN. EXTEND 1'-0" Zq 2 x 6" MIN HDPE CLOSURE AT EXPOSED ENDS OF 37 DECORATIVE BOL ARD WITH 10" COVER - REFER 47 REP ACE AL EXIST. TOILET ROOM PARTITIONS. 101 DOOR NUMBER ANY DISCREPANCIES. C AND GYPSUM BOARD TO MEET AND MATCH ` /ALL FROM IMPACT SUSTAINED BY BEYOND FLOOR RECESS- REFER TO DTL 16-18iA605 O TO CIVIL DETAIL 2. SEE ENLARGED FLOOR PLANS FOR OTHER DIMENSIONS. EXISTING ADJACENT FINISHES. CASES NOT TIGHT AGAINST WALL. MOUNT TO CASE d REINSTALL EXISTING TOILET PARTITIONS IN SAME BARRIER FREE / ADA ACCESSIBLE STOCK/SHELVES IN BACKROOM BEHIND FULL HEIGHT. REFER TO Q-SHEETS FOR EQUIP. 38 ADD CONC. FI LED STEEL WRAP AROUND EXIST. ': OCATION AFTER ROOM FINISHES COMPLETION, 3. SEE ROOM FINISH SCHEDULE A603 AND FLOOR FINISH PLANS FOR FINISHES. O 10 REPLACE EXISTING DRYWALL SHEATHING w/ NEW " COLUMN- REFER TO DT 12/S301 REPLACE DAMAGED AND DEFECTIVE HARDWARE4. EXTEND AL WAL S TIGHT TO DECK ABOVE UNLESS NOTED OTHERWISE. 2 NFILL WALL FROM BULKHEAD ABOVE DOWN TO O 19 FURNISH AND INSTA FRP FIBERG ASS REINF. LAYOUT METAL STUD WALL FLOOR WITH METAL STUD FRAMWG & GYP. BOARD P-LAM WAWSCOT, MDF AND HDPE CHAIR RAIL PER PANELS (1) LAYER 8'-0" HIGH x 4'-0" LENGTH EA. 5. FOR STUD WALLS THAT GO TO DECK W/O SHEATHING ON BOTH SIDES, PROVIDE TO MEET AND MATCH EXISTING ADJACENT DETAIL 12/A503 WA ADJACENT TO SERVICE SINK 25 SERVICE SINK, REFER TO P UMBING 39 NOT USED 49 ADD VERTICAL GRAB BAR TO ALL EXISTINGCASTINPLACEORPRECASTCONCRETEINTERNALBRACING- REFER TO DTL 6iA502. FINISHES. ADD HORZ. CONTROL JOINT PER 14/A502 HANDICAP STALLS IN RESTROOMS AND INSTALL F OOR DRAIN SEE MECHANICAL 6. REFER TO DTLS. 8- 11lA502 FOR TYP. VERT. CONTROL JOWTS AT COLUMNS, WFILL EXIST. WALL OPENING THAT MATCHES EXIST. 11 CHASE WALL FOR LOZIER CORNERS1/2" GYP.BD. 26 SINK, REFER TO PLUMBING 40 NOT USED T.P. ROL UNDER HORIZ. GRAB BAR. REFER TO WALL TO CORNER, WALL TO BULKHD., OR GENERAL WAL CONTROL JOINT ` ON 3 5/8" METAL STUDS TO HEIGHT 1" TALLER 20 RE-STRIPE 4" WIDE PAINTED TRAFFIC YELLOW 27 TYPICAL MOUNTING HEIGHTS ON A605SURROUNDINGADJACENTWALLCONSTR., O MECHANICAL EQUIPMENT, SEE MECHANICA 41 DECORATIVE FENCE & GATES- SEE DTLS. 11-14/A604. LADDER, WALL MOUNTED SPACWG RESPECTIVELY WHETHER SHOWN ON PLANS OR NOT. THAN ADJACENT SHELVES (REFER TO Q-SHEETS} STRIPES WITH 12" SPACING, COORDINATE W/ THICKNESS AND FINISHES. 50 EXTOENDED LEGSOwNCOUNOTRSUNK PAN HEAD7. TOP OF SIDEWALK OUTSIDE OF EXIT DOORS SHALL BE HELD 1/4" BELOW CAP WITH 112" HDPE TOP AND TRIM SIM. TO DETAIL MEIJER Q-SHEETS AND A800 SERIES 28 ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL ROOF HATCH ABOVE FINISHED FLOOR. PROVIDE METAL STUD AND DRYWAL C OSURE 1/A502 21 PROVIDE AND INSTALL 20-GA. STAINLESS STEEL NEW DRINKING FOUNTAIN - REFER TO PLUMBING 42 DECORATIVE GUARD FENCE- SEE DTLS. 15-16/A604. BULKHEAD OVER PERIMETER OF COOLER & 2g O FASTENERS INTO EXISTING GLAZED CMU FOR CHAIN LINK FENCE; SEE CIVIL $• MAIN FLOOR ELEVATIONS: 100'-0". REFER TO CIVIL FOR ACTUAL ELEVATION. 12 NOT USED METAL WRAPS OF EXISTING ALUMINUM ENTRY DRAWINGS SUPPORT OF NEW M.R. BOARD. 9. REFER TO G102 FOR LOCATION OF FIRE EXTINGUISHERS. FREEZER TO DECK PER DT 6/A604. DOOR FRAMES FROM FLOOR TO HEADER. FLUSH PREP EXISTING PRECAST WA L PANELS FOR 30 NOT USED 43, PR VIDE 1'- " x 1'- " VENT w. BIRD EE IN10. INSTALL DEFLE TION HEADS AT ALL NEW STUDS ONSTRU TED TIGHT TO O 0 0 SCR NCCC05 PAINT. REMOVE A L EQUIPMENT & GROUT FILLPIPEBOLLARDEXTENDGYP. BD. ON EXIST. WA LS UP TO DE K NTER INK FA TENER . T T PENIN C 13 HOUSING FOR RO LING SHUTTER ABOVE COU S S S CU OU O GS 51Oi ) DECK EXIST. STRUCTURE OR BULKHEADS- REFER TO DTLS. 12-14/A502 O O MASONRY VENEER WALL ASSEMBLY. OR COLUMN WRAP TO BOTTOM OF ROOF AS RE UIRED FOR ALL HARDWARE AND LOCKS. ALL EXPOSED HOLES AND DEFECTS. Q 31 _ INTE I R PIPE B LLA D REFER T DTL 1 AROORO / 503HDPEBUMPERGUARDSRESPECTIVELY. STRU TURE 1 EXI TIN PLATF RM LADDER T REMAIN REPAIR R RIND EXI TIN AL MIN M FRAME T C S G O ( O O G S G U U S O REPAIR CUT ENDS OF REDUCED SHADE CLOTH TOP 52 NEW EXTERIOR CONCRETE - REFER TO CIVIL11. REFER TO DTLS. 18-21/A502 FOR TYPICAL ROOF DETAILS FOR NEW HVAC 44KEEPWRAPSASTIGHTASPOSSIBETOFRAMES. COLUMN CONNECTORS. ADD GALV. CHAIN LINK DRAWINGS. STEEL ANGLE WORK. COORDINATE W/ MECHANICA. 6 NOT USED 15 l32 PROTECTION RAIL - REFER TO DT 2/A503 CONOTUSEDJ FENCE CAP TO CUT ENDS OR WELD GALV. 1(4" _ O NEW GONCRETE CURB REFER TO CIVIL MANUAL FIRE ALARM 12. INSTA OWNER PROVIDED NEW CASE SHE VWG CORNER GUARDS PROVIDE AND INSTALL 20-GA. CONCEALED CART GUIDE POST- REFER TO DTL 3/A503 - VERIFY STEEL PLATE CAP. 53Q THROUGHOUT STORE PER DT 7/A503 AND Q SHEETS. 7 ON ALL EXISTING BACK SALES WALLS, ADD EITHER 16 22 FA TENER TAI LE TEEL L R TRIP AT 33 FINAL POST LOCATION AT ALL AUTOMATIC SWING DRAWINGS NEW MIL WORK- REFER TO MEIJER Q-DOCS FOR S S N SS S C OSU E S 5 45,. NOT USED13. REPLACE HDPE BUMPERS ON ALL EXISTING CO UMNS IN SALES AREA PER DTL 1/2" OR 5/8" (F.V. TO MATCH EXISTWG) GYP. BD. & ADD'L. INFO ALL FIXED FOOD PREP E UIPMENT AND AND SLIDER DOORS. - COORDINATE LOCATION 54 EXISTING CONCRETE CURB TO REMAINQ 11/A503 W! NEW BP101. REP ACE ALL HDPE WAL CHAIR RAI S W/ BP101 & FURR. TO MATCH EXISTINC DUE TO REDUCTION WITH C.M. O P-AM. WAINSCOT PER DTLS. 12 & 13/A503, U.N.O. . FURNISH AND INSTA L ANGLE FRAMES PER COOLER/FREEZER PANELS AGAINST WALLS FOR OF SHELVING HEIGHT EXTEND MIN. 2" PAST ALL 17 FUL HEIGHT OF EQUIPMENT- REFER TO Q-SHEETS 34 NOT USED ` NEW CONCRETE CURB ALONG BUILDING - REFERCSTRUCTURA ON ROOF STRUCTURE FOR 55 14. PROVIDE CONCENTRATED OAD REINF. AT AL JOISTS WHERE POINT LOAD IS NEW SHE F LOCATIONS. REFER TO Q-SHEETS FOR R F LL HEI HT 2"x2" WALL RNER ARD. 46 NOT USED TO 27/S201 MECHANICAL OR REFRIGERATION ROOF O U G CO GU MORE THAN 6" FROM PANEL POINT AND POINT LOAD GREATER THAN 200 LBS. - SHELVING HEIGHT 35 COOLER FLOOR RAIL REFER TO Q-SHEETS & DTL REFER TO DTL 6lS301. EQUIPMENT. VERIFY FINAL LAYOUT, SIZE, AND 23 NOT USED 8/A503 15. PROVIDE WALL MOUNTED ANGLE SUPPORT FOR WATER HEATERS OR BATTERY O 1/2" MOISTURE RESISTANT GYP. BD. ON MIN. 1/2" LOCATION w/ MECHANICAL AND EQUIP. SUPPLIER. CHARGERS - REFER TO DTLS 7& 8/S301. COORD. w/ MEIJER Q-SHEETS & M.E.P. RESILIENT "Z" FURRING OR HAT CHANNE OVER REINFORCE PANEL POINTS OF ALL AFFECTED 36 PATCH / REPAIR / EXTEND EXIST. COOLER OR DRAWINGS NEW/EXISTING COOLER PANEL FOR HARD TILE ROOF JOISTS PER DETAILS ON S303. FREEZER PERIMETER ANGLE PROTECTION TO 16. PROVIDE 2"x2" S.S. CORNER GUARDS ON ALL WALL TILE 90° OR 135° CORNERS INSTALLATION IN FOOD PREP AREAS. MATCH EXIST.- REFER TO DTLS. 9& 10/A503 FULL HEIGHT TO CEILING. REFER TO DTL 4/A604 (SIM.) 17. PROVIDE PLASTIC BOLLARD COVERS OVER ALL NEW & EXIST. EXTERIOR CONC. FILLED STEEL PIPE BUMP POSTS - SEE CIVIL. 18. CAULK ALL WALL PENETRATIONS AND/OR STRUCTURA PENETRATIONS THROUGH NEW OR EXIST. GYP. BD. CONSTRUCTION WHERE VISIBLE TO PUBLIC. 19. PATCH & REPAIR ALL INTERIOR AND EXTERIOR SURFACES FROM REMOVAL OF EXISTING SIGNAGE OR EQUIPMENT. @a i ELECTRONICS EXIT BACKROOM 1 CORRIDOR e B a m LOSS PREVENTION G.M. BACKRD M LEADERSHIP 4) OFFICE LEARNING 4 I CENTER x =__, , _ R ' FIXTURE STG WORK AREA CENT ER , i a . ..... ..... -- . .. -. .. .. r r .: ... ... v -.. SEASONAL SA E ECTRONICS SA_ 3 A104 I __r...-,.. V HBC SALES 1 I ' I II I WAITINGCI F,, 1 A302 FASHION S_ d" 18'-3112" M. CART " ST7, T ILET R M " i A OVE r ENT Y I _ 4 C , ' ' ; A201 _ - 2 A104 EXIT s s CORRIDOR r r G.M. BACKROOM CORRI OR ( G.M. BACKROOM I . ; BUILDING MARKWG & SERVICES COATS ' RECEIVWG DAIRY r i ii1 7-1/1 ii//; '//G,/ COOLER /1 G'1'7T s : _a :, ,; . _ . _ . ro - -- 1 , , f a ,_ I 1 . ,. _ BREAK e _ e e , eie ee, I. ROOM „ 7, n l IRE SALES FLOOR HARD INE SA_ S 11 A503 TYPICA @ CO UMN: CONCEALED BY LOZII COOLERS, AND THE L l 2 ° A302 - - NEW CART RAILS NEW CARZRAILS_- ,;.- _ REFER TQ_8lA503 REFER TO 8/A503 d r COUNT CHECKOUTS r ROOM fp1i'T. a r t ROOM FAMILYCASHFOYERALCOVE O\ OFFICE SOFFICE RESTROOM ALCOROOM 9.O J SALT TORAG . . . . aCE CUSTOMER m • • , , SERVICE m ` ENTRYa .. -, _....... 3 m , ,,,,,,n ._ I i I I II I I I I I I` I ,. , .. e. w .. . 1 GROCERY SA_ GROCERY B OOM fv EAT .... I FR 1 M AT A104 CO V,i77T//I ' BACKROOM ( MEAT/S AFOOD SEAFOOD ar S RVICE COOLER ,. BUILDING SEftViCES (' " m m,. M 10.5 ) W MEN'S EXIT UILDING T T IOEnnT - CORRID R'A' ERVICES f L.3 ' K.6 K.2 A1o2 i ( H.7 H.3C _ l K.8 K.7 .4 C.` I J. ,. ,o! I. . 10 0 MENS WOMENS N OVERALL FLOOR PLAN 1 A SCA E: 1(32"=1'-0" i,, / 1 << ICE CREAM FREEZER FREEZER I FRESH ...: ROOM ,` I.4 t"- IPRODUCE COO ER PRODUCE I ; aRa ucE C HOLDING I L I BAC OOM COMPRESSOF R- ELEC. ROOM i. I PREPRY ` j ( ' t , oi WARE 1 P < _ WA H r PROPERTY I v n ., 1 QLER SERVICES I DELI RE' I ` II ; r x r LEA . • SPAC $AKERY 1OE , FREEZER • ' m : v „ I m ... ..„ _ ...; .. .._ >_... I .....;„ ........::......... F.2 E.7 ST .: GHICKEN • COO ER ° O.2 ' 10.5 Reu Ks EN RY C C. 1 A103 C.6 C.5 C.3 WA L CONSTRUCTION EGEND GENERAL PROJECT NOTES KEY A. THE CONTRACTORS SHA L THOROUGH Y REVIEW THE THIS LETTER CONTRACT DOCUMENTS, VISIT THE PROJECT SITE, AND CORRESPONDS TO THIS WAI.1. FAMILIARIZE THEMSE VES WITH AL CONDITIONS SHEATH NG TYPE ON AFFECTING WORK BEFORE SUBMITTING THEIR BIDS. THIS SIDE OF THE WALL 1. THE SCOPE OF REQUIRED DEMOLITION IS NOT LIMITED TO ITEMS OR WORK INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTORS SHALL DETERMINE A-10 - M FOR THEMSELVES THE EXACT NATURE AND EXTENT OF SELECTIVE DEMOLITIpN REQUIRED. 2. ANY DIFFERENCES BETWEEN EXISTING FIELD CONDITIONS AND THE CONTRACT DOCUMENTS SHA L THIS NUMeER THiS ETTER BE REPORTED TO C.M. FOR CONSIDERATION BEFORE CORRESPONDS TO TNE CORRESPONDS TO THIS PROCEEDING WITH TNE WORK. CONSTRUCTION TYPE SHEATHING TYPE ON B. THE CONTRACTOR SHA L OBTAIN AL PERMITS & PAY THIS SIDE OF THE WALL ALL NECESSARY FEES C. THROUGHOUT THE DURATION OF THE PROJECT, THE SHEATHING TYPES CONTRACTOR SHALL PROVIDE & MAINTAIN TEMP. ENCLOSURES, WNITE PLASTIC DUST BARRIERS, AND/OR TRAFFIC BARRIERS AS REQ'D OR AS INDICATED ON A- 1/2° GYP. BD. FROM FLOOR TO DECK DWGS. TO MAINTAIN A SAFE AND CLEAN ENVIRONMENT B- 1/2" GYP. BD. UP TO 6" MIN. ABOVE CEILING FOR STORE GUESTS AND TEAM MEMBERS. C- 'I Z° GYP. BD FROM EXIST. CHAIR RAIL D. ANY SHUT-OFF (ELECT., PLBG., F.P., ETC.) MUST BE COORDINATED WITH THE CONTRACTORlMANAGER, APPROX. 2-H° A.F.F.) UP TO CEILING OWNER REPRESENTATNE AND LOSS PREVENTION DEPT., REPLACE HDPE & P-LAM BELOW TO NEW A MINIMUM OF TWO (2) DAYS IN ADVANCE E. SALVAGE AND DISPOSAL FINISH 1. SALVAGE: DESIGNATED EQUIPMENT SHALL REMAIN THE PROPERTY OF MEIJER WC. WITH DISPOSITIOND1!2 GYP. BD. UP TO 12 6 A.F.F. - WSTALL CONT. AMICO ASM .75-9F SECURITY METAL CONFIRMED BY C.M. DIRECTION 2. DISPOSAL THE CONTRACTOR SHALL PROMPTLY AND MESH. LEGAILY DISPOSE OF NON-SALVAGED EQUIPMENT E- 112 MOISTURE RESIST. GYP. BD. UP TO AND ALL DEBRIS FROM THE PROJECT AREA. THE CHAIR RAIL FOR WAINSCOT. GYP. BD. UP CONTRACTORS MAY NOT USE THE STORE COMPACTOR FOR CONSTRUCTION DEBRIS DISPOSAL TO TOP OF WALL. PROVIDE CAP w! 1/2 F. ANY DAMAGES CAUSED BY THE CONTRACTOR DURING HDPE TOP AND TRIM - SIMILAR TO DETAIL CONSTRUCTION SHALL BE PATCNED AND REPAIRED TO I /ASOZ. MATCH THE EXISTING ADJACENT CQNSTRUCTION AT NQ ADDITIONAL COST TO MEIJER, INC F- 1/2 MOISTURE RESIST. GYP. BD. UP TO G. NEW MASONRY WAL S SNAL BE CUSTOM CUT TO ALIGN DECK FOR F.R.P. OR C.T. FINISHES W! EXIST. CMU & BRICK COURSING IF REQ G- 1/2 MOISTURE RESIST. GYP. BD. UP TO 6 H. PATCN EXISTING FLOORS PER FOLLOWING INSTRUCTIONS: MIN. ABOVE CEILING FOR F.R.P. OR C.T. 1. ALL CONCRETE USED FOR MATCHING AND REPAIR OF FINISHES THE EXISTING S AB ON GRADE SHA MEET TNE FOLLpWING PROPERTIES: H- 1/2" MOISTURE RESISTANT GYP.BD. UP TO a. NORMAL WEIGHT (145 pc MIN. 6" ABOVE CEILING FOR FRP OR C.T. b. MAXIMUM WATER-CEMENT: RATIO (w/c) = 0.50 FINISHES w/ 1/2° GYP.BD. ABOVE TO DECK c. CEMENT SHALL MEETASTM C150, TYPE 1 J- 3/8 MOISTURE RESISTANT GYP. BD. UP TO d. FINE AND COURSE AGGREGATES SHALL MEET ASTM C33 MIN. G ABOVE CEILING FQR C.T. FINISHES. 2. REMOVE CONCRETE FLOOR SLABS AT LOCATIONS K- 'I/Z° F.R.T. PLYWD. UP TO 4-O° A.F.F. w/ INDICATED ON THE DRAWWGS. THICKNESS OF METAL MESH ABOVE TO DECK CONCRETE FLOOR ASSUMED TO BE 5 1/2" AT SALES FLOOR AND FOOD PREP AREAS AND 5 1/2" AT L- 1l2° F.R.T. PLYWD. UP TO 8-O° A.F.F. w/ BACKROOM AREAS. REFER TO CONSTRUCTION META MESH ABOVE TO DECK MANAGER BID SCOPE DOCUMENTS FOR PLAN OF GROUND PENETRATING RADAR AND REPORT DATA M- 1/2° F.R.T. PLYWD. UP TO 12-0° A.F.F. w/ SHOWING MINOR VARIANCES FROM THESE VALUES. METAL MESH ABOVE TO DECK NOTIFY CONSTRUCTION MANAGER WHEN DIFFERENT N- 'I Z F.R.T. P YWD. UP TO DECK CONDITIONS ARE ENCOUNTERED_ PRpVIDE UNIT PRICING FOR DEMO AND SLAB REPLACEMENT ABOVE O- (NOT USED) THE ASSUMED STANDARD THICKNESSES. IF P- 1/2 F.R.T. MDF BOARD UP TO CHAIR RAI CONCRETE SLABS ARE FOUND TO BE THINNER THAN OVER MASONRY OR PRECAST SURFACES 4" IN SA ES AREA AND 5" IN BACKROOMS, REMOVE SLAB AND ADDITIpNAL FILL IN ORDER Tp POUR IN DOUB E LAYER HDPE TRIM. REFER TO SLABS AT THOSE MINIMUM THICKNESSES. CONCRETE DETAIL 13/A503 REMOVAL SHAL BE SAW CUT AT EDGES DOWN TO Q- 'I Z F.R.T. PLYWD. UP TO H.D.P.E. CHAIR PROVIDE ACLEAN TRANSITION BETWEEN THE EXISTING AND NEW. OVER-CUT CONCRETE TO BE RAIL FOR WAINSCOT, THEN 112° GYP. BD. REMOVED SUCH TNAT UNDERMINWG OF EXISTING UP TO DECK - SEE DTL 12/A503 DOES NOT OCCUR. IF UNDERMINING DOES OCCUR, R- 1/2 F.R.T. PLYWD. UP TO H.D.P.E. CHAIR FILL VOID WITN CONCRETE; DO NOTATTEMPTTO RECOMPACT WITH SOIL. PRIOR TO SAW CUTTING AND RAIL FOR WAINSCOT, THEN 1/2° GYP. BD. REMOVAL, THE CONTRACTOR SHALL VERIFY THE UP TO 6 MIN. ABOVE CEILWG - SEE DTL EXISTING UTI ITIES AND POSSIB E UNDERGROUND 12/A503 TRENCHES IN THE SURROUNDING AREA AND TAKE ANY PRECAUTION NECESSARY NOT TO DAMAGE OR S- 'I/Z° F.R.T. PLYWD. UP TO HDPE CHAIR RAIL DISRUPT THATTO REMAIN. ANY DAMAGE TO EXISTING FOR WAINSCOT, EXISTING GYP.BD. ABOVE TO REMAIN SHALL BE REPAIRED AT THE EXPENSE OF TO REMAIN - SEE DTL 12/A503 THE CONTRACTOR. 3. FOR MINOR CONCRETE PATCHING QSOLATED T- 1/2° F.R.T. PLYWD. UP TO 8-O' A.F.F., THEN PATCNES LESS TNAN 1'-6" SQUARE OR STRIP I Z° GYP. BD. UP TO DECK w/ ADD'L. LAYER PATCHES LESS THAN 1'-6" WIDE), PROVIDE NEW CONCRETE MEETING THE ABOVE REQUIREMENTS OF 1i2° GYP. BD. FROM FLR. UP TO DECK WITH A MIN. THICKNESS OF EXISTING S AB. PROVIDE U- 'I Z° F.R.T. PLYWD. UP TO 8-O° A.F.F., THEN CONCRETE BONDING AGENT BETWEEN SURFACES OF 1/2" GYP. BD. UP TO DECK NEW & OLD CONCRETE. 4. FOR MAJOR CQNCRETE PATCHWG (ISOLATED V- NOT USED PATCHES GREATER THAN 1'-6" SQUARE OR STRIP W- 5/8° GYP.BD. TO DECK ON EXISTING WALL PATCHES GREATER THAN 1'-6" WIDE), PROVIDE NEW w/ CURRENTLY 5/8 SHEATHING MATERIAL CONCRETE MEETING THE ABOVE REQUIREMENTS WITH A MINIMUM TNICKNESS OF 4" AT SALES / FOOD X- EXIST. CONSTR. TO REMAIN PREP AREAS, 5" AT BACKROOM AREAS, OR LARGER IF Y- THIN BRICK VENEER, BELDON SIENNA EXISTING THICKER SLABS PER NOTE "H-2" ARE BLEND VELOUR ENCOUNTERED. PROVIDE CONCRETE BONDING AGENT BETWEEN SURFACES OF NEW AND OLD Z- NO SHEATHING REQUIRED CONCRETE. DOWEL NEW TO EXISTING WITH 4x0'-8" CONSTRUCTION TYPES BARS AT 12" O.C. MAX.. EMBED DOWE 4" WITH GROUT. PROVIDE DOWELS ALL SIDES AND POSITION ALL MTL FRAMING 20 GA. U.N.O. ALL STUDS DOWE S W CENTER OF NEW CONCRETE PATCH. PROVIDE EXPANSION JOINTS AND CONTROL JOINTS 1-518 BY DEPTH INDICATED UNLESS NOTED PER DTL 21/A503 TO MATCH CURRENT LOCATIONS AND OTHERWISE - WERE STUD OR FURRING SPACING. INDICATED PROVIDE FU L SYSTEM W 5. SLOPE CONCRETE FLOOR SLABS TO DRAINS AS INDICATED ON PLANS AT APPROX. 118" : 1'-0" U.N.O. REQUIRED BRIDGWG, BRACING AND TRACKS 6. ADD 10 MIL VAPOR BARRIER AT FREEZER SLABS. OF SAME GA. U.N.O. REFER TO DETAILS 17-19lA503. 7. PRIOR TO CONCRETE P ACEMENT AND NEW UTI ITIES, SUBBASE SHALL BE COMPACTED AND SMOOTH Tp 1- 1-1/2° MTL. FURR. AT 16° O.C. UP TO DECK PROVIDE A UNIFORM THICKNESS OF CONCRETE PATCH. 2- 1-1/2" MTL. FURR. AT 16" O.C. UP TO 6" MIN. ABOVE CEILING 8. COORDINATE DEPTH AND PLACEMENT OF NEW UTI ITIES SUCN THAT UTILITIES ARE NOT ENCASED IN 3- 1/2° RESILIENT Z' FURR. OR HAT CHANNE NEW PATCH CONCRETE. MAINTAIN A MWIMUM 3" AT 16° O.C. TO MIN. 6° ABOVE CEILING BETWEEN BOTTOM OF CONCRETE PATCH AND UTILITY. 4- 3-5i8° MTL STUDS AT 16° O.C. UP TO 9 PROVIDE CONCRETE SEALER ON A SURFACES OF NEW CONCRETE PATCHES- REFER TO A800 EXISTING BULKHEAD FRAMWG. a.AwiN sANosPeciFicATioNs. 5- 3-5i8° MTL. STUDS AT 16 O.C. UP TO DECK 10. APPROVED MATERIALS FOR FIL ING BOLT HOLES, CREVICES, CRACKS, OR USED FOR PATCHING SMALL 6- 3-5i8° MTL STUDS AT 16° O.C. UP TO 6° MIN. AREAS OF DETERIORATED CONCRETE TO BE AS ABOVE CEI ING FOLLOWS: 7- (NOT USED) a. DAYTON SUPERIOR CORPORATION - PERMA PATCH 8- 3-518 MTL. STUDS AT 16° O.C. UP TO TOP b. THE EUCLID CHEMICAL COMPANY - EUCOCRETE OF NEW OR EXIST. REFRIG. WALL PANEL c. SONNEBORN CHEMREX, INC.- EPO ITH PATCHER J- 3-S/H MTL. STUDS AT 16° O.C. UP TO DECK PAINT ALL NEW HVAC DUCT WORK TNAT WILL BE EXPOSED IN TNE SALES AREA, COLOR TO MATCH WI 3'I/Z SOUND BATT INSUL. UP TO 6 MIN. EXISTING SURROUNDING ROOF DECK AND STRUCTURE. ABOVE CEILING PAINT ALL NEW, EXISTING AND/OR RELOCATED MECNANICA GRIL ES IN PERIMETER SA ES WAL OR 10- 3-5/8 MTL. STUDS AT 16 O.C. UP TO 6 MIN. BULKHEADS TO MATCH NEW WALL COLORS. PAINT ALL ABOVE CEILING w/ 3-1/2 SOUND BATT NEW OR EXISTING ELECTRICAL PANELS EXPOSED TO WSUL. PUBLIC VIEW. COLOR TO MATCH ADJACENT WALL. 11- NOT USED J. REDO COLOR BANDS ON COLUMNS TO COORDINATE WITN NEW TELEPNONES, EQUIPMENT AND FIRE 12- PLUMBING CHASE w/ (2) SEPARATE WA S EXTINGUISHERS RELOCATIpN. REfER Tp DEMO PLANS, 3-S H MTL. STUDS AT 16 O.C. UP TO DECK ELECTRICAL PLANS AND MEIJER Q-SHEETS. w/ 3-1/2 SOUND BATT (NSUL. UP TO DECK - K. REPAINT ALL EXISTWG INTERIOR STRUCTURAL CQWMNS AND COLUMN ENCLOSURE, ALL EXPOSED DRAIN PIPES, REFER TO PLAN FOR OVERAL CHASE AL PIPE CHASES AND DROPS, AND ANY EXPOSED PIPWG DIMENSION CONNECTED TO COLUMNS - REFER Tp FINISH 13- NOT USED REQUIREMENTS. PREP COLUMNS BY GRINDING OF ANY IMPERFECTIONS OR PAINT LINES. FI L AL HO ES PRIOR 14- 6 MT. STUDS AT 16° O.C. UP TO EXISTING TO PAINT. HOLES OVER 1/4" DIA. TO HAVE'BONDO' OR BULKHEAD FRAMING. OTHER SIMILAR SOLID FILLER. PREP AND PATCH ALL EXISTING COLUMN WRAPS PRIOR Tp PAINT. 15- 6° MTL. STUDS AT 16° O.C. UP TO DECK L. REPLACE ALL EXISTING HDPE IMPACT PROTECTION 16- 6° MTL STUDS AT 16° O.C. UP TO 6° MIN. THROUGHOUT AREAS EXPOSED TO PUBLIC VIEW REFER ABOVE CEILING TO DEMO FOR ADDITIONAL INFORMATION. M. ANY EXPOSED WALI. SURFACE IN SALES AREA TO GET 17- 6° MTL STUDS AT 16° O.C. UP TO 12-6° A.F.F. HDPE CRASH RAIL AND P-LAM WAINSCOT. REFER TO 18- 6 MTL. STUDS AT 16° O.C. UP TO TOP OF A301 & A302 AND COORDINATE W/ MEIJER Q-SHEETS. NEW OR EXIST. REFRIG. WALL PANEL N. AL EXPOSED WAL SURFACE IN SALES AREA SHA L RECENE HDPE CRASH RAIL AND P-LAM WAINSCOT. 19- 6 MTL. STUDS AT 16 O.C. UP TO DECK wl REFER TO A301 & A302 AND COORDINATE w! MEIJER 3-1/2" SOUND BATT INSUL. UP TO 6" MIN. Q-SHEET_ ABOVE CEILWG O. PROVIDE CLEAR CORNER GUARDS ON ALL PAINTED WAL S TO 8'-0" A.F.F. PROVIDE COLORED 1 1/2" GUARDS ZO- F>° MTL. STUDS AT 16° O.C. UP TO 6 MIN. ON P-AM WAWSCOT CORNER BELQW BUMPERS TO ABOVE CEILING w! 3-1/2" SOUND BATT MATCH NDPE. INSUL. P. PROVIDE CONTROL JOINTS IN ALL NEW GYP. BD. CONSTRUCTION AT MAXIMUM SPACING OF 30'-0" O.C. OR 21- (NOT USED) AS SPECIFICA LY SHOWN ON PLANS, SUCH AS DOOR ZZ- F>° COLD FORMED METAL FRAMING STUDS OPENINGS. PROVIDE VERTICAL MQVEMENT CONTROL AT 12 O.C. UP TO BOTT OF EXIST. STEEL OINT AT ALL NEW ROOF SUPPORTED BULKHEADS INTERSECTING WITN NEW OR EXISTING STUD WA L STRUCTURE CONSTRUCTION. 23- (NOT USED) Q. WHERE NEW WALL CONSTRUCTION TO DECK IS 24- NOT USED PARA LEL TO AND A IGNS WITH EXISTING ROOF STRUCTURE BEAM, JOIST OR GIRDERS, INFILL WEBBING 25- (NOT USED) SIMILAR TO DTL 13/A502 OR BOX AROUND MEMBER ON 26- (NOT USED) PUBLIC SALES SIDE OF MEMBER. R. PATCN AND REPAIR AlL STUD AND GYP. BD. 27- (NOT USED) CONSTRUCTION ARpUND EXISTING ELECTRICAL PANELS 28- (NOT USED) WHERE WIRES ARE "UNFISHABLE" AND SHEATHING 29- (NOT USED) DEMOI.ITION IS REQUIRED. S. PATCH AND REPAIR GYP. BD. AROUND NEW DOOR AND 30- 1-1l2 MT. FURR. AT 16 O.C. OVER NEW OR FRAMES ADDED TO EXISTING WALLS. RETURN GYP. BD. EXIST. REFRIG. WA PANE; INSTA L UP Tp FRAME ON THICKER EXTERIOR WAL S. TO TOP OF PANE, THEN 6 MT. STUDS AT T. CAULK FILL ALL PRECAST WALL SAW CUT "OVERAGES" PAST DESIRED OPENINGS. FI L AL FLOOR OVERCUTS W/ 16" O.C. FROM TOP OF PANEL UP TO DECK. Mnnso. A IGN FURRING & STUDS FOR U. PROVIDE 20-GA. CONCEA ED FASTENER STAIN ESS CONTINUOUS GYP. BD. INSTA L STEEL CLOSURE STRIPS AT ALL FIXED FOOD PREP EQUIPMENT AND COOLERlFREEZER PANELS AGAINST 31- 3-5/8 MTL. STUDS AT 16 O.C. OVER NEW WALLS FOR FULL HEIGHT OF EQUIPMENT- REFER Tp OR EXIST. REFRIG. WA PANEL; INSTA Q-DOCUMENTS.EEE UP TO TOP OF PANEL, THEN 6" MTL STUDS v REMove esrinnATeo zo) ExisTiN aearvooNEo REFRIGERATION PIT BOXES THROUGH STORE. FILL HOLE AT 16° O.C. FROM TOP OF PANEL UP TO AND ADD NEW SLAB TO MATCH EXISTING. COORDINATE DECK. ALIGN STUDS FOR CONTINUOUS FINAL COUNT AND LOCATION W/ R.C. AND PROVIDE UNIT GYP. BD. INSTALL COSTS AS SPECIFIED IN BID SCOPES. W. PROVIDE 1-1/2" META DECK, ROOF INSULATION AND 32- (NOT USED) ROOF MEMBRANE TO MATCH EXISTING AT ALL HIGH 33- (NOT USED) ROOF R.T.U. LOCATIONS BEING REMOVED. REMOVE 34- NOT USED CURB BUT KEEP ANG E FRAME FOR NEW DECK SUPPORT. PAWT PER SHT. A700 - REFER TO 35- (NOT USED) MECHANICA DEMO. FOR LOCATIONS. 36- (NOT USED) X. MEIJER RFM DEPARTMENT IS RESPQNSIBLE FOR MAINTENANCE C EANING OF BUILDWG COMPONENTS 37- (NOT USED) SUCN AS (BUT NOT LIMITED TO) VESTIBULE F OOR, 38- (NOT USED) WALLS AND LINEAR METAL CEILING AS WELL AS 39- 4 NOMINA CMU WALL w! LADDER TYPE EXTERIOR POWER WASNING OF CANOPIES, SOFFITS AND COLUMN BASES NOT AFFECTED BY REMODEL SPECIFIC REINFORCING AT 16 O.C. VERT UP TO SCOPE OF WORK SUCH AS EXTERIOR PAWTING. DECK CONTRACTOR TO COORDINATE SCHEDU WG W/ OWNER 40- 4° NOMINAL FACE BRICK TO MATCH TO INTEGRATE THESE CLEANWG REQUIREMENTS WITH CONSTRUCTION PROGRESS. EXISTING FRONT OF 8" NOMINAL CMU BACKUP w/ LADDER TYPE REINFORCING AT 16" O.C.VERT FROM 11'-4" A.F.F. UP TO 14'-0" A.F.F. 41- MANUFACTURED VENEER STONE - REFER TO EXTERIOR ELEVATIONS AND SPECS. FOR MARE INFORMATION 42- (NOT USED) 43- EXIST. REFRIGERATION COOLER / FREEZER WALL PANEL TO REMAIN 44- NEW REFRIGERATION COOLER / FREEZER WALL PANEL- REFER TO REFRIGERATION PACKAGE 45- (NOT USED) 46- (NOT USED) 47- (NOT USED) 48- NOT USED 49- EXISTING ALUMINUM FRAMED GLAZING SYSTEM TO REMAIN 50- EXIST. WOOD STUD CONSTR. TO REMAIN 51- EXIST. MT. STUD / FURR. CONSTR. TO REMAIN 52- EX15T. MASONRY WALL CONSTR. TO REMAIN 53- EXIST. PRECAST WALL PANEL CONSTR. TO REMAIN H N KEY P AN TCH JE SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRii"fEN PERMISSION OF SCHENKELB SH.Z N PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS AN OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. zr P tt,. F f r ,fi, 1424 W. Carmel Dr. Carmel, IN 46032 2015 STORE REMODEL revisions: ADDENDA #2 drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 Bid/Permit/ Construction Set 2-13-2015 SYMBOL LEGEND A-10- M] INTERIOR WALL TYPE- REFER TO SCHEDULE 101 DOOR NUMBER BARRIER FREE / ADA ACCESSIBLE 7u METAL STUD WALL CAST IN PLACE OR PRECAST CONCRETE FLOOR DRAIN; SEE MECHANICAL LADDER, WALL MOUNTED ROOF HATCH ABOVE CHAW LINK FENCE; SEE CIVIL PIPE BOLLARD HDPE BUMPER GUARDS STEEL ANGLE MANUAL FIRE ALARM GENERALNOTES 1. AYOUT WORK AND VERIFY ALL DIMENSIONS AND CONDITIONS WITH THOSE INDICATED ON DRAWWGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. SEE ENLARGED F OOR PLANS FOR OTHER DIMENSIONS. 3. SEE ROOM FINISH SCHEDULE A603 AND FLOOR FINISH PLANS FOR FINISHES. 4. EXTEND ALL WALLS TIGHT TO DECK ABOVE UN ESS NOTED OTHERWISE. 5. FOR STUD WA LS THAT GO TO DECK WIO SHEATHING ON BOTH SIDES, PROVIDE INTERNAL BRACING- REFER TO DTL 6/A502. 6. REFER TO DTLS. 8- 11/A502 FOR TYP. VERT. CONTROL JOINTS AT COLUMNS, WALL TO CORNER, WALL TO BULKHD., OR GENERAL WALL CONTROL JOINT SPACING RESPECTIVELY WHETHER SHOWN ON PLANS OR NOT. 7. TOP OF SIDEWALK OUTSIDE OF EXIT DOORS SHA BE HELD 1/4" BELOW FINISHED FLOOR. 8. MAIN FLOOR ELEVATIONS: 100'-0". REFER TO CIVI FOR ACTUAL ELEVATION. 9. REFER TO G102 FOR LOCATION OF FIRE EXTINGUISHERS. 10. INSTALL DEFLECTION HEADS AT ALL NEW STUDS CONSTRUCTED TIGHT TO DECK, EXIST. STRUCTURE OR BU KHEADS- REFER TO DT S. 12-14/A502 RESPECTIVELY. 11. REFER TO DTLS. 18-21/A502 FOR TYPICAL ROOF DETAILS FOR NEW HVAC WORK. COORDINATE W/ MECHANICA. 12. INSTALL OWNER PROVIDED NEW CASE SHELVING CORNER GUARDS THROUGHOUT STORE PER DTL 7/A503 AND Q SHEETS. 13. REP ACE HDPE BUMPERS ON A L EXISTING COLUMNS IN SA ES AREA PER DTL 11/A503 W/ NEW BP101. REPLACE ALL HDPE WALL CHAIR RAILS W/ BP101 & P-LAM. WAINSCOT PER DT S. 12 & 13/A503, U.N.O. . 14. PROVIDE CONGENTRATED LOAD REINF. AT ALL JOISTS WHERE POINT LOAD IS MORE THAN 6" FROM PANEL POINT AND POINT LOAD GREATER THAN 200 LBS. - REFER TO DTL 6/S301. 15. PROVIOE WALL MOUNTED ANGLE SUPPORT FOR WATER HEATERS OR BATTERY CHARGERS - REFER TO DT S 7& 8/S301. COORD. w/ MEIJER Q-SHEETS & M.E.P. DRAWINGS 16. PROVIDE 2"x2" S.S. CORNER GUARDS ON ALL WALL TILE 90° OR 135° CORNERS FU L HEIGHT TO CEI ING. REFER TO DTL 4/A604 (SIM.) 17. PROVIDE PLASTIC BOLLARD COVERS OVER ALL NEW & EXIST. EXTERIOR CONC. FILLED STEEL PIPE BUMP POSTS - SEE CIVIL. 18. CAULK A L WAL PENETRATIONS AND/OR STRUCTURAL PENETRATIONS THROUGH NEW OR EXIST. GYP. BD. CONSTRUCTION WHERE VISIBLE TO PUgL C. 19. PATCH & REPAIR ALL INTERIOR AND EXTERIOR SURFACES FROM REMOVAL OF EXISTING SIGNAGE OR EQUIPMENT. NEW SEGMENTALOVERHEAD DOOR AND TRACK ASSEMBLY N KEY NOTES INFILL DOOR OPENING WITH METAL STUD FRAMING1 9 REPAIR DAMAGED STUD AND DRYWALL ON SA ES U AND GYPSUM BOARD TO MEET AND MATCH WAL FROM IMPACT SUSTAINED BY EXISTWG ADJACENT FINISHES. STOCK/SHELVES IN BACKROOM BEHIND INFILL WALL FROM BULKHEAD ABOVE DOWN TO o REPLACE EXISTING DRYWALL SHEATHING w/ NEW F OOR WITH META STUD FRAMING & GYP. BOARD p-LAM WAINSCOT, MDF AND HDPE CHAIR RAI PER TO MEET AND MATGH EXISTING ADJACENT DETAIL 12/A503 FINISHES. ADD HORZ. CONTROL JOINT PER 14/A502 11 CHASE WALL FOR LOZIER CORNERS1l2" GYP.BD. 3 INFILL EXIST. WALL OPENWG THAT MATCHES EXIST. ON 3 5/8" METAL STUDS TO HEIGHT 1" TA ER SURROUNDWG ADJACENT WALL CONSTR., THICKNESS AND FINISHES. THAN ADJACENT SHELVES (REFER TO Q-SHEETS) CAP WITH 1/2" HDPE TOP AND TRIM SIM. TO DETAIL OPROVIDE METAL STUD AND DRYWALL CLOSURE 1/A502 BULKHEAD OVER PERIMETER OF COOLER & 12 NOT USED FREEZER TO DECK PER DTL 6/A604. 05 EXTEND GYP. BD. ON EXIST. WALLS UP TO DECK 13 HOUSING FOR ROL ING SHUTTER (ABOVE) OORCOUMNWRAPTOBOTTOMOFROOF STRUCTURE 1a EXISTING PLATFORM / LADDER TO REMAINO 06 NOT USED 15 NOT USEDO 7 ON A L EXISTING BACK SALES WALLS, ADD EITHER 16 NEW MILLWORK- REFER TO MEIJER Q-DOCS FOROO1/2" OR 5/8" (F.V. TO MATCH EXISTING) GYP. BD. & ADD'L. INFO FURR. TO MATCH EXISTING DUE TO REDUCTION OF SHELVING HEIGHT EXTEND MIN. 2" PAST ALL NEW SHELF LOCATIONS. REFER TO Q-SHEETS FOR SHE VING HEIGHT O$ 1/2" MOISTURE RESISTANT GYP. BD. ON MIN. 1/2" RESI IENT "Z" FURRING OR HAT CHANNE OVER NEW/EXISTING COOLER PANEL FOR HARD TILE INSTALLATION IN FOOD PREP AREAS. NEW 6'-0" x 4'-0" FIXED nnninn nr ncecnnR v ENLARGED PLAN @ G.M. ENTRY / PHARMACY A SCALE: 1/8"=1'-0" O FURNISH AND INSTAL ANGLE FRAMES PER STRUCTURAL ON ROOF STRUCTURE FOR MECHANICAL OR REFRIGERATION ROOF EQUIPMENT. VERIFY FINAL LAYOUT, SIZE, AND LOCATION w/ MECHANICAL AND EQUIP. SUPP IER. REINFORCE PANEL POINTS OF A AFFECTED ROOF JOISTS PER DETAILS ON S303. NEW SEGMENTALOVERHEAD DOOR AND TRACK ASSEMBLY FIELD VERIFY WITH RELOCATED COUNTERTOP ASSEMBLIES, TYP. OF (4) DIMENSIONS PROVIDE A HORIZ. P YWOOD & STUD ASSEMBLY OVER ENTIRE PHARMACY w/ METAL ATH BETWEEN TOP PLYWOOD AND STUD FRAMING PROVIDE ACP-1 CEILING SYSTEM SUSPENDED FROM HORIZ. ASSEMBLY @ 11'-0" A.F.F. NEW 3'-0" x 7'-0" H.M. DOOR AND FRAME. PROVIDE NEW HARDWARE TO MATCH EXISTING PHARMACY DOOR FUNCTION. O4'-0" HIGH FRP ON 2 WA LS AT BASIN. EXTEND 1'-0" 1/2" x 6" MIN HDPE CLOSURE AT EXPOSED ENDS OFBEYONDFLOORRECESS- REFER TO DTL 16-18/A605 24 CASES NOT TIGHT AGAINST WA. MOUNT TO CASE FU L HEIGHT. REFER TO Q-SHEETS FOR EQUIP. 19 FURNISH AND INSTA L FRP FIBERG ASS REINF. LAYOUT PANELS (1) LAYER 8'-0" HIGH x 4'-0" LENGTH EA. WALL ADJACENT TO SERVICE SWK 25 SERVICE SWK, REFER TO PLUMBING 26 . SINK, REFER TO PLUMBING 2o RE-STRIPE 4" WIDE PAINTED TRAFFIC YELLOW 27 MECHANICAL EQUIPMENT, SEE MECHANICAL STRIPES WITH 12" SPACING, COORDINATE W/ MEIJER Q-SHEETS AND A800 SERIES 2s ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL 21 PROVIDE AND INSTAL 20-GA. STAIN ESS STEEL NEW DRINKING FOUNTAIN - REFER TO PLUMBING METAL WRAPS OF EXISTING ALUMINUM ENTRY Zg DRAWINGS DOOR FRAMES FROM FLOOR TO HEADER. FLUSH 3o NOT USED COUNTER SINK FASTENERS. CUT OUT OPENINGS AS REQUIRED FOR AL HARDWARE AND LOCKS. l31 _ INTERIOR PIPE BO ARD REFER TO DT 1lA503REPAIRORGRWDEXISTINGALUMINUMFRAMESTO KEEP WRAPS AS TIGHT AS POSSIBLE TO FRAMES. 32 PROTECTION RAIL - REFER TO DTL 2/A503 22 PROVIDE AND INSTAL 20-GA. CONCEA ED /33 CART GUIDE POST- REFER TO DTL 3/A503 - VERIFY FASTENER STAIN ESS STEEL C OSURE STRIPS AT `% FINAL POST OCATION AT ALL AUTOMATIC SWING ALL FIXED FOOD PREP EQUIPMENT AND AND SLIDER DOORS. - COORDINATE LOCATION COOLER/FREEZER PANELS AGAINST WA S FOR W TH C.M. FULL HEIGHT OF E UIPMENT- REFER TO -SHEETSQQ 34 NOT USED OR FULL HEIGHT 2"x2" WALL CORNER GUARD. C23, NOT USED 35 COOLER FLOOR RAI REFER TO Q-SHEETS & DT 8JA503 36 PATCH / REPAIR / EXTEND EXIST. COOLER OR FREEZER PERIMETER ANGLE PROTECTION TO MATCH EXIST.- REFER TO DT S. 9& 10/A503 37 DECORATIVE BOLLARD WITH 10" COVER - REFER 47 REPLACE ALL EXIST. TOILET ROOM PARTITIONS. TO CIVIL DETAIL REINSTA L EXISTING TOILET PARTITIONS IN SAME 38 ADD CONC. FIL ED STEEL WRAP AROUND EXIST. 48 LOCATION AFTER ROOM FINISHES COMPLETION, COLUMN- REFER TO DTL 12/S301 REP ACE DAMAGED AND DEFECTIVE HARDWARE 39 NOT USED 49 ADD VERTICAL GRAB BAR TO ALL EXISTING HANDICAP STALLS IN RESTROOMS AND INSTALL 40 NOT USED T.P. ROL UNDER HORIZ. GRAB BAR. REFER TO 41 DECORATIVE FENCE & GATES- SEE DTLS. 11-14/A604. TYPICAL MOUNTING HEIGHTS ON A605 50 PROVIDE S.S. CORNER CORNER GUARD WITH 42 DECORATIVE GUARD FENCE- SEE DTLS. 15-16/A604. EXTENDED EGS w/ COUNTERSUNK PAN-HEAD FASTENERS INTO EXISTING GLAZED CMU FOR PREP EXISTING PRECAST WALL PANELS FOR SUPPORT OF NEW M.R. BOARD. 4i PAINT. REMOVE AL EQUIPMENT & GROUT FILL 51 PROVIDE 1'-0" x 1'-0" VENT w. BIRD SCREEN INOMASONRYVENEERWALLASSEMBLY. ALL EXPOSED HOLES AND DEFECTS. REPAIR CUT ENDS OF REDUCED SHADE CLOTH TOP 52 NEW EXTERIOR CONCRETE - REFER TO CIVIL 44 COLUMN CONNECTORS. ADD GALV. CHAIN LINK O DRAWINGS. O FENCE CAP TO CUT ENDS OR WELD GA V. 1/4" NEW CONCRETE CURB - REFER TO CIVIL STEEL PLATE CAP. 53O DRAWINGS 45,. NOT USED 54 EXISTWG CONCRETE CURB TO REMAIN 46 NOT USEDO NEW CONCRETE CURB A ONG BUI DING - REFER 5% TO 27/S201 ACCESSORY SCHEDULE MARK DESCRIPTION OA FEMININE NAPKIN DISPENSER OB GRAB BAR (36") C GRAB BAR (42") OD TOILET TISSUE DISPENSER OFEMININE NAPKIN DISPOSAL OSOAP DISPENSER AT TOILET ROOM OG ELECTRIC HAND DRYER OH MIRROR OCHEMICAL PROPORTIONER OK DIAPER CHANGING STATION ONOT USED OM NOT USED OPIPE WRAP ODRINKING FOUNTAIN OMOP HOLDER C PAPER TOWEL DISPENSER OR SOAP DISPENSER OVERTICAL GRAB BAR (18") NOTE: 1. REFER TO ARCHITECTURAL SPECIFICATIONS AND Q-SHEETS FOR MODE NUMBERS 2. NOTE THAT SOAP DISPENSERS ARE PROVIDED AND INSTALLED BY MEIJER VENDOR vIW z a' GENERALPROJECT NOTES A. THE CONTRACTORS SHA L THOROUGHLY REVIEW THE CONTRACT DOCUMENTS, VISIT THE PROJECT SITE, AND FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTWG WORK BEFORE SUBMITTING THEIR BIDS. 1_ THE SCOPE OF REQUIRED DEMOLITION IS NOT LIMITED TO ITEMS OR WORK INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTORS SHALI DETERMINE FOR THEMSELVES TME EXACT NATURE AND EXTENT OF SELECTIVE DEMO ITION REQUIRED. 2. ANY DIFFERENCES BETWEEN EXISTING FIELD CONDITIONS AND THE CONTRACT DOCUMENTS SHALI. BE REPORTED TO C.M. FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK. B. TNE CONTRACTOR SHALL OBTAIN ALl PERMITS & PAY ALL NECESSARY FEES C. THROUGHOUT THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE & MAINTAIN TEMP. ENCLOSURES WHITE P ASTIC DUST BARRIERS AND/OR TRAFFIC BARRIERS AS REQ'D OR AS INDICATED ON DWGS. TO MAINTAIN A SAFE AND CLEAN ENVIRONMENT FOR STORE GUESTS AND TEAM MEMBERS. D. ANY SHUT-OFF (EIECT., PLBG, F.P., ETC.) MUST BE COORDINATED WITH THE CONTRACTOR/MANAGER, OWNER REPRESENTATIVE AND LOSS PREVENTION DEPT., A MINIMUM OF TWO (2) DAYS IN ADVANCE E. SA VAGE AND DISPOSAL 1. SA VAGE: DESIGNATED EQUIPMENT SHA L REMAIN THE PROPERTY OF MEWER, INC. WITH DISPOSITION CONFIRMED 8Y C.M. DIRECTION 2. DISPOSAL: THE CONTRACTOR SHALL PROMPTIY AND LEGALLY DISPOSE OF NON-SALVAGED EQUIPMENT AND ALL DEBRIS FROM THE PROJECT AREA. THE CONTRACTORS MAY NOT USE THE STORE COMPACTOR FOR CONSTRUCTION DEBRIS DISPOSA F. ANY DAMAGES CAUSED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE PATCHED AND REPAIRED TO MATCN THE EXISTWG ADJACENT CONSTRUCTION AT NO ADDITIONAL COST TO MEIJER, INC G. NEW MASONRY WALLS SHALL BE CUSTOM CUT TO ALIGN W/ EXIST. CMU & BRICK COURSING IF REQ'D H. PATCH EXISTWG FLOORS PER FOLLOWING INSTRUCTIONS: 1. ALL CONCRETE USED FOR MATCHING AND REPAIR OF THE EXISTING SLAB ON GRADE SHAII MEET THE FOLLOWWG PROPERTIES: a. NORMAI WEIGHT (145 pcf) b. MAXIMUM WATER-CEMENT: RATIO (w/c) = 0.50 c. CEMENT SHALL MEET ASTM C150, TYPE 1 d. FINE AND COURSE AGGREGATES SHALL MEET ASTM C33 2. REMOVE CONCRETE FLOOR SLABS AT IOCATIONS INDICATED ON THE ORAWINGS THICKNESS OF CONCRETE fIOOR ASSUMED TO BE 5 1/2" AT SALES FLOOR AND FOOD PREP AREAS AND 5 1/2" AT BACKROOM AREAS. REFER TO CONSTRUCTION MANAGER BID SCOPE DOCUMENTS FOR PLAN OF GROUND PENETRATING RADAR AND REPORT DATA SHOWING MINOR VARIANCES FROM THESE VALUES. NOTIFY CONSTRUCTION MANAGER WHEN DIFFERENT CONDITIONS ARE ENCOUNTERED. PROVIDE UNIT PRICING FOR DEMO AND SLAB REPIACEMENT ABOVE THE ASSUMED STANDARD THICKNESSES. IF CONCRETE SLABS ARE FOUND TO BE THINNER THAN 4" IN SALES AREA AND 5" IN BACKROOMS, REMOVE Sl.AB AND ADDITIONA FIL IN ORDER TO POUR IN Sl.ABS AT THOSE MINIMUM THICKNESSES. CONCRETE REMOVAL SHAIL BE SAW CUT AT EDGES DOWN TO PROVIDE A CLEAN TRANSITION BETWEEN THE EXISTING AND NEW. OVER-CUT CONCRETE TO BE REMOVED SUCH TNAT UNDERMINING OF EXISTING DOES NOT OCCUR. IF UNDERMINING DOES OCCUR, Fi VOID WITH CONCRETE; DO NOT ATTEMPT TO RECOMPACT WITH SOI. PRIOR TO SAW CUTTING AND REMOVA, THE CONTRACTOR SHALL VERIFY THE EXISTING UTILITIES AND POSSIBLE UNDERGROUND TRENCHES IN THE SURROUNDING AREA AND TAKE ANY PRECAUTION NECESSARY NOT TO DAMAGE OR DISRUPT THAT TO REMAIN. ANY DAMAGE TO EXISTING TO REMAIN SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. FOR MINOR CONCRETE PATCHING QSOLATED PATCHES LESS THAN 1'-6" SQUARE OR STRIP PATCNES LESS THAN 1'-6" WIDE), PROVIDE NEW CONCRETE MEETWG THE ABOVE REQUIREMENTS WITH A MIN. THICKNESS OF EXISTING SLAB. PROVIDE CONCRETE BONDING AGENT BETWEEN SURFACES OF NEW & OLD CONCRETE. 4. FOR MAJOR CONCRETE PATCHING QSOLATED PATCHES GREATER THAN 1'-6" SQUARE OR STRIP PATCHES GREATER THAN 1'-6" WIDE), PROVIDE NEW CONCRETE MEETING TNE ABOVE REQUIREMENTS WITH A MINIMUM THICKNESS OF 4" AT SALES / FOOD PREP AREAS, 5" AT BACKROOM AREAS, OR LARGER IF EXISTWG THICKER SLABS PER NOTE "H-2" ARE ENCOUNTERED. PROVIDECONCRETEBONDWG AGENT BETWEEN SURFACES OF NEW AND OLD CONCRETE. DOWEL NEW TO EXISTING WITH 4x0'-8" BARS AT 12" O.C. MAX.. EMBED DOWEL 4" WITH GROUT. PROVIDE DOWEIS ALL SIDES AND POSITION DOWEIS W CENTER OF NEW CONCRETE PATCH. PROVIDE EXPANSION JOINTS AND CONTROL JOINTS PER DT 21/A503 TO MATCH CURRENT LOCATIONS AND SPACING. 5. S OPE CONCRETE F1.00R SLABS TO DRAINS AS INDICATED ON P ANS AT APPROX. 1/8" : 1'-0" U.N.O. 6. ADD 10 MIl VAPOR BARRIER AT FREEZER SLABS. REFER TO DETAILS 17-19(A503. 7. PRIOR TO CONCRETE PLACEMENT AND NEW UTILITIES, SUBBASE SHAIL BE COMPACTED AND SMOOTH TO PROVIDE A UNIFORM THICKNESS OF CONCRETE PATCH. 8. COORDINATE DEPTH AND P ACEMENT OF NEW UTILITIES SUCH THAT UTI ITIES ARE NOT ENCASED IN NEW PATCH CONCRETE. MAWTAIN A MINIMUM 3" BETWEEN BOTTOM OF CONCRETE PATCH AND UTILITY. 9. PROVIDE CONCRETE SEALER ON ALL SURFACES OF NEW CONCRETE PATCMES- REFER TO A800 DRAWINGS AND SPECIFICATIONS. 10. APPROVED MATERIALS FOR FIL ING BOLT HOLES, CREVICES, CRACKS, OR USED FOR PATCHING SMALL AREAS OF OETERIORATED CONCRETE TO BE AS FOLLOWS: a. DAYTON SUPERIOR CORPORATION - PERMA PATCH b. THE EUCLID CHEMICA COMPANY - EUCOCRETE c. SONNEBORN CHEMREX, INC: EPOLITH PATCHER I. PAINT Al. NEW HVAC DUCT WORK THAT WIL BE EXPOSED IN THE SA ES AREA, CO OR TO MATCN EXISTING SURROUNDING ROOf DECK AND STRUCTURE. PAINT ALl NEW, EXISTING AND/OR RELOCATED MECHANICAL GRILLES IN PERIMETER SALES WALI OR BULKHEADS TO MATCH NEW WALI COLORS. PAWT ALL NEW OR EXISTING ELECTRICAL PANELS EXPOSED TO PUB IC VIEW. COLOR TO MATCH ADJACENT WALL. J. REDO CO OR BANDS ON COLUMNS TO COORDINATE WITH NEW TELEPHONES, EQUIPMENT AND FIRE EXTINGUISHERS RE OCATION. REFER TO DEMO PLANS, E ECTRICAI PLANS AND MEIJER Q-SHEETS. K. REPAWTALIEXISTWGWTERIORSTRUCTURALCOLUMNS AND COLUMN ENC OSURE, AlL EXPOSED DRAIN PIPES, ALL PIPE CHASES AND DROPS, AND ANY EXPOSED PIPING CONNECTED TO COLUMNS - REFER TO FINISH REQUIREMENTS. PREP COIUMNS BY GRINDWG OF ANY IMPERFECTIONS OR PAINT INES. FIL AlL HOLES PRIOR TO PAINT. HOLES OVER 1/4" DIA. TO HAVE'BONDO' OR OTHER SIMILAR SO ID FILLER. PREP AND PATCN ALL EXISTING COLUMN WRAPS PRIOR TO PAINT. L. REPIACE AlL EXISTWG HDPE IMPACT PROTECTION THROUGHOUT AREAS EXPOSED TO PUBLIC VIEW REFER TO DEMO FOR ADDITIONA INFORMATION. M. ANY EXPOSED WALL SURFACE IN SALES AREA TO GET HDPE CRASH RAIL AND P-LAM WAINSCOT. REFER TO A301 & A302 AND COORDINATE W( MEIJER Q-SNEETS. N. ALL EXPOSED WALL SURFACE IN SALES AREA SHALL RECEIVE HDPE CRASH RAIL AND P-AM WAINSCOT. REFER TO A301 & A302 AND COORDINATE w/ MEIJER Q-SHEET. O. PROVIDE CLEAR CORNER GUARDS ON A PAINTED WA S TO 8'-0" A.F.F. PROVIDE COI.ORED 1 112" GUARDS ON P-LAM WAINSCOT CORNER BELOW BUMPERS TO MATCN HDPE. P. PROVIDE CONTROL JOINTS IN ALL NEW GYP. BD. CONSTRUCTION AT MAXIMUM SPACWG OF 30'-0" O.C. OR AS SPECIFICALLY SHOWN ON PLANS, SUCH AS DOOR OPENINGS. PROVIDE VERTICAL MOVEMENT CONTROL JOINT AT A NEW ROOF SUPPORTED BULKHEADS INTERSECTING WITH NEW OR EXISTING STUD WAL CONSTRUCTION. Q. WHERE NEW WA I CONSTRUCTION TO DECK IS PARALLEL TO AND ALIGNS WITH EXISTING ROOF STRUCTURE BEAM, JOIST OR GIRDERS, WFILL WEBBING SIMILAR TO DT 13/A502 OR BOX AROUND MEMBER ON PUB IC SA ES SIDE OF MEMBER. R. PATCH AND REPAIR ALL STUD AND GYP. BD. CONSTRUCTION AROUND EXISTING ELECTRICA PANELS WHERE WIRES ARE "UNfISHABLE" AND SHEATHING DEMOLITION IS REQUIRED. S. PATCH AND REPAIR GYP. BD. AROUND NEW DOOR AND FRAMES ADDED TO EXISTING WALLS. RETURN GYP. BD. TO FRAME ON THICKER EXTERIOR WALLS. T. CAULK FILL AI.L PRECAST WALL SAW CUT "OVERAGES" PAST DESIRED OPENINGS. FILL AL FLOOR OVERCUTS W/ MM80. U. PROVIDE 20-GA. CONCEALED FASTENER STAINLESS STEEL CLOSURE STRIPS AT ALL FIXED FOOD PREP EQUIPMENT AND COOLER/FREEZER PANELS AGAINST WA S FOR FUL HEIGHT OF EQUIPMENT- REFER TO Q-DOCUMENTS.EEE V. REMOVE ESTIMATED (20) EXISTING ABANDONED REFRIGERATION PIT BOXES THROUGH STORE. FILL HOLE AND ADD NEW SLAB TO MATCH EXISTWG. COORDINATE FINAL COUNT AND LOCATION WI R.C. AND PROVIDE UNIT COSTS AS SPECIFIED IN BID SCOPES. W. PROVIDE 1-1/2" METAL DECK, ROOF INSULATION AND ROOF MEMBRANE TO MATCH EXISTING AT ALL HIGH ROOF R.T.U. I.00ATIONS BEING REMOVED. REMOVE CURB BUT KEEP ANG E FRAME FOR NEW DECK SUPPORT. PAINT PER SHT. A700 - REFER TO MECHANICAL DEMO. FOR LOCATIONS. X. MEIJER RFM DEPARTMENT IS RESPONSIBIE FOR MAINTENANCE CLEANING OF BUILDING COMPONENTS SUCH AS (BUT NOT LIMITED TO) VESTIBU E FLOOR, WA S AND LINEAR METAL CEILING AS WELL AS EXTERIOR POWER WASHWG OF CANOPIES, SOFFITS AND COLUMN BASES NOT AFfECTED BY REMODEL SPECIFIC SCOPE OF WORK SUCH AS EXTERIOR PAINTING. CONTRACTOR TO COORDINATE SCHEDULING W/ OWNER TO INTEGRATE THESE CLEANING REQUIREMENTS WITH CONSTRUCTION PROGRESS. t IW z N KEY P AN MATCH LINE SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB snu Tz wc PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS IDEAS. OESIGNS ARftANGEMENTS ORAWINGS ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. zr jt s y. i f Ft trr,, i, MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: ADDENDA #2 drawn: checked: date: comm. no.: 2-13-2015 1401808 ENLARGED PLANS Bid/Permit/ Construction Set 2-13-2015 SYMBOL EGEND A-10- M INTERIOR WALL TYPE- REFER TO SCHEDULE 101 DOOR NUMBER BARRIER FREE / ADA ACCESSIBLE METAL STUD WALL CAST IN PLACE OR PRECAST CONCRETE F OOR DRAIN; SEE MECHANICAL U A u LADDER, WALL MOUNTED ROOF HATCH ABOVE CHAIN LINK FENCE; SEE CIVI PIPE BO LARD HDPE BUMPER GUARDS STEEL ANGLE MANUAL FIRE ALARM GENERA NOTES 1. LAYOUT WORK AND VERIFY ALL DIMENSIONS AND CONDITIONS WITH THOSE INDICATED ON DRAWWGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. SEE ENLARGED FLOOR PLANS FOR OTHER DIMENSIONS. 3. SEE ROOM FINISH SCHEDULE A603 AND FLOOR FINISH PLANS FOR FINISHES. 4. EXTEND A WALLS TIGHT TO DECK ABOVE UN ESS NOTED OTHERWISE. 5. FOR STUD WALLS THAT GO TO DECK W/O SHEATHING ON BOTH SIDES, PROVIDE INTERNAL BRACING- REFER TO DTL 6/A502. 6. REFER TO DTLS. 8- 11/A502 FOR TYP. VERT. CONTROL JOINTS AT COLUMNS, WALL TO CORNER, WALL TO BULKHD., OR GENERAL WALL CONTROL JOINT SPACING RESPECTIVELY WHETHER SHOWN ON P ANS OR NOT. 7. TOP OF SIDEWALK OUTSIDE OF EXIT DOORS SHALL BE HELD 1(4" BELOW FINISHED FLOOR. 8. MAIN FLOOR ELEVATIONS: 100'-0". REFER TO CIVI FOR ACTUA E EVATION. 9. REFER TO G102 FOR LOCATION OF FIRE EXTINGUISHERS. 10. INSTALL DEFLECTION HEADS AT AL NEW STUDS CONSTRUCTED TIGHT TO DECK, EXIST. STRUCTURE OR BULKHEADS- REFER TO DTLS. 12-14/A502 RESPECTIVELY. 11. REFER TO DTLS. 18-21/A502 FOR TYPICAL ROOF DETAILS FOR NEW HVAC WORK. COORDINATE W/ MECHANICAL. 12. INSTALL OWNER PROVIDED NEW CASE SHELVWG CORNER GUARDS THROUGHOUT STORE PER DT 7/A503 AND Q SHEETS. 13. REPLACE HDPE BUMPERS ON ALL EXISTING COLUMNS IN SALES AREA PER DTL 11/A503 W/ NEW BP101. REPLACE ALL HDPE WA L CHAIR RAILS W/ BP101 & P-LAM. WAINSCOT PER DTLS. 12 & 13/A503, U.N.O. . 14. PROVIDE CONCENTRATED LOAD REINF. AT ALL JOISTS WHERE POWT LOAD IS MORE THAN 6" FROM PANEL POINT AND POINT OAD GREATER THAN 200 BS. - REFER TO DTL 6/S301. 15. PROVIDE WALL MOUNTED ANG E SUPPORT FOR WATER HEATERS OR BATTERY CHARGERS - REFER TO DT S & 8/S301. COORD. w/ MEIJER Q-SHEETS & M.E.P. DRAWINGS 16. PROVIDE 2"x2" S.S. CORNER GUARDS ON ALL WALL TI E 90° OR 135° CORNERS FULL HEIGHT TO CEILING. REFER TO DTL 4/A604 (SIM.) 17. PROVIDE PLASTIC BOLLARD COVERS OVER ALL NEW & EXIST. EXTERIOR CONC. FILLED STEE PIPE BUMP POSTS - SEE CIVIL. 18. CAULK ALL WALL PENETRATIONS AND/OR STRUCTURAL PENETRATIONS THROUGH NEW OR EXIST. GYP. BD. CONSTRUCTION WHERE VISIBLE TO PUB IC. 19. PATCH & REPAIR ALL INTERIOR AND EXTERIOR SURFACES FROM REMOVAL OF EXISTING SIGNAGE OR EQUIPMENT. INFILL DOOR OPENING WITH METAL STUD FRAMING 9 REPAIR DAMAGED STUD AND DRYWA ON SA ES AND GYPSUM BOARD TO MEET AND MATCH WALL FROM IMPACT SUSTAINED BY EXISTWG ADJACENT FINISHES. STOCK/SHE VES IN BACKROOM BEHIND 02 INFILL WA FROM BU KHEAD ABOVE DOWN TO 10 REPLACE EXISTING DRYWAL SHEATHWG w/ NEW FLOOR WITH METAL STUD FRAMWG & GYP. BOARD O P-LAM WAINSCOT MDF AND HDPE CHAIR RAIL PER TO MEET AND MATCH EXISTWG ADJACENT DETAI 12/A503 FINISHES. ADD HORZ. CONTROL JOINT PER 14/A502 11 CHASE WALL FOR LOZIER CORNERSI/2° GYP.BD. O3 INFILL EXIST. WALL OPENING THAT MATCHES EXIST. ON 3 5/8" METAL STUDS TO HEIGHT 1" TALLER SURROUNDWG ADJACENT WALL CONSTR., THAN ADJACENT SHELVES (REFER TO Q-SHEETS) THICKNESS AND FINISHES. CAP WITH 1/2" HDPE TOP AND TRIM SIM. TO DETAI OPROVIDE METAL STUD AND DRYWALL CLOSURE 1/A502 BULKHEAD OVER PERIMETER OF COOLER & 12 NOT USED FREEZER TO DECK PER DTL 6(A604. 5 EXTEND GYP. B0. ON EXIST. WALLS UP TO DECK 13 HOUSING FOR RO ING SHUTTER ABOVEOORCOLUMNWRAPTOBOTTOMOFROOF STRUCTURE 14 EXISTING PLATFORM / ADDER TO REMAINO NOT USED 15 NOT USEDO ON ALL EXISTING BACK SALES WALLS, ADD EITHER 16 NEW MIL WORK- REFER TO MEIJER G2-DOCS FORO1/2" OR 5/8" (F.V. TO MATCH EXISTING) GYP. BD. & ADD'L. INFO FURR. TO MATCH EXISTING DUE TO REDUCTION OF SHELVING HEIGHT EXTEND MIN. 2" PAST ALL NEW SHELF LOCATIONS. REFER TO Q-SHEETS FOR SHELVING HEIGHT O8 1/2" MOISTURE RESISTANT GYP. BD. ON MIN. 1/2" RESILIENT "Z" FURRING OR HAT CHANNEL OVER NEW/EXISTING COO ER PANEL FOR HARD TILE INSTALLATION IN FOOD PREP AREAS. 17 FURNISH AND INSTALL ANGLE FRAMES PER STRUCTURAL ON ROOF STRUCTURE FOR MECHANICAL OR REFRIGERATION ROOF EQUIPMENT. VERIFY FINA AYOUT, SIZE, AND LOCATION wl MECHANICAL AND EQUIP. SUPPLIER. REINFORCE PANEL POINTS OF ALL AFFECTED ROOF JOISTS PER DETAI S ON S303. 18 4'-0" HIGH FRP ON (2) WALLS AT BASIN. EXTEND 1'-0" 24 1/2" x 6" MIN HDPE CLOSURE AT EXPOSED ENDS OFBEYONDFOORRECESS- REFER TO DT 16-18/A605 CASES NOT TIGHT AGAINST WA. MOUNT TO CASE FULL HEIGHT. REFER TO Q-SHEETS FOR EQUIP. 19 FURNISH AND INSTA FRP FIBERG ASS REINF. LAYOUT PANELS 1 AYER 8'-0" HIGH x 4'-0" LENGTH EA. 25 SERVICE SINK, REFER TO P UMBINGWALLADJACENTTOSERVICESINK SINK, REFER TO PLUMBING 20 RE-STRIPE 4" WIDE PAINTED TRAFFIC YEL OW 27 ECHANICAL EQUIPMENT, SEE MECHANICA STRIPES WITH 12" SPACING, COORDINATE W/ MEIJER Q-SHEETS AND A800 SERIES 2s ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL 21, PROVIDE AND INSTAL 20 GA. STAIN ESS STEEL NEW DRINKING FOUNTAIN - REFER TO PLUMBING 29 DRAWINGSMETALWRAPSOFEXISTINGALUMINUMENTRY <> DOOR FRAMES FROM FLOOR TO HEADER. FLUSH 30 NOT USED COUNTER SINK FASTENERS. CUT OUT OPENINGS AS REQUIRED FOR A HARDWARE AND OCKS. 31 NTERIOR PIPE BOLLARD- REFER TO DTL 1/A503 REPAIR OR GRIND EXISTING ALUMINUM FRAMES TO KEEP WRAPS AS TIGHT AS POSSIBLE TO FRAMES. 32 PROTECTION RAIL - REFER TO DTL 2/A503 22 PROVIDE AND INSTAL 20-GA. CONCEA ED 33 CART GUIDE POST- REFER TO DT 3/A503 - VERIFY FASTENER STAINLESS STEEL CLOSURE STRIPS AT / FINAL POST LOCATION AT ALL AUTOMATIC SWING AL FIXED FOOD PREP EQUIPMENT AND AND SLIDER DOORS. - COORDINATE LOCATION COOLER/FREEZER PANELS AGAWST WALLS FOR N TH C.M. FULL HEIGHT OF EQUIPMENT- REFER TO Q-SHEETS 34 NOT USEDOORFUL HEIGHT 2"x2" WALL CORNER GUARD. 23, NOT USED 35 COOLER FLOOR RAIL REFER TO Q-SHEETS & DTL 8/A503 36 PATCH / REPAIR / EXTEND EXIST. COOLER OROFREEZERPERIMETERANGLEPROTECTIONTO MATCH EXIST.- REFER TO DT S. 9& 10/A503 37 DECORATIVE BOLLARD WITH 10" COVER - REFER TO CIVI DETAIL 3g ADD CONC. FILLED STEEL WRAP AROUND EXIST. COLUMN- REFER TO DTL 12/S301 39 NOT USED 4 NOT USED 41 DECORATIVE FENCE & GATES- SEE DTLS. 11-14/A604. 42 DECORATNE GUARD FENCE- SEE DTLS. 15-16/A604. 43 PREP EXISTING PRECAST WAL PANELS FOR PAINT. REMOVE ALL EQUIPMENT & GROUT FILL A L EXPOSED HOLES AND DEFECTS. REPAIR CUT ENDS OF REDUCED SHADE C OTH TOP 44 COLUMN CONNECTORS. ADD GALV. CHAIN LINKO FENCE CAP TO CUT ENDS OR WELD GALV. 1/4" STEE PLATE CAP. 45 NOT USED 46 NOT USED 47 REP ACE AL EXIST. TOILET ROOM PARTITIONS. REINSTALL EXISTING TOILET PARTITIONS IN SAME 48 LOCATION AFTER ROOM FINISHES COMPLETION, REP ACE DAMAGED AND DEFECTIVE HARDWARE 49 ADD VERTICA GRAB BAR TO ALL EXISTING HANDICAP STALLS IN RESTROOMS AND INSTALL T.P. ROLL UNDER HORIZ. GRAB BAR. REFER TO TYPICAL MOUNTING HEIGHTS ON A605 5o PROVIDE S.S. CORNER CORNER GUARD WITH EXTENDED LEGS w/ COUNTERSUNK PAN-HEAD FASTENERS INTO EXISTING GLAZED CMU FOR SUPPORT OF NEW M.R. BOARD. O51 PROVIDE 1'-0" x 1'-0" VENT w. BIRD SCREEN IN MASONRY VENEER WALL ASSEMBLY. NEW EXTERIOR CONCRETE - REFER TO CIVIL52 DRAWINGS. 53 NEW CONCRETE CURB REFER TO CIVI DR WINA GS 54 EXISTING CONCRETE CURB TO REMAIN O55 NEW CONCRETE CURB ALONG BUILDWG - REFER TO 27/5201 tt 1 W 1 NLHKV U F'LAN 24-HR. ENTRYI CUSTOMER SERVICE N A100 sca E: is°=-o° KEY PLAN GENERALPROJECT NOTES A. THE CONTRACTORS SHA L THOROUGH Y REVIEW THE CONTRACT DOCUMENTS, VISIT THE PROJECT SITE, AND FAMILIARI2E THEMSELVES WITH ALL CONDITIONS AFFECTING WORK BEFORE SUBMITTING THEIR BIDS. 1. TME SCOPE OF REQUIRED DEMOLITION IS NOT IIMITED TO ITEMS OR WORK INDICATED W THE CONTRACT DOCUMENTS. THE CONTRACTORS SHA L DETERMINE FOR THEMSELVES THE EXACT NATURE AND EXTENT OF SEI.ECTIVE DEMOLITION REQUIRED. 2. ANY DIFFERENCES BETWEEN EXISTING FIELD CONDITIONS AND THE CONTRACT DOCUMENTS SHALL BE REPORTED TO C.M. FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK. B. THE CONTRACTOR SHALL OBTAIN ALL PERMITS & PAY ALL NECESSARY FEES C. THROUGHOUT THE DURATION OF THE PROJECT, THE CONTRACTOR SHA PROVIDE & MAINTAIN TEMP. ENC OSURES, WHITE PLASTIC DUST BARRIERS, AND/OR TRAFFIC BARRIERS AS REQ'D OR AS INDICATED ON DWGS. TO MAINTAIN A SAFE AND CLEAN ENVIRONMENT FOR STORE GUESTS AND TEAM MEMBERS. D. ANY SHUTAFF (ELECT., PLBG., F.P., ETC.) MUST BE COORDINATED WITH THE CONTRACTOR/MANAGER, OWNER REPRESENTATIVE AND LOSS PREVENTION DEPT., A MINIMUM OF TWO 2 DAYS IN ADVANCE E. SALVAGE AND DISPOSA 1. SALVAGE: DESIGNATED EQUIPMENT SHALL REMAIN THE PROPERTY OF MEIJER, INC. WITH DISPOSITION CONFIRMED BY 0.M. DIRECTION 2. DISPOSAL: THE CONTRACTOR SHALL PROMPTLY AND LEGA Y DISPOSE OF NON-SALVAGED EQUIPMENT AND ALL DEBRIS FROM THE PROJECT AREA. THE CONTRACTORS MAY NOT USE THE STORE COMPACTOR FOR CONSTRUCTION DEBRIS DISPOSAL F. ANY DAMAGES CAUSED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE PATCHED AND REPAIRED TO MATCH THE EXISTING ADJACENT CONSTRUCTION AT NO ADDITIONAL COST TO MEIJER, INC G. NEW MASONRY WAI.S SHA L BE CUSTOM CUT TO ALIGN W/ EXIST. CMU & BRICK COURS WG IF REQ'D H. PATCH EXISTING FIOORS PER FOL OWWG INSTRUCTIONS: i. ALL CONCRETE USED FOR MATCHING AND REPAIR OF THE EXISTING SLAB ON GRADE SHALL MEET THE FOLLOWING PROPERTIES: a. NORMAL WEIGHT (145 pcf) b. MAXIMUM WATER-CEMENT: RATIO (w/c) = 0.50 a CEMENT SHALL MEET ASTM C150, TYPE 1 d. FINE AND COURSE AGGREGATES SHALL MEET ASTM C33 2. REMOVE CONCRETE FLOOR SLABS AT LOCATIONS INDICATED ON THE DRAWWGS. TMICKNESS OF CONCRETE FLOOR ASSUMED TO BE 5 1!2" AT SA ES FLOOR AND FOOD PREP AREAS AND 5 1!2" AT BACKROOM AREAS. REFER TO CONSTRUCTION MANAGER BID SCOPE DOCUMENTS FOR PI.AN OF GROUND PENETRATING RADAR AND REPORT DATA SNOWING MINOR VARIANCES FROM THESE VAWES. NOTIFY CONSTRUCTION MANAGER WHEN DIFFERENT CONDITIONS ARE ENCOUNTERED. PROVIDE UNIT PRICING FOR DEMO AND SLAB REPLACEMENT ABOVE THE ASSUMED STANDARD THICKNESSES. IF CONCRETE S ABS ARE FOUND TO BE THINNER THAN 4" IN SAI.ES AREA AND 5" IN BACKROOMS, REMOVE SLAB AND ADDITIONAL FILL IN ORDER TO POUR IN SLABS AT THOSE MINIMUM THICKNESSES. CONCRETE REMOVAI SHALL BE SAW CUT AT EDGES DOWN TO PROVIDE A CLEAN TRANSITION BETWEEN THE EXISTING AND NEW. OVER-CUT CONCRETE TO BE REMOVED SUCH THAT UNDERMINING OF EXISTING DOES NOT OCCUR. IF UNDERMINING DOES OCCUR, FILL VOID WITN CONCRETE; DO NOT ATTEMPT TO RECOMPACT WITH SOIL. PRIOR TO SAW CUTTING AND REMOVAI, THE CONTRACTOR SHALL VERIFY THE EXISTING UTILITIES AND POSSIBIE UNDERGROUND TRENCHES IN THE SURROUNDING AREA AND TAKE ANY PRECAUTION NECESSARY NOT TO DAMAGE OR DISRUPT THAT TO REMAIN. ANY DAMAGE TO EXISTING TO REMAIN SHAL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. FOR MINOR CONCRETE PATCHING QSOLATED PATCHES LESS THAN t'-6" SQUARE OR STRIP PATCHES LESS TMAN P-6" WIDE), PROVIDE NEW CONCRETE MEETING THE ABOVE REQUIREMENTS WITH A MIN. THICKNESS OF EXISTING SLAB. PROVIDE CONCRETE BONDING AGENT BETWEEN SURFACES OF NEW & O D CONCRETE. 4_ FOR MAJOR CONCRETE PATCHWG QSOLATED PATCHES GREATER THAN 1'-6" SQUARE OR STRIP PATCHES GREATER THAN 1'-6" WIDE), PROVIDE NEW CONCRETE MEETING THE ABOVE REQUIREMENTS WITH A MINIMUM THICKNESS OF 4" AT SA ES / FOOD PREP AREAS, 5" AT BACKROOM AREAS, OR LARGER IP EXISTING THICKER S ABS PER NOTE "H-2" ARE ENCOUNTERED. PROVIDE CONCRETE BONDING AGENT BETWEEN SURFACES OF NEW AND OLD CONCRETE. DOWE NEW TO EXISTING WITH 4x0'-S" BARS AT 12" Q0. MAX.. EMBED DOWEL 4" WITH GROUT. PROVIDE DOWELS ALL SIDES AND POSITION DOWELS IN CENTER OF NEW CONCRETE PATCH. PROVIDE EXPANSION JOINTS AND CONTRO JOINTS PER DT 21/A503 TO MATCH CURRENT LOCATIONS AND SPACW G. 5. SLOPE CONCRETE PIOOR S ABS TO DRAINS AS INDICATED ON PLANS AT APPROX. 1/8" : 1'-0" U.N.O. 6. ADD 10 MIL VAPOR BARRIER AT FREE2ER SLABS. REFER TO DETAILS 17-19/A503. 7. PRIOR TO CONCRETE PLACEMENT AND NEW UTILITIES, SUBBASE SHALL BE COMPACTED AND SMOOTH TO PROVIDE A UNIFORM THICKNESS OF CONCRETE PATCH. 8. COORDINATE DEPTH AND PLACEMENT OF NEW UTILITIES SUCH THAT UTILITIES ARE NOT ENCASED IN NEW PATCH CONCRETE. MAWTAIN A MINIMUM 3" BETWEEN BOTTOM OF CONCRETE PATCH AND UTILITY. 9. PROVIDE CONCRETE SEA ER ON ALL SURFACES OF NEW CONCRETE PATCHES- REFER TO A800 DRAWINGS AND SPECIFICATIONS. 10. APPROVED MATERIAIS FOR FILIWG BOLT HOLES, CREVICES, CRACKS, OR USED FOR PATCHWG SMALL AREAS OF DETERIORATED CONCRETE TO BE AS FOLLOWS: a. DAYTON SUPERIOR CORPORATION - PERMA PATCH b. THE EUCLID CHEMICAL COMPANY - EUCOCRETE a SONNEBORN CHEMREX, INC.- EPO ITH PATCHER L PAINT A L NEW HVAC DUCT WORK THAT WI L BE EXPOSED W THE SALES AREA, COLOR TO MATCH EXISTWG SURROUNDWG ROOF DECK AND STRUCTURE. PAINT A L NEW, EXISTING AND/OR RELOCATED MECHANICAL GRILLES IN PERIMETER SALES WA L OR BULKHEADS TO MATCH NEW WA L COLORS. PAINT AL NEW OR EXISTING ELECTRICAL PANELS EXPOSED TO PUBLIC VIEW. COLOR TO MATCH ADJACENT WAII. J. REDO COLOR BANDS ON COLUMNS TO COORDINATE WITH NEW TELEPHONES, EQUIPMENT AND FIRE EXTINGUISHERS RELOCATION. REFER TO DEMO PLANS, ELECTRICAL PLANS AND MEIJER Q-SHEETS. K. REPAINT A L EXISTING INTERIOR STRUCTURAL COLUMNS AND COLUMN ENCLOSURE, ALL EXPOSED DRAIN PIPES, AL PIPE CHASES AND DROPS, AND ANY EXPOSED PIPWG CONNECTED TO COLUMNS - REFER TO FINISH REQUIREMENTS. PREP COLUMNS BY GRINDING OF ANY IMPERFECTIONS OR PAINT LINES. FIL ALL HOLES PRIOR TO PAINT. HOLES OVER t/4" DIA. TO HAVE'BONDO' OR OTHER SIMILAR SOLID FILLER. PREP AND PATCH ALL EXISTING COLUMN WRAPS PRIOR TO PAINT. L. REPI.ACE ALL EXISTING HDPE IMPACT PROTECTION THROUGHOUT AREAS EXPOSED TO PUB IC VIEW REFER TO DEMO FOR ADDITIONAL INfORMATION. M_ ANY EXPOSED WALL SURFACE IN SALES AREA TO GET HDPE CRASH RAII AND P-LAM WAINSCOT. REFER TO A301 & A302 AND COORDINATE W/ MEIJER Q-SHEETS. N. ALL EXPOSED WALL SURFACE IN SA ES AREA SHALL RECEIVE HDPE CRASH RAIL AND P-LAM WAINSCOT. REFER TO A301 & A302 AND COORDINATE w/ MEIJER Q-SHEET. O. PROVIDE C EAR CORNER GUARDS ON ALL PAINTED WALLS TO 8'-0" A.F.F. PROVIDE CO ORED 1 1/2" GUARDS ON R AM WAINSCOT CORNER BE OW BUMPERS TO MATCH HDPE. P. PROVIDE CONTRO JOINTS IN ALL NEW GYP. BD. CONSTRUCTION AT MAXIMUM SPACWG OF 30'-0" O.C. OR AS SPECIFICAILY SHOWN ON P ANS, SUCH AS DOOR OPENINGS. PROVIDE VERTICAL MOVEMENT CONTROL JOINT AT ALL NEW ROOF SUPPORTED BULKHEAOS INTERSECTING WITM NEW OR EXISTING STUD WALL CONSTRUCTION. Q. WHERE NEW WALL CONSTRUCTION TO DECK IS PARA EL TO AND ALIGNS WITH EXISTING ROOF STRUCTURE BEAM, JOIST OR GIRDERS, INFIL WEBBING SIMILAR TO DT 13fA502 OR BOX AROUND MEMBER ON PUBLIC SALES SIDE OF MEMBER. R. PATCH AND REPAIR ALL STUD AND GYP. BD. CONSTRUCTION AROUND EXISTING ELECTRICAI PANELS WHERE WIRES ARE "UNFISHAB E" AND SHEATHING DEMOLITION IS REQUIRED. S. PATCH AND REPAIR GYP. BD. AROUND NEW DOOR AND FRAMES ADDED TO EXISTING WA S. RETURN GYP. BD. TO FRAME ON THICKER EXTERIOR WAL S. L CAULK FILL ALL PRECAST WALL SAW CUT "OVERAGES" PAST DESIRED OPENWGS. PILL AlL PLOOR OVERCUTS W/ MM80. U. PROVIDE 20.GA. CONCEALED FASTENER STAINLESS STEEL CLOSURE STRIPS AT AL FIXED FOOD PREP EQUIPMENT AND COO ERlFREEZER PANE S AGAINST WALLS FOR FU HEIGHT OF EQUIPMENT- REFER TO Q-DOCUMENTS.EEE V. REMOVE ESTIMATED (20) EXISTING ABANDONED REFRIGERATION PIT BOXES THROUGH STORE. FILL HOLE AND ADD NEW SLAB TO MATCH EXISTING. COORDINATE FINAL COUNT AND LOCATION W/ R.C. AND PROVIDE UNIT COSTS AS SPECIFIED IN BID SCOPES. W. PROVIDE 1-1/2" METAL DECK, ROOF INSULATION AND ROOF MEMBRANE TO MATCH EXISTWG AT All HIGH ROOF R.T.U. LOCATIONS BEING REMOVED. REMOVE CURB BUT KEEP ANGIE FRAME FOR NEW DECK SUPPORT. PAINT PER SHT. A700 - REFER TO MECHANICAL DEMO. FOR LOCATIONS. X. MEIJER RFM DEPARTMENT IS RESPONSIBLE FOR MAINTENANCE C EANING OF BUILDING COMPONENTS SUCH AS (BUT NOT IIMITED TO) VESTIBULE FLOOR, WALLS AND LINEAR META CEILING AS WELL AS EXTERIOR POWER WASHING OF CANOPIES, SOFFITS AND COLUMN BASES NOT AFFECTED BY REMODEL SPECIFIC SCOPE OF WORK SUCH AS EXTERIOR PAINTING. CONTRACTOR TO COORDINATE SCHEDULING W/ OWNER TO INTEGRATE THESE C EANING REQUIREMENTS WITH CONSTRUCTION PROGRESS. REFER TO A101 FOR ACCESSORY SCHEDULE TCH dE SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPED FOR ITS OWN USE NONE OF THE IDEAS OESIGNS ARRANGEMEMS OR PLANS SHALL 8E USE08Y OR DISCLOSED TO ANY PERSON ARCNITECTURAL OR ENGINEERING FIRM CONSTRUCTION FIRM SUBCONTRACTING FIRM SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRii"fEN PERMISSION OF SCHENKELB snu Tz wc PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. D. M '%, C, G\ S t f RF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. 1 Iil x't zr jt s y. iF;rtt't rrt.. a rt MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: drawn: checked: date: comm. no.: 2-13-2015 1401808 Bid/Permit/ Construction Set 2-13-2015 W Z J U H Q SYMBOL LEGEND A-10-M INTERIOR WALL TYPE- REFER TO SCHEDULE 101 DOOR NUMBER i BARRIER FREE / ADA ACCESSIBLE METAL STUD WALL CAST IN P ACE OR PRECAST CONCRETE 0 FLOOR DRAIN; SEE MECHANICAL LADDER, WALL MOUNTED ROOF HATCH ABOVE CHAIN LINK FENCE; SEE CIVIL PIPE BOLLARD HDPE BUMPER GUARDS STEEL ANGLE MANUAL FIRE A,4RM GENERALNOTES 1. LAYOUT WORK AND VERIFY ALL DIMENSIONS AND CONDITIONS WITH THOSE INDICATED ON DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. EE EN AR ED L R PLAN F R THER DIMEN I N. S L G F 00 S O O SO S 3. SEE ROOM FINISH SCHEDU E A603 AND FLOOR FINISH P ANS FOR FINISHES. 4. EXTEND ALL WAL S TIGHT TO DECK ABOVE UNLESS NOTED OTHERWISE. 5. FOR STUD WALLS THAT GO TO DECK W/O SHEATHING ON BOTH SIDES PROVIDE INTERNA BRACING- REFER TO DTL 6/A502. 6. REFER TO DTLS. 8- 11(A502 FOR TYP. VERT. CONTROL JOINTS AT COLUMNS, WALL TO CORNER, WALL TO BULKHD., OR GENERAL WALL CONTROL JOINT SPACING RESPECTIVE Y WHETHER SHOWN ON P ANS OR NOT. 7. TOP OF SIDEWALK OUTSIDE OF EXIT DOORS SHALL BE HELD 1(4" BELOW FINISHED FLOOR. 8. MAIN FLOOR E EVATIONS: 100'-0". REFER TO CIVI FOR ACTUA E EVATION. 9. REFER TO G102 FOR LOCATION OF FIRE EXTINGUISHERS. 10. INSTA DEFLECTION HEADS AT ALL NEW STUDS CONSTRUCTED TIGHT TO DECK, EXIST. STRUCTURE OR BULKHEADS- REFER TO DTLS. 12-14/A502 RESPECTIVELY. 11. REFER TO DTLS. 18-21/A502 FOR TYPICA ROOF DETAILS FOR NEW HVAC WORK. GOORDINATE W/ MECHANICAL. 12. INSTA OWNER PROVIDED NEW CASE SHE VING CORNER GUARDS THROUGHOUT STORE PER DTL 7/A503 AND Q SHEETS. 13. REPLACE HDPE BUMPERS ON ALL EXISTING COLUMNS IN SALES AREA PER DTL 11/A503 W/ NEW BP101. REPLACE ALL HDPE WA L CHAIR RAILS W/ BP101 & P-LAM. WAINSCOT PER DTLS. 12 & 13/A503, U.N.O. . 14. PROVIDE CONCENTRATED LOAD REINF. AT ALL JOISTS WHERE POINT LOAD IS MORE THAN 6" FROM PANE POINT AND POINT LOAD GREATER THAN 200 LBS. - REFER TO DTL 6/S301. 15. PROVIDE WA L MOUNTED ANG E SUPPORT FOR WATER HEATERS OR BATTERY CHARGERS - REFER TO DT S 7& 8/S301. COORD. w/ MEIJER Q-SHEETS & M.E.P. DRAWINGS 16. PROVIDE 2"x2" S.S. CORNER GUARDS ON A WA TILE 90° OR 135° CORNERS FULL HEIGHT TO CEILING. REFER TO DTL 4/A604 (SIM.) 17. PROVIDE PLASTIC BOLLARD COVERS OVER ALL NEW & EXIST. EXTERIOR CONC. FILLED STEE PIPE BUMP POSTS - SEE CIVIL. 1$. CAULK ALL WALL PENETRATIONS AND/OR STRUCTURAL PENETRATIONS THROUGH NEW OR EXIST. GYP. BD. CONSTRUCTION WHERE VISIBLE TO PUBLIC. 19. PATCH & REPAIR ALL INTERIOR AND EXTERIOR SURFACES FROM REMOVAL OF KEY NOTES 0INFILL DOOR OPENING WITH META STUD FRAMING1 REPAIR DAMAGED STUD AND DRYWALL ON SALES AND GYPSUM BOARD TO MEET AND MATCH WALL FROM IMPACT SUSTAINED BY EXISTING ADJACENT FINISHES. STOCK/SHE VES IN BACKROOM BEHIND 2 INFILL WAL FROM BULKHEAD ABOVE DOWN TO 10 REP ACE EXISTWG DRYWALL SHEATHING w/ NEW FLOOR WITH METAL STUD FRAMING & GYP. BOARD O P-LAM WAINSCOT, MDF AND HDPE CHAIR RAIL PER TO MEET AND MATCH EXISTING ADJACENT DETAIL 12/A503 FINISHES. ADD HORZ. CONTRO JOINT PER 14/A502 11 CHASE WALL FOR OZIER CORNERS1/2" GYP.BD. 3 INFILL EXIST. WALL OPENING THAT MATCHES EXIST. ON 3 5/8" METAL STUDS TO HEIGHT 1" TALLER SURROUNDING ADJACENT WALL CONSTR., THAN ADJACENT SHELVES (REFER TO Q-SHEETS) THICKNESS AND FINISHES. CAP WITH 1/2" HDPE TOP AND TRIM SIM. TO DETAIL 04 PROVIDE METAL STUD AND DRYWALL CLOSURE 1/A502 BULKHEAD OVER PERIMETER OF COOLER & 12 NOT USED FREEZER TO DECK PER DTL 6/A604. 5 EXTEND GYP. BD. ON EXIST. WALLS UP TO DECK 13 HOUSWG FOR ROLLING SHUTTER ABOVEO OR COLUMN WRAP TO BOTTOM OF ROOF STRUCTURE 14 EXISTING P ATFORM / ADDER TO REMAINO O6 NOT USED 15 NOT USEDO 7 ON ALL EXISTING BACK SALES WALLS, ADD EITHER 16 NEW MILLWORK- REFER TO MEIJER Q-DOCS FORO1/2" OR 5/8" (F.V. TO MATCH EXISTING) GYP. BD. & ADD'L. INFO FURR. TO MATCH EXISTING DUE TO REDUCTION FURNISH AND INSTALL ANGLE FRAMES PEROFSHELVINGHEIGHTEXTENDMIN. 2" PAST ALL 17ONEWSHELFLOCATIONS. REFER TO Q-SHEETS FOR STRUCTURA ON ROOF STRUCTURE FOR SHELVING HEIGHT MECHANICA OR REFRIGERATION ROOF EQUIPMENT. VERIFY FINAL LAYOUT, SIZE, AND 1/2" MOISTURE RESISTANT GYP. BD. ON MIN. 1/2" LOCATION w/ MECHANICAL AND EQUIP. SUPPLIER. O RESILIENT "Z" FURRING OR HAT CHANNEL OVER REINFORGE PANEL POINTS OF ALL AFFECTED NEW/EXISTING COOLER PANEL FOR HARD TILE ROOF JOISTS PER DETAILS ON S303. INSTALLATION IN FOOD PREP AREAS. 18 4'-0" HIGH FRP ON (2) WALLS AT BASIN. EXTEND 1'-0" 24 2" x 6" MIN HOPE CLOSURE AT EXPOSED ENDS OF 37 DECORATIVE BOLLARD WITH 10" COVER - REFER 47 REPLACE ALL EXIST. TOILET ROOM PARTITIONS. BEYOND FLOOR RECESS REFER TO DTL 16 18/A605 CASES NOT TIGHT AGAINST WA. MOUNT TO CASE TO CIVI DETAIL REINSTALL EXISTING TOILET PARTITIONS IN SAME FULL HEIGHT. REFER TO Q-SHEETS FOR EQUIP. 38 ADD CONC. FILLED STEEL WRAP AROUND EXIST. 48 LOCATION AFTER ROOM FINISHES COMPLETION, 19 FURNISH AND INSTALL FRP FIBERGLASS REINF. OLAYOUT REPLACE DAMAGED AND DEFECTIVE HARDWARE PANE S (1) LAYER 8'-0" HIGH x 4'-0" LENGTH EA. COLUMN REFER TO DTL 12/S301 25 SERVICE SINK, REFER TO PLUMBING 49 ADD VERTICAL GRAB BAR TO ALL EXISTINGWALLADJACENTTOSERVICESINK39NOTUSED HANDICAP STA LS IN RESTROOMS AND INSTALL 26 SINK, REFER TO PLUMBING 40 NOT USED T.P. ROLL UNDER HORIZ. GRAB BAR. REFER TO 20 RE-STRIPE 4" WIDE PAINTED TRAFFIC YE OW 27 MECHANICAL EQUIPMENT, SEE MECHANICAL TYPICA MOUNTING HEIGHTS ON A605 STRIPES WITH 12" SPACING, COORDINATE W/ O 41 DECORATIVE FENCE & GATES- SEE DTLS. 11-14/A604. 5o EXTO NDED LEGS wNCOUNOTRSUNK PA N HE D MEIJER Q-SHEETS AND A800 SERIES 2s E ECTRICAL EQUIPMENT, REFER TO ELECTRICA 21,. PROVIDE AND INSTAL 20-GA. STAINLESS STEE NEW DRWKING FOUNTAIN - REFER TO PLUMBING 42 DECORATIVE GUARD FENCE- SEE DTLS. 15-161A604. FASTENERS INTO EXISTING GLAZED CMU FOR METAL WRAPS OF EXISTING ALUMINUM ENTRY 29' DRAWINGS SUPPORT OF NEW M.R. BOARD. DOOR FRAMES FROM FLOOR TO HEADER. FLUSH /\ j PREP EXISTING PRECAST WA PANELS FOR3oNOTUSED43 PROVIDE 1'-0" x 1'-0" VENT w. BIRD SCREEN INCOUNTERSINKFASTENERS. CUT OUT OPENINGS \ PAINT. REMOVE ALL EQUIPMENT & GROUT FILL 51 AS REQUIRED FOR ALL HARDWARE AND OCKS. 31 AL EXPOSED HO ES AND DEFECTS. MASONRY VENEER WALL ASSEMBLY. INTERIOR PIPE BOLLARD- REFER TO DTL 1/A503 REPAIR OR GRIND EXISTING A UMINUM FRAMES TO REPAIR CUT ENDS OF REDUCED SHADE C OTH TOP 52 NEW EXTERIOR CONCRETE - REFER TO GVIL KEEP WRAP A TI HT A P IBLE T FRAME . 44SSGSOSSOS CO UMN CONNECTORS. ADD GALV. CHAIN INK O DRAWINGS. 32 PROTECTION RAIL - REFER TO DTL 2/A503 O FENCE CAP TO CUT ENDS OR WELD GALV. 1/4" _ CART GUIDE POST- REFER TO DTL 3/A503 - VERIFY 53 NEW CONCRETE CURB REFER TO CIVILPROVIDEANDINSTALL20-GA. CONCEALED STEEL PLATE CAP. O22 FA TENER TAI LE TEEL L RE RIP AT 33 DRAWINGS S S N SS S C OSU ST S O FINAL POST LOCATION AT ALL AUTOMATIC SWING ALL FIXED FOOD PREP E UIPMENT AND AND SLIDER DOORS. - COORDINATE LOCATION 45 NOT USED 54 EXISTING CONCRETE CURB TO REMAINO COO ER/FREEZER PANE S AGAINST WALLS FOR WITH C.M. FULL HEIGHT OF EQUIPMENT- REFER TO Q-SHEETS 34 NOT USED 55 NEW CONCRETE CURB ALONG BUILDING - REFER OR FU L HEIGHT 2"x2" WA L CORNER GUARD. O 46 NOT USED O TO 27/S201O O23 NOT USED 3 COOLER FLOOR RAIL REFER TO Q-SHEETS & DTL 8/A503 36 PATCH ( REPAIR / EXTEND EXIST. COOLER ORCFREEZERPERIMETERANGLEPROTECTIONTd MATCH EXIST.- REFER TO DTLS. 9& 10/A503 1 ' ' A 00 SCALE: 1/8"=1'-0" LINE 104 WALL CONSTRUCTION LEGEND KEY THISLETTER CORRESPONDS TO THIS WALL SNEATHING TVPE ON THIS SIDE OF THE WALL A A-10-M THIS NUMBER THIS LETI'ER CORRESPONDS TO THE CORRESPONDS TO THIS CONSTRUCTION TYPE SHEATHING TYPE ON THIS SIDE OF THE WAIL SHEATHING TYPES A- 1/2" GYP. BD. FROM F OOR TO DECK B- 1/2" GYP. BD. UP TO 6" MIN. ABOVE CEILING G 1/2" GYP. BD FROM EXIST. CHAIR RAIL APPROX. 2'-8" A.F.F.) UP TO CEILING REPLACE HDPE & P-LAM BELOW TO NEW FINISH D- 1/2" GYP. BD. UP TO 12'-6" A.F.F. - INSTALL CONT. AMICO ASM .75-9F SECURITY METAL MESH. E- 1/2" MOISTURE RESIST. GYP. BD. UP TO CHAIR RAI FOR WAINSCOT. GYP. BD. UP TO TOP OF WALL. PROVIDE CAP w/ 1/2" HDPE TOP AND TRIM - SIMILAR TO DETAIL 1 /A502. F- 1/2" MOISTURE RESIST. GYP. BD. UP TO DECK FOR F.R.P. OR C.T. FINISHES G- 1l2" MOISTURE RESIST. GYP. BD. UP TO 6" MW. ABOVE CEILING FOR F.R.P. OR C.T. FINISHES H- 1/2" MOISTURE RESISTANT GYP.BD. UP TO MIN. 6" ABOVE CEILWG FOR FRP OR C.T. FINISHES w/ 1(2" GYP.BD. ABOVE TO DECK J- 3/8" MOISTURE RESISTANT GYP. BD. UP TO MIN. 6" ABOVE CEILING FOR C.T. FINISHES. K- 1/2" F.R.T. PLYWD. UP TO 4'-0" A.F.F. w/ RflETAL MESH ABOVE TO DECK L- 1/2" F.R.T. PLYWD. UP TO 8'-0" A.F.F. w/ METAL MESH ABOVE TO DECK M- 1/2" F.R.T. PLYWD. UP TO 12'-0" A.F.F. w/ META MESH ABOVE TO DECK N- 1/2" F.R.T. PLYWD. UP TO DECK O- (NOT USED) P- 1/2" F.R.T. MDF BOARD UP TO CHAIR RAI OVER MASONRY OR PRECAST SURFACES DOUBLE LAYER HDPE TRIM. REFER TO DETAIL 13/A503 Q- 1/2" F.R.T. PLYWD. UP TO H.D.P.E. CHAIR RAIL FOR WAINSCOT, THEN 1(2" GYP. BD. UP TO DECK - SEE DTL 12/A503 R- 1/2" F.R.T. PLYWD. UP TO H.D.P.E. CHAIR RAIL FOR WAINSCOT, THEN 1/2" GYP. BD. UP TO 6" MIN. ABOVE CEILING - SEE DTL 12/A503 S- 1/2" F.R.T. PLYWD. UP TO HDPE CHAIR RAIL FOR WAINSCOT, EXISTING GYP.BD. ABOVE TO REMAIN - SEE DT 12/A503 T- 1/2" F.R.T. PLYWD. UP TO S'-0' A.F.F., THEN 1/2" GYP. BD. UP TO DECK w/ ADD'. AYER OF 1l2" GYP. BD. FROM FLR. UP TO DECK U- 1/2" F.R.T. PLYWD. UP TO 8'-0" A.F.F., THEN 1/2" GYP. BD. UP TO DECK V- NOT USED W- 5/8" GYP.BD. TO DECK ON EXISTING WALL w/ CURRENTLY 5(8" SHEATHING MATERIAL X- EXIST. CONSTR. TO REMAIN Y- THIN BRICK VENEER, BELDON SIENNA BLEND VELOUR Z- NO SHEATHING REQUIRED CONSTRUCTION TYPES ALL MTL FRAMING 20 GA. U.N.O. ALL STUDS 1-5/8" BY DEPTH INDICATED UN ESS NOTED OTHERWISE - WERE STUD OR FURRING INDICATED PROVIDE FUL SYSTEM w/ REQUIRED BRIDGING, BRACING AND TRACKS OF SAME GA. U.N.O. 1- 1-1/2" MTL. FURR. AT 16" O.C. UP TO DECK 2- 1-1/2" MTL. FURR. AT 16" O.C. UP TO 6" MIN. ABOVE CEILING 3- 1/2" RESILIENT'Z' FURR. OR HAT CHANNEL AT 16" O.G. TO MIN. 6" ABOVE CEILING 4- 3-5/8" MTL. STUDS AT 16" O.C. UP TO EXISTING BULKHEAD FRAMING. 5- 3-5/8" MTL STUDS AT 16" O.C. UP TO DECK 6- 3-5/8" MTL. STUDS AT 16" O.C. UP TO 6" MIN. ABOVE CEI WG 7- (NOT USED) 8- 3-5/8" MTL. STUDS AT 16" O.C. UP TO TOP OF NEW OR EXIST. REFRIG. WALL PANEL 9- 3-5/8" MTL. STUDS AT 16" O.C. UP TO DECK w! 3 1/2" SOUND BATT INSUL. UP TO 6" MIN. ABOVE CEILWG 10- 3-5/8" MTL. STUDS AT 16" O.C. UP TO 6" MIN. ABOVE CEI ING w( 3-1/2" SOUND BATT INSUL. 11- (NOT USED) 12- PLUMBING CHASE w/ (2) SEPARATE WALLS 3-5/8" MTL. STUDS AT 16" O.C. UP TO DECK w/ 3-1/2" SOUND BATT INSUL. UP TO DECK - REFER TO PLAN FOR OVERALL CHASE DIMENSION 13- (NOT USED) 14- 6" MTL. STUDS AT 16" O.C. UP TO EXISTING BULKHEAD FRAMING. 15- 6" MTL. STUDS AT 16" O.C. UP TO DECK 16- 6" MTL. STUDS AT 16" O.C. UP TO 6" MIN. ABOVE CEI WG 17- 6" MTL STUDS AT 16" O.C. UP TO 12'-6" A.F.F. 18- 6" MTL. STUDS AT 16" O.C. UP TO TOP OF NEW OR EXIST. REFRIG. WALL PANEL 19- 6" MTL. STUDS AT 16" O.C. UP TO DECK w/ 3-1/2" SOUND BATT INSUL. UP TO 6" MIN. ABOVE CEILWG 20- 6" MTL. STUDS AT 16" O.C. UP TO 6" MIN. ABOVE CEI ING w( 3-1/2" SOUND BATT INSUL. 21- (NOT USED) 22- 6" CO D FORMED META FRAMING STUDS AT 12" O.C. UP TO BOTT OF EXIST. STEEL STRUCTURE 23- (NOT USED) 24 (NOT USED) 25- (NOT USED) 26- (NOT USED) 27- (NOT USED) 28- (NOT USED) 29- (NOT USED) 30- 1-1/2" MTL. FURR. AT 16" O.C. OVER NEW OR EXIST. REFRIG. WALL PANEL; INSTALL UP TO TOP OF PANEL, THEN 6" MTL. STUDS AT 16" O.C. FROM TOP OF PANEL UP TO DECK. ALIGN FURRING & STUDS FOR CONTINUOUS GYP. BD. INSTALL 31- 3-5/8" MT. STUDS AT 16" O.C. OVER NEW OR EXIST. REFRIG. WALL PANEL; INSTALL UP TO TOP OF PANEL, THEN 6" MTL. STUDS AT 16" O.C. FROM TOP OF PANEL UP TO DECK. ALIGN STUDS FOR CONTINUOUS GYP. BD. INSTAL 32- (NOT USED) 33- (NOT USED) 34- (NOT USED) 35- (NOT USED) 36- (NOT USED) 37- (NOT USED) 38- (NOT USED) 39- 4" NOMINAL CMU WAL w/ ADDER TYPE REINFORCING AT 16" O.C. VERT UP TO DECK 40- 4" NOMINA FACE BRICK TO MATCH EXISTING FRONT OF 8" NOMINAL CMU BACKUP w/ LADDER TYPE REINFORCING AT 16" O.C.VERT FROM 11'-4" A.F.F. UP TO 14'-0" A.F.F. 41- MANUFACTURED VENEER STONE - REFER TO EXTERIOR ELEVATIONS AND SPECS. FOR MARE INFORMATION 42- (NOT USED) 43- EXIST. REFRIGERATION COO ER / FREEZER WALL PANEL TO REMAIN 44- NEW REFRIGERATION COOLER / FREEZER WA L PANE- REFER TO REFRIGERATION PACKAGE 45- (NOT USED) 46- (NOT USED) 47- (NOT USED) 48- (NOT USED) 49- EXISTING ALUMINUM FRAMED GLAZING SYSTEM TO REMAIN 50- EXIST. WOOD STUD CONSTR. TO REMAIN 51- EXIST. MTL. STUD / FURR. CONSTR. TO REMAIN 52- EXIST. MASONRY WALL CONSTR. TO REMAIN 53- EXIST. PRECAST WALL PANEL CONSTR. TO REMAIN UW el i:7_:Z Iqxi i[ A. THE CONTRACTORS SHALL THOROUGHLY REVIEW THE CONTRACT DOCUMENTS, VISIT THE PROJECT SITE, AND FAMILIARIZE THEMSELVES WITH ALl CONDITIONS AFFECTING WORK BEFORE SUBMITTWG THEIR BIDS. 1. THE SCOPE OF REQUIRED DEMOLITION IS NOT LIMITED TO ITEMS OR WORK INDICATED W THE CONTRACT DOCUMENTS. THE CONTRACTORS SHALL DETERMINE FOR THEMSELVES THE EXACT NATURE AND EXTENT OF SE ECTNE DEMOLITION REQUIRED. 2. ANY DIFFERENCES BETWEEN EXISTING FIELD CONDITIONS AND THE CONTRACT DOCUMENTS SHA L BE REPORTED TO C.M. FOR CONSIDERATION BEFORE PROCEEDING WITH THE WORK. B. THE CONTRACTOR SHA I OBTAIN ALL PERMITS & PAY AL NECESSARY FEES C. THROUGHOUT THE DURATION OF THE PROJECT, THE CONTRACTOR SHAIL PROVIDE & MAINTAIN TEMP. ENCLOSURES, WHITE PLASTIC DUST BARRIERS, AND/OR TRAFFIC BARRIERS AS REQ'D OR AS INDICATED ON DWGS. TO MAINTAIN A SAFE AND CLEAN ENVIRONMENT FOR STORE GUESTS AND TEAM MEMBERS. D. ANY SHUT-OFF (ELECT., P BG., F.P., ETC.) MUST BE COORDINATED WITH THE CONTRACTOR/MANAGER, OWNER REPRESENTATIVE AND OSS PREVENTION DEPT., A MINIMUM OF TWO 2 DAYS IN ADVANCEi) E. SALVAGE AND DISPOSAL 1. SALVAGE: DESIGNATED EQUIPMENT SHALL REMAIN THE PROPERTY OF MEI,IER, INC. WITH DISPOSITION CONFIRMED BY 0.M. DIRECTION 2. DISPOSAL: THE CONTRACTOR SHAL PROMPTLY AND LEGALLY DISPOSE OF NON-SA VAGED EQUIPMENT AND Al. DEBRIS FROM THE PROJECT AREA. THE CONTRACTORS MAY NOT USE THE STORE COMPACTOR FOR CONSTRUCTION DEBRIS DISPOSAL F. ANY DAMAGES CAUSED BY THE CONTRACTOR DURWG CONSTRUCTION SHALL BE PATCHED AND REPAIRED TO MATCH THE EXISTING ADJACENT CONSTRUCTION AT NO ADDITIONAL COST TO MEIJER, WC G. NEW MASONRY WALLS SHALL BE CUSTOM CUT TO ALIGN W/ EXIST. CMU & BRICK COURSING IF REQ'D H. PATCH EXISTING FLOORS PER FOL OWING INSTRUCTIONS: 1. AL CONCRETE USEO FOR MATCHING AND REPAIR OF THE EXISTING SlA6 ON GRADE SHALL MEET THE FO OWING PROPERTIES: a. NORMAL WEIGHT (145 pcfl b. MAXIMUM WATER-CEMENT: RATIO (w/c) = 0.50 c. CEMENT SHAL MEET ASTM C150, TYPE 1 d. FINE AND COURSE AGGREGATES SHALI MEET ASTM C33 2. REMOVE CONCRETE FLOOR SIABS AT LOCATIONS INDICATED ON THE DRAWINGS. THICKNESS OF CONCRETE FLOOR ASSUMED TO BE 5 1/2" AT SALES FLOOR AND FOOD PREP AREAS AND 5 1/2" AT BACKROOM AREAS. REFER TO CONSTRUCTION MANAGER BID SCOPE DOCUMENTS FOR P AN OF GROUND PENETRATING RADAR AND REPORT DATA SHOWING MINOR VARIANCES FROM THESE VALUES. NOTIFY CONSTRUCTION MANAGER WHEN DIFFERENT CONDITIONS ARE ENCOUNTERED. PROVIDE UNIT PRICING FOR DEMO AND S AB REPLACEMENT ABOVE THE ASSUMED STANDARD THICKNESSES. IF CONCRETE SLABS ARE FOUND TO BE THINNER THAN 4" IN SA ES AREA AND 5" IN BACKROOMS, REMOVE SLAB AND ADOITIONAL FILL IN OROER TO POUR IN SLABS AT THOSE MINIMUM THICKNESSES. CONCRETE REMOVAL SHALL BE SAW CUT AT EDGES DOWN TO PROVIDE A CLEAN TRANSITION BETWEEN THE EXISTWG AND NEW. OVER-CUT CONCRETE TO BE REMOVED SUCH THAT UNDERMINING OF EXISTING DOES NOT OCCUR. IF UNDERMINING DOES OCCUR, FILL VOID WITH CONCRETE; DO NOT ATTEMPT TO RECOMPACT WITH SOIL. PRIOR TO SAW CUTTING AND REMOVAL, THE CONTRACTOR SHAL VERIFY THE EXISTING UTILITIES AND POSSIBLE UNDERGROUND TRENCHES IN THE SURROUNDING AREA AND TAKE ANY PRECAUTION NECESSARY NOT TO DAMAGE OR DISRUPT THAT TO REMAIN. ANY DAMAGE TO EXISTING TO REMAIN SHA L BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3_ POR MINOR CONCRETE PATCHWG (ISOLATED PATCHES LESS THAN 1'-6" SQUARE OR STRIP PATCHES LESS THAN 1'-6" WIDE), PROVIDE NEW CONCRETE MEETING THE ABOVE REQUIREMENTS WITH A MIN. THICKNESS OF EXISTING SLAB. PROVIDE CONCRETE BONDING AGENT BETWEEN SURFACES OF NEW & OLD CONCRETE. 4. FOR MAJOR CONCRETE PATCHING (ISOLATED PATCHES GREATER THAN 1'-6" SQUARE OR STRIP PATCHES GREATER THAN 1'-6" WIDE), PROVIDE NEW CONCRETE MEETING TME ABOVE REQUIREMENTS WITH A MINIMUM THICKNESS OF 4" AT SALES / FOOD PREP AREAS, 5" AT BACKROOM AREAS, OR LARGER IF EXISTING THICKER SLABS PER NOTE "H-2" ARE ENCOUNTERED. PROVIDE CONCRETE BONDING AGENT BETWEEN SURFACES OF NEW AND OLD CONCRETE. DOWEL NEW TO EXISTING WITH 4x0'-8" BARS AT 12" O.C. MAX.. EMBED DOWEL 4" WITH GROUT. PROVIDE DOWELS ALL SIDES AND POSITION DOWELS W CENTER OF NEW CONCRETE PATCH. PROVIDE EXPANSION JOINTS AND CONTROL JOINTS PER DTL 21/A503 TO MATCH CURRENT OCATIONS AND SPACING. 5. SLOPE CONCRETE FLOOR SLABS TO DRAINS AS INDICATED ON PLANS AT APPROX. 1/8" : 1'-0" U.N.O. 6. ADD 10 MIL VAPOR BARRIER AT FREEZER SLABS. REFER TO DETAILS 17-19/A503. 7. PRIOR TO CONCRETE PLACEMENT AND NEW UTILITIES, SUBBASE SHALI. BE COMPACTED AND SMOOTH TO PROVIDE A UNIFORM THICKNESS OF CONCRETE PATCN. COORDINATE DEPTH AN PLACEMENT OF NEW UTILITIES SUCH THAT UTILITIES ARE NOT ENCASED IN NEW PATCH CONCRETE. MAINTAIN A MINIMUM 3" BETWEEN BOTTOM OF CONCRETE PATCH AND UTILITY. 9. PROVIDE CONCRETE SEALER ON ALL SURFACES OF NEW CONCRETE PATCHES- REFER TO A800 DRAWINGS AND SPECIFICATIONS. 10. APPROVEO MATERIALS FOR FILLING BO T NOLES, CREVICES, CRACKS, OR USED FOR PATCHWG SMALI AREAS OF DETERIORATED CONCRETE TO BE AS Fo ows: a. DAYTON SUPERIOR CORPORATION - PERMA PATCH b. THE EUCLID CHEMICAL COMPANY - EUCOCRETE c. SONNEBORN CHEMREX, WC.- EPOLITH PATCHER I. PAINT ALL NEW HVAC DUCT WORK THAT WILL BE EXPOSED IN THE SALES AREA, COLOR TO MATCH EXISTING SURROUNDING ROOF DECK AND STRUCTURE. PAINT ALL NEW, EXISTWG AND/OR REIOCATED MECHANICAL GRILLES IN PERIMETER SALES WALL OR BU KHEADS TO MATCH NEW WALL COLORS. PAINT A L NEW OR EXISTING ELECTRICAI. PANEI.S EXPOSED TO PUBLIC VIEW. CO OR TO MATCH ADJACENT WA. J. REDO COLOR BANDS ON COLUMNS TO COORDINATE WITH NEW TELEPHONES, EQUIPMENT AND FIRE EXTINGUISHERS RELOCATION. REFER TO DEMO PLANS, ELECTRICAL P ANS AND MEIJER Q-SHEETS. K. REPAINT ALL EXISTING INTERIOR STRUCTURA COLUMNS AND COLUMN ENCLOSURE, AL EXPOSED DRAIN PIPES, Al. PIPE CHASES AND DROPS, AND ANY EXPOSED PIPWG CONNECTED TO COLUMNS - REFER TO FINISH REQUIREMENTS. PREP COLUMNS BY GRINDING OF ANY IMPERFECTIONS OR PAINT LINES. FILL ALl HOLES PRIOR TO PAINT. HOLES OVER 1/4" DIA. TO HAVE'BONDO' OR OTHER SIMILAR SOLID FILLER. PREP AND PATCH ALL EXISTING COLUMN WRAPS PRIOR TO PAINT. L. REPLACE ALL EXISTING HDPE IMPACT PROTECTION THROUGHOUT AREAS EXPOSED TO PUB IC VIEW REFER TO DEMO FOR ADDITIONAL INFORMATION. M. ANY EXPOSED WALL SURFACE IN SA ES AREA TO GET HDPE CRASH RAIL AND P-lAM WAINSCOT. REFER TO A301 & A302 AND COORDINATE W! MEIJER Q-SHEETS. N. AL EXPOSED WA SURFACE IN SALES AREA SHAL RECEIVE HDPE CRASH RAIL AND P-LAM WAINSCOT. REFER TO A301 & A302 AND COORDINATE w/ MEIJER Q-SHEET. O_ PROVIDE CLEAR CORNER GUARDS ON ALL PAINTED WALLS TO 8'-0" A.F.P_ PROVIDE COLORED 1 1/2" GUARDS ON P-LAM WAINSCOT CORNER BELOW BUMPERS TO MATCH HDPE. P. PROVIDE CONTROL JOINTS IN ALL NEW GYP. BD. CONSTRUCTION AT MAXIMUM SPACING OF 30'-0" O.C. OR AS SPECIFICALLY SHOWN ON PLANS, SUCH AS DOOR OPENINGS. PROVIDE VERTICA MOVEMENT CONTRO JOINT AT ALL NEW ROOF SUPPORTED BU KHEADS INTERSECTING WITH NEW OR EXISTING STUD WA L CONSTRUCTION. Q. WHERE NEW WALL CONSTRUCTION TO DECK IS PARALLEL TO AND A IGNS WITH EXISTING ROOF STRUCTURE BEAM, JOIST OR GIRDERS, INFI WEBBING SIMI AR TO DTL 13/A502 OR BOX AROUND MEMBER ON PUBLIC SALES SIDE OF MEMBER. R_ PATCH AND REPAIR All STUD ANO GYP. BD. CONSTRUCTION AROUND EXISTING ELECTRICAL PANELS WHERE WIRES ARE "UNFISHABLE" AND SHEATHING DEMO ITION IS REQUIRED. S. PATCH AND REPAIR GYP. BD. AROUND NEW DOOR AND FRAMES ADDED TO EXISTING WAL S. RETURN GYP. BD. TO FRAME ON THICKER EXTERIOR WA LS. T. CAULK FILL ALL PRECAST WAL SAW CUT "OVERAGES" PAST DESIRED OPENWGS. FIL ALL F OOR OVERCUTS W/ MM80. U. PROVIDE 20-GA. CONCEA ED FASTENER STAINLESS STEE C OSURE STRIPS AT A L FIXED FOOD PREP EQUIPMENT AND COOLER/FREEZER PANE S AGAINST WALLS FOR FULL HEIGHT OF EQUIPMENT- REFER TO Q-DOCUMENTSEEE V. REMOVE ESTIMATED (20) EXISTING ABANDONED REFRIGERATION PIT BOXES TMROUGH STORE_ FILL HOLE AND ADD NEW SLAB TO MATCH EXISTING. COORDINATE FINAL COUNT AND LOCATION W/ R.C. AND PROVIDE UNIT COSTS AS SPEGFIED IN BID SCOPES. W. PROVIDE 1-1/2" META DECK, ROOF INSU ATION AND ROOF MEMBRANE TO MATCH EXISTING AT A L HIGH ROOF R.T.U. LOCATIONS BEING REMOVED. REMOVE CURB BUT KEEP ANGLE FRAME FOR NEW DECK SUPPORT. PAINT PER SHT. A700 - REFER TO MECHANICAL DEMO. FOR LOCATIONS. X. MEIJER RFM DEPARTMENT IS RESPONSIBLE FOR MAINTENANCE CLEANWG OF BUI DING COMPONENTS SUCH AS (BUT NOT IMITED TO) VESTIBULE F OOR, WALLS AND IINEAR METAL CEILING AS WELI AS EXTERIOR POWER WASHING OF CANOPIES, SOFFITS AND COLUMN BASES NOT AFFECTED BY REMODEL SPECIFIC SCOPE OF WORK SUCH AS EXTERIOR PAINTING. CONTRACTOR TO COORDINATE SCHEDULING W/ OWNER TO INTEGRATE THESE CLEANING REQUIREMENTS WITH CONSTRUCTION PROGRESS. U'W UIW N KEY P AN TCH dE SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRii"fEN PERMISSION OF SCHENKELB snu Tz wc PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. x't zr t yl s F, r¢ MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: ADDENDA #2 drawn: checked: date: comm. no.: 2-13-2015 1401808 ENLARGED P ANS Bid/Permitl Construction Set 2-13-2015 SYMBOL LEGEND A-10- M INTERIOR WALL TYPE- REFER TO SCHEDULE 101 DOOR NUMBER BARRIER FREE / ADA ACCESSIBLE METAL STUD WALL CAST IN PLACE OR PRECAST CONCRETE E6! :: 0 0 F OOR DRAIN; SEE MECHANICAL LADDER, WALL MOUNTED ROOF HATCH ABOVE CHAIN LINK FENCE; SEE CIVIL PIPE BOLLARD HDPE BUMPER GUARDS STEEL ANG E MANUAL FIRE ALARM GENERALNOTES 1. LAYOUT WORK AND VERIFY ALL DIMENSIONS AND CONDITIONS WITH THOSE INDICATED ON DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. SEE ENLARGED FLOOR PLANS FOR OTHER DIMENSIONS. 3. SEE ROOM FINISH SCHEDU E A603 AND FLOOR FINISH P,4NS FOR FINISHES. 4. EXTEND ALL WALLS TIGHT TO DECK ABOVE UNLESS NOTED OTHERWISE. 5. FOR STUD WALLS THAT GO TO DECK W/O SHEATHING ON BOTH SIDES, PROVIDE INTERNA BRACING- REFER TO DTL 6/A502. 6. REFER TO DTLS. 8- 11/A502 FOR TYP. VERT. CONTROL JOINTS AT COLUMNS, WAL TO CORNER, WA L TO BULKHD., OR GENERA WALL CONTROL JOINT SPACING RESPECTIVE Y WHETHER SHOWN ON P ANS OR NOT. 7. TOP OF SIDEWALK OUTSIDE OF EXIT DOORS SHALL BE HELD 1/4" BELOW FINISHED F OOR. MAIN FLOOR ELEVATIONS: 100'-0". REFER TO CIVIL FOR ACTUAL ELEVATION. 9. REFER TO G102 FOR LOCATION OF FIRE EXTINGUISHERS. 10. INSTA DEFLECTION HEADS AT ALL NEW STUDS CONSTRUCTED TIGHT TO DECK, EXIST. STRUCTURE OR BULKHEADS- REFER TO DTLS. 12-14/A502 RESPECTIVELY. 11. REFER TO DTLS. 18-21/A502 FOR TYPICAL ROOF DETAILS FOR NEW HVAC WORK. COORDINATE W/ MECHANICAL. 12. INSTA L OWNER PROVIDED NEW CASE SHE VING CORNER GUARDS THROUGHOUT STORE PER DTL 7/A503 AND Q SHEETS. 13. REPLACE HDPE BUMPERS ON ALL EXISTING COLUMNS W SALES AREA PER DTL 11/A503 W/ NEW BP101. REPLACE ALL HDPE WA L CHAIR RAILS W! BP101 & P-LAM. WAINSCOT PER DTLS. 12 & 13/A503, U.N.O. . 14. PROVIDE CONCENTRATED OAD REWF. AT AL JOISTS WHERE POINT LOAD IS MORE THAN 6" FROM PANE POINT AND POINT LOAD GREATER THAN 200 LBS. - REFER TO DTL 6/S301. 15. PROVIDE WA L MOUNTED ANG E SUPPORT FOR WATER HEATERS OR BATTERY CHARGERS - REFER TO DTLS 7& 8/S301. COORD. w( MEIJER Q-SHEETS & M.E.P. DRAWINGS 16. PROVIDE 2"x2" S.S. CORNER GUARDS ON A WA TILE 90° OR 135° CORNERS FULL HEIGHT TO CEILING. REFER TO DTL 4/A604 (SIM.) 17. PROVIDE PLASTIC BOLLARD COVERS OVER ALL NEW & EXIST. EXTERIOR CONC. FILLED STEE PIPE BUMP POSTS - SEE CIVIL. 18. CAULK ALL WALL PENETRATIONS AND/OR STRUCTURAL PENETRATIONS THROUGH NEW OR EXIST. GYP. BD. CONSTRUCTION WHERE VISIBLE TO PUBLIC. 19. PATCH & REPAIR ALL INTERIOR AND EXTERIOR SURFACES FROM REMOVAL OF EXISTING SIGNAGE OR EQUIPMENT. K Y NOTES CINFILL DOOR OPENING WITH META STUD FRAMING 09 REPAIR DAMAGED STUD AND DRYWALL ON SA ES AND GYPSUM BOARD TO MEET AND MATCH WALL FROM IMPACT SUSTAINED BY EXISTING ADJACENT FINISHES. STOCK/SHELVES IN BACKROOM BEHIND INFI L WA FROM BU KHEAD ABOVE DOWN TO 10 REPLACE EXISTING DRYWALL SHEATHING w/ NEW FLOOR WITH METAL STUD FRAMWG & GYP. BOARD p_LAM WAINSCOT, MDF AND HDPE CHAIR RAIL PER TO MEET AND MATCH EXISTWG ADJACENT DETAI 12/A503 FINISHES. ADD HORZ. CONTROL JOINT PER 14/A502 11 CHASE WALL FOR OZIER CORNERS1/2" GYP.BD. 3 INFILL EXIST. WALL OPENING THAT MATCHES EXIST. ON 3 5/8" METAL STUDS TO HEIGHT 1" TALLER SURROUNDING ADJACENT WALL CONSTR., THAN AOJACENT SHELVES (REFER TO Q-SHEETS) THICKNESS AND FINISHES. CAP WITH 1/2" HDPE TOP AND TRIM SIM. TO DETAI CPROVIDE METAL STUD AND DRYWALL CLOSURE 1(A502 BULKHEAD OVER PERIMETER OF COOLER & 12 NOT USED FREEZER TO DECK PER DT 6/A604. 5 EXTEND GYP. BD. ON EXIST. WALLS UP TO DECK 13 HOUSWG FOR ROLLING SHUTTER ABOVEC OR COLUMN WRAP TO BOTTOM OF ROOF O STRUCTURE 14 EXISTING PLATFORM / ADDER TO REMAINO C NOT USED 15 NOT USED 7 ON ALL EXISTING BACK SALES WALLS, ADD EITHER 16 NEW MILLWORK- REFER TO MEIJER Q-DOCS FOR 1/2" OR 5/8" (F.V. TO MATCH EXISTWG) GYP. BD. & ' ADD'L. WFO FURR. TO MATCH EXISTING DUE TO REDUCTION OF SHELVING HEIGHT EXTEND MIN. 2" PAST ALL 17 FURNISH AND INSTALL ANGLE FRAMES PEROTRTRANRTRTRERNEWSHELFLOCATIONS. REFER TO Q-SHEETS FOR S UC U L O OOF S UC U FO SHELVING HEIGHT MECHANICAL OR REFRIGERATION ROOF EQUIPMENT. VERIFY FINAL LAYOUT, SIZE, AND 1/2" MOISTURE RESISTANT GYP. BD. ON MIN. 1/2" g LOCATION w/ MECHANICAL AND EQUIP. SUPPLIER. RE ILIENT "Z" F RRIN R HAT HANNEL VERSUGOCO REINFORCE PANEL POINTS OF ALL AFFECTED NEW/EXISTING COOLER PANEL FOR HARD TILE ROOF JOISTS PER DETAILS ON S303. INSTALLATION IN FOOD PREP AREAS. N ENLARGED PLAN @ 2 BACKROOM / BREAK ROOM AREA A SCALE: 1/8"=1'-0" N 3 GARDEN CENTER REAR DOORS A100 SCA E: 1!8"=1'-0" ACCESSORY SCHEDU E MARK DESCRIPTION FEMININE NAPKIN DISPENSER OGRAB BAR (36") GRAB BAR (42") OTOILET TISSUE DISPENSER OFEMININE NAPKIN DISPOSAL OSOAP DISPENSER AT TOILET ROOM G E ECTRIC HAND DRYER OH MIRROR OJ CHEMICAL PROPORTIONER DIAPER CHANGING STATION ONOT USED ONOT USED OPIPE WRAP ODRINKING FOUNTAIN OMOP HOLDER OQ PAPER TOWEL DISPENSER OSOAP DISPENSER VERTICAL GRAB BAR (18") E: REFER TO ARCHITECTURAL SPECIFICATIONS AND Q-SHEETS FOR MODEL NUMBERS NOTE THAT SOAP DISPENSERS ARE PROVIDED AND INSTA LED BY MEIJER VENDOR 18 4'-0" HIGH FRP ON (2) WALLS AT BASIN. EXTEND 1'-0" 24 1/2" x 6" MIN HDPE CLOSURE AT EXPOSED ENDS OF 37 DECORATIVE BOLLARD WITH 10" COVER - REFER 47 REP ACE AL EXIST. TOILET ROOM PARTITIONS. BEYOND FLOOR RECESS REFER TO DTL 16 18/A605 CASES NOT TIGHT AGAINST WA. MOUNT TO CASE TO CIVIL DETAIL REINSTALL EXISTING TOILET PARTITIONS IN SAME FULL HEIGHT. REFER TO Q-SHEETS FOR EQUIP. gg ADD CONC. FILLED STEEL WRAP AROUND EXIST. 48 OCATION AFTER ROOM FINISHES COMP ETION, 1s FURNISH AND INSTA FRP FIBERG ASS REINF. LAYOUT COLUMN- REFER TO DTL 12/S301 REP ACE DAMAGED AND DEFECTIVE HARDWARE PANELS (1) AYER 8'-0" HIGH x 4'-0" LENGTH EA. / 25 SERVICE SINK, REFER TO PLUMBING ADD VERTICAL GRAB BAR TO ALL EXISTINGWAL ADJACENT TO SERVICE SINK / 39 NOT USED qgO HANDICAP STALLS IN RESTROOMS AND INSTALL 26 SINK, REFER TO PLUMBING 4o NOT USED T.P. ROLL UNDER HORIZ. GRAB BAR. REFER TO O20 RE-STRIPE 4" WIDE PAINTED TRAFFIC YE OW 27 MECHANICAL EQUIPMENT, SEE MECHANICA TYPICA MOUNTING HEIGHTS ON A605 STRIPES WITH 12" SPACING, COORDWATE W/ O 41 DECORATIVE FENCE & GATES- SEE DTLS. 11-14/A604. MEIJER Q-SHEETS AND A800 SERIES 28 ELECTRICAL EQUIPMENT, REFER TO ELECTRICAL 5o EXTOENDED LEGS wNCOUN TRSUNK PA N H AD 21 PROVIDE AND INSTA 20-GA. STAW ESS STEEL NEW DRWKING FOUNTAIN - REFER TO PLUMBING 42 DECORATIVE GUARD FENCE- SEE DTLS. 15 16/A604. O 29 O FASTENERS INTO EXISTING GLAZED CMU FOR META WRAPS OF EXISTING A UMINUM ENTRY DRAWWGS SUPPORT OF NEW M.R. BOARD. DOOR FRAMES FROM FLOOR TO HEADER. FLUSH 30 NOT USED 43 PA NTEREMOVE ALL EQUI MENT & GROUTOFL L PROVIDE 1'-0" x 1'-0" VENT w. BIRD SCREEN INCOUNTERSWKFASTENERS. CUT OUT OPENINGS 51 MASONRY VENEER WAL ASSEMB Y. AS REQUIRED FOR ALL HARDWARE AND LOCKS. 31 INTERIOR PIPE BOLLARD- REFER TO DTL 1/A503 AL EXPOSED HO ES AND DEFECTS. REPAIR OR GRIND EXISTWG A UMINUM FRAMES TO O REPAIR CUT ENDS OF REDUCED SHADE C OTH TOP NEW EXTERIOR CONCRETE - REFER TO CIVIL KEEP WRAPS AS TIGHT AS POSSIB E TO FRAMES. qq < 52 32 PROTECTION RAIL - REFER TO DTL 2/A503 COLUMN CONNECTORS. ADD GALV. CHAW LINK DRAWINGS. O FENCE CAP TO CUT ENDS OR WELD GALV. 1/4" _ PROVIDE AND INSTALL 20-GA. CONCEALED CART GUIDE POST- REFER TO DT 3lA503 - VERIFY STEE PLATE CAP. 53 NEW CONCRETE CURB REFER TO CIVILO22 FA TENER TAINLE TEEL L RE TRIP AT 33 DRAWINGS S S SS S C OSU S S % FINAL POST LOCATION AT ALL AUTOMATIC SWING ALL FIXED FOOD PREP E UIPMENT AND AND SLIDER DOORS. - COORDINATE OCATION 45 NOT USED 54 EXISTING CONCRETE CURB TO REMAINQOv GOOLER/FREEZER PANELS AGAINST WALLS FOR WITH C.M. FULL HEIGHT OF EQUIPMENT- REFER TO Q-SHEETS 34 NOT USED 55 NEW CONCRETE CURB ALONG BUILDWG - REFERO46NOTUSEDTO27/S201ORFULHEIGHT2"x2" WALL CORNER GUARD. 23 NOT USED 35 COOLER FLOOR RAIL REFER TO Q-SHEETS & DTL 8/A503 36 PATCH / REPAIR / EXTEND EXIST. COOLER OR FREEZER PERIMETER ANG E PROTECTION Td MATCH EXIST.- REFER TO DTLS. 9& 10/A503 j 1 iI :' '•• ' WALL CONSTRUCTION LEGEND KEY THIS IETTER CORRESPONDS TO THIS SHEATHING TYPE ON THIS SIDE OF THE WALL THIS NUMBER `THIS LETTER CORRESPONDSTO THE CORRESPONDSTOTHIS CONSTRUCTION TYPE SHEATHING TYPE ON THIS SIDE OF THE WALL SHEATHING TYPES A- 1/2" GYP. BD. FROM FLOOR TO DECK B- 1/2" GYP. BD. UP TO 6" MIN. ABOVE CEILWG G 1/2" GYP. BD FROM EXIST. CHAIR RAIL APPROX. 2'-8" A.F.F.) UP TO CEILWG REPLACE HDPE & P-LAM BELOW TO NEW FINISH D- 1/2" GYP. BD. UP TO 12'-6" A.F.F. - INSTALL CONT. AMICO ASM .75-9F SECURITY METAL MESH. E- 1/2" MOISTURE RESIST. GYP. BD. UP TO CHAIR RAIL FOR WAINSCOT. GYP. BD. UP TO TOP OF WALL PROVIDE CAP w/ 1/2" HDPE TOP AND TRIM - SIMILAR TO DETAIL 1 /A502. F- 1/2" MOISTURE RESIST. GYP. BD. UP TO DECK FOR F.R.P. OR C.T. FINISHES G- 1/2" MOISTURE RESIST. GYP. BD. UP TO 6" MIN. ABOVE CEILING FOR F.R.P. OR C.T. FINISHES H- 1(2" MOISTURE RESISTANT GYP.BD. UP TO MIN. 6" ABOVE CEI ING FOR FRP OR C.T. FINISHES w/ 1/2" GYP.BD. ABOVE TO DECK J- 3/8" MOISTURE RESISTANT GYP. BD. UP TO MIN. 6" ABOVE CEILING FOR C.T. FINISHES. K- 1(2" F.R.T. PLYWD. UP TO 4'-0" A.F.F. w/ METAL MESH ABOVE TO DECK 1/2" F.R.T. PLYWD. UP TO 8'-0" A.F.F. w( METAL MESH ABOVE TO DECK M- 1/2" F.R.T. PLYWD. UP TO 12'-0" A.F.F. w/ META MESH ABOVE TO DECK N- 1/2" F.R.T. PLYWD. UP TO DECK O- (NOT USED) P- 1/2" F.R.T. MDF BOARD UP TO CHAIR RAIL OVER MASONRY OR PRECAST SURFACES DOUBLE AYER HDPE TRIM. REFER TO DETAIL 131A503 Q- 1/2" F.R.T. PLYWD. UP TO H.D.P.E. CHAIR RAI FOR WAWSCOT, THEN 1/2" GYP. BD. UP TO DECK - SEE DTL 12/A503 R- 1/2" F.R.T. PLYWD. UP TO H.D.P.E. CHAIR RAIL FOR WAINSCOT, THEN 1/2" GYP. BD. UP TO 6" MIN. ABOVE CEILING - SEE DTL 12/A503 S- 1/2" F.R.T. PLYWD. UP TO HDPE CHAIR RAIL FOR WAINSCOT, EXISTING GYP.BD. ABOVE TO REMAIN - SEE DTL 12/A503 T- 1/2" F.R.T. PLYWD. UP TO 8'-0' A.F.F., THEN 1/2" GYP. BD. UP TO DECK w/ ADD'L. LAYER OF 1/2" GYP. BD. FROM FLR. UP TO DECK U- 1/2" F.R.T. PLYWD. UP TO 8'-0" A.F.F., THEN 1/2" GYP. BD. UP TO DECK V- NOT USED W- 5/8" GYP.BD. TO DECK ON EXISTING WALL w/ CURRENTLY 5/8" SHEATHING MATERIAL X- EXIST. CONSTR. TO REMAIN Y- THIN BRICK VENEER, BE DON SIENNA BLEND VELOUR Z- NO SHEATHING REQUIRED CONSTRUCTION TYPES ALL MTL FRAMWG 20 GA. U.N.O. A STUDS 1-5/8" BY DEPTH INDICATED UNLESS NOTED OTHERWISE - WERE STUD OR FURRING INDICATED PROVIDE FULL SYSTEM w/ REQUIRED BRIDGING, BRACING AND TRACKS OF SAME GA. U.N.O. 1-1/2" MTL. FURR. AT 16" O.C. UP TO DECK 1-1(2" MTL FURR. AT 16" O.C. UP TO 6" MIN. ABOVE CEILING 1/2" RESILIENT'Z' FURR. OR HAT CHANNEL AT 16" O.C. TO MIN. 6" ABOVE GEILING 3-5/8" MTL. STUDS AT 16" O.C. UP TO EXISTING BULKHEAD FRAMING. 3-5/8" MTL STUDS AT 16" O.C. UP TO DECK 3-5/8" MTL. STUDS AT 16" O.C. UP TO 6" MIN. ABOVE CEILWG NOT USED) 3-5/8" MTL. STUDS AT 16" O.C. UP TO TOP OF NEW OR EXIST. REFRIG. WALL PANEL 3-5/8" MTL. STUDS AT 16" O.C. UP TO DECK w/ 3 1/2" SOUND BATT INSU. UP TO 6" MIN. ABOVE CEILING 3-5/8" MTL. STUDS AT 16" O.C. UP TO 6" MIN. ABOVE CEILING w/ 3-1(2" SOUND BATT INSUL. NOT USED) PLUMBING CHASE w/ (2) SEPARATE WALLS 3-5/8" MTL. STUDS AT 16" O.C. UP TO DECK w/ 3-1/2" SOUND BATT INSUL. UP TO DECK - REFER TO PLAN FOR OVERALL CHASE DIMENSION NOT USED) 6" MTL. STUDS AT 16" O.C. UP TO EXISTING BULKHEAD FRAMING. 6" MTL STUDS AT 16" O.C. UP TO DECK 6" MTL. STUDS AT 16" O.C. UP TO 6" MIN. ABOVE CEILWG 6" MTL STUDS AT 16" O.C. UP TO 12'-6" A.F.F. 6" MTL. STUDS AT 16" O.C. UP TO TOP OF NEW OR EXIST. REFRIG. WALL PANEL 6" MTL. STUDS AT 16" O.C. UP TO DECK w/ 3-1/2" SOUND BATT INSU. UP TO 6" MIN. ABOVE CEILING 6" MTL. STUDS AT 16" O.C. UP TO 6" MIN. ABOVE CEILING w/ 3-1(2" SOUND BATT INSUL. NOT USED) 6" COLD FORMED METAL FRAMING STUDS AT 12" O.C. UP TO BOTT OF EXIST. STEEL STRUCTURE NOT USED) NOT USED) NOT USED) NOT USED) NOT USED) NOT USED) NOT USED) 1-1/2" MTL. FURR. AT 16" O.C. OVER NEW OR EXIST. REFRIG. WALL PANEL; INSTALL UP TO TOP OF PANEL, THEN 6" MTL. STUDS AT 16" O.C. FROM TOP OF PANEL UP TO DECK. ALIGN FURRING & STUDS FOR CONTINUOUS GYP. BD. INSTALL 3-5/8" MTL. STUDS AT 16" O.C. OVER NEW OR EXIST. REFRIG. WALL PANEL; INSTALL UP TO TOP OF PANEL, THEN 6" MT. STUDS AT 16" O.C. FROM TOP OF PANEL UP TO DECK. A IGN STUDS FOR CONTINUOUS GYP. BD. INSTA NOT USED} NOT USED) NOT USED) NOT USED) NOT USED) NOT USED) NOT USED) 4" NOMINAL CMU WALL w/ LADDER TYPE REINFORCING AT 16" O.C. VERT UP TO DECK 4" NOMINAL FACE BRICK TO MATCH EXISTING FRONT OF 8" NOMINAL CMU BACKUP w/ ADDER TYPE REINFORCING AT 16" O.C.VERT FROM 11'-4" A.F.F. UP TO 14'-0" A.F.F. MANUFACTURED VENEER STONE - REFER TO EXTERIOR ELEVATIONS AND SPECS. FOR MARE INFORMATION NOT USED) EXIST. REFRIGERATION COO ER / FREEZER WALL PANEL TO REMAIN NEW REFRIGERATION COO ER / FREEZER WALL PANEL- REFER TO REFRIGERATION PACKAGE NOT USED) NOT USED) NOT USED) NOT USED) EXISTING ALUMINUM FRAMED GLAZING SYSTEM TO REMAIN EXIST. WOOD STUD CONSTR. TO REMAIN EXIST. MTL. STUD ! FURR. CONSTR. TO REMAIN EXIST. MASONRY WALL CONSTR. TO REMAIN EXIST. PRECAST WAL PANEL CONSTR. TO REMAIN GENERALPROJECT NOTES A. THE CONTRACTORS SHA L THOROUGHLY REVIEW THE CONTRACT DOCUMENTS, VISIT THE PROJECT SITE, AND FAMILIARI2E THEMSELVES WITH ALL CONDITIONS AFFECTING WORK BEFORE SUBMITTING THEIR BIDS. 1. TNE SCOPE OF REQUIRED DEMOLITION IS NOT LIMITED TO ITEMS OR WORK INDICATED IN THE CONTRACT DOCUMENTS. THE CONTRACTORS SHALL DETERMINE FOR THEMSELVES THE EXACT NATURE AND EXTENT OF SELECTIVE DEMO ITION REQUIRED. 2. ANY DIFFERENCES BETWEEN EXISTING FIELD CONDITIONS AND THE CONTRACT DOCUMENTS SHALL BE REPORTED TO C.M. FOR CONSIDERATION BEFORE PROCEEDING WITM THE WORK. B. THE CONTRACTOR SHALL OBTAIN AL PERMITS & PAY ALL NECESSARY FEES C. THROUGNOUT THE DURATION OF THE PROJECT, THE CONTRACTOR SHA PROVIDE & MAINTAIN TEMP. ENCLOSURES, WHITE PIASTIC DUST BARRIERS, ANO/OR TRAPFIC BARRIERS AS REQ'D OR AS INDICATED ON DWGS. TO MAINTAIN A SAFE AND CLEAN ENVIRONMENT FOR STORE GUESTS AND TEAM MEMBERS. D. ANY SHUT-OFF (ELECT., PLBG., F.P., ETC.) MUST BE COORDINATED WITH THE CONTRACTORlMANAGER, OWNER REPRESENTATIVE AND LOSS PREVENTION DEPT., A MINIMUM OF TWO (2) DAYS IN ADVANCE E. SA VAGE AND OISPOSAL 1. SAIVAGE: DESIGNATED EQUIPMENT SHALL REMAIN THE PROPERTY OF MEIJER, INC. WITH DISPOSITION CONFIRMED BY C.M. DIRECTION 2. DISPOSAI.: THE CONTRACTOR SHALL PROMPT Y AND LEGALI.Y DISPOSE OF NON-SALVAGED EQUIPMENT AND ALL DEBRIS FROM THE PROJECT AREA. THE CONTRACTORS MAY NOT USE THE STORE COMPACTOR FOR CONSTRUCTION OEBRIS DISPOSAI F. ANY DAMAGES CAUSED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE PATCHED AND REPAIRED TO MATCH THE EXISTING ADJACENT CONSTRUCTION AT NO ADDITIONAL COST TO MEIJER, INC G. NEW MASONRY WA LS SHA BE CUSTOM CUT TO ALIGN W! EXIST. CMU & BRICK COURSING IF REQ'D H. PATCH EXISTING F OORS PER FOLLOWING INSTRUCTIONS: 1. ALL CONCRETE USED FOR MATCHING AND REPAIR OF THE EXISTING SLAB ON GRADE SHA MEET THE FOLLOWING PROPERTIES: a. NORMA WEIGHT (145 pcf) b. MAXIMUM WATER-CEMENT: RATIO (w/c) = 0.50 c. CEMENT SHAIL MEET ASTM C150, TYPE 1 d. FINE AND COURSE AGGREGATES SHALL MEET ASTM C33 2. REMOVE CONCRETE FLOOR SLABS AT LOCATIONS INDICATED ON THE DRAWINGS. THICKNESS OF CONCRETE FLOOR ASSUMED TO BE 5 1/2" AT SALES FLOOR AND FOOD PREP AREAS AND 5 1!2" AT BACKROOM AREAS. REFER TO CONSTRUCTION MANAGER BID SCOPE DOCUMENTS FOR PLAN OF C>ROUND PENETRATING RADAR AND REPORT DATA SMOWING MINOR VARIANCES FROM THESE VALUES. NOTIFY CONSTRUCTION MANAGER WMEN DIFFERENT CONDITIONS ARE ENCOUNTERED. PROVIDE UNIT PRICING FOR DEMO AND SLAB REP ACEMENT ABOVE THE ASSUMED STANDARD THICKNESSES. IF CONCRETE SLABS ARE FOUND TO BE THINNER THAN 4" IN SALES AREA AND 5" IN BACKROOMS, REMOVE SLAB AND ADDITIONAL FILL IN ORDER TO POUR IN SLABS AT THOSE MINIMUM THICKNESSES. CONCRETE REMOVAL SHALL BE SAW CUT AT EDGES DOWN TO PROVIDE A C EAN TRANSITION BETWEEN THE EXISTING AND NEW. OVER-CUT CONCRETE TO BE REMOVED SUCH THAT UNDERMINING OF EXISTING DOES NOT OCCUR. IF UNDERMINING DOES OCCUR, Fll VOID WITH CONCRETE; DO NOT ATTEMPT TO RECOMPACT WITH SOIL PRIOR TO SAW CUTTING AND REMOVAL, THE CONTRACTOR SHALL VERIFY THE EXISTING UTILITIES AND POSSIBLE UNDERGROUND TRENCHES IN THE SURROUNDING AREA AND TAKE ANY PRECAUTION NECESSARY NOT TO DAMAGE OR DISRUPT THAT TO REMAIN. ANY DAMAGE TO EXISTWG TO REMAIN SHALI. BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. FOR MINOR CONCRETE PATCHING QSOLATED PATCHES LESS THAN 1'-6" SQUARE OR STRIP PATCHES LESS THAN 1'-6" WIDE), PROVIDE NEW CONCRETE MEETING THE ABOVE REQUIREMENTS WITH A MIN. TNICKNESS OF EXISTING SLAB. PROVIDE CONCRETE BONDING AGENT BETWEEN SURFACES OF NEW & OLD CONCRETE. 4. FOR MAJOR CONCRETE PATCHING QSOLATED PATCHES GREATER THAN 1'-6" SQUARE OR STRIP PATCHES GREATER THAN 1'-6" WIDE), PROVIDE NEW CONCRETE MEETING THE ABOVE REQUIREMENTS WITH A MINIMUM THICKNESS OF 4" AT SALES / FOOD PREP AREAS, 5" AT BACKROOM AREAS, OR ARGER IF EXISTING THICKER SLABS PER NOTE "H-2" ARE ENCOUNTERED. PROVIDECONCRETEBONDWG AGENT BETWEEN SURFACES Of NEW AND OLD CONCRETE. DOWEL NEW TO EXISTING WITH 4x0'-8" BARS AT 12" O.C. MAX.. EMBED DOWEL 4" WITH GROUT. PROVIDE DOWELS ALL SIDES AND POSITION DOWE S W CENTER OF NEW CONCRETE PATCH. PROVIDE EXPANSION JOINTS AND CONTROL JOINTS PER DT 21/A503 TO MATCH CURRENT LOCATIONS AND SPACING. 5. SLOPE CONCRETE FLOOR SLABS TO DRAINS AS INDICATED ON PIANS AT APPROX. 1/8" : 1'-0" U.N.O. 6. ADD 10 MI VAPOR BARRIER AT FREE2ER SLABS. REFER TO DETAILS 17-19/A503. 7. PRIOR TO CONCRETE PLACEMENT AND NEW UTI ITIES, SUBBASE SHA L BE COMPACTED AND SMOOTH TO PROVIDE A UNIFORM THICKNESS OF CONCRETE PATCH. S. COOROINATE OEPTH AND PIACEMENT OF NEW UTILITIES SUCH THAT UTILITIES ARE NOT ENCASED IN NEW PATCH CONCRETE. MAINTAIN A MINIMUM 3" BETWEEN BOTTOM OF CONCRETE PATCH AND UTILITY. 9. PROVIDE CONCRETE SEAI.ER ON A SURFACES OF NEW CONCRETE PATCHES- REFER TO A800 DRAWW GS AND SPECIFICATIONS. 10. APPROVED MATERIA S FOR FIL ING BOLT HOLES, CREVICES, CRACKS, OR USED FOR PATCHING SMALL AREAS OF DETERIORATED CONCRETE TO BE AS FOLLOWS: a. DAYTON SUPERIOR CORPORATION - PERMA PATCH b. THE EUCIID CHEMICA COMPANY - EUCOCRETE c. SONNEBORN CHEMREX, INC.- EPOLITH PATCHER I_ PAINT ALl NEW HVAC DUCT WORK TNAT WILI BE EXPOSED IN THE SAIES AREA, COIOR TO MATCH EXISTING SURROUNDING ROOF DECK AND STRUCTURE. PAINT ALL NEW, EXISTING AND/OR RELOCATED MECHANICAL GRILLES IN PERIMETER SALES WALL OR BULKHEADS TO MATCH NEW WA COLORS. PAINT ALL NEW OR EXISTING ELECTRICAL PANE S EXPOSED TO PUBIIC VIEW. COLOR TO MATCH ADJACENT WALL. J. REDO CO OR BANDS ON COLUMNS TO COORDINATE WITH NEW TELEPHONES, EQUIPMENT AND FIRE EXTINGUISMERS REIOCATION. REFER TO DEMO PLANS, E ECTRICA PLANS AND MEIJER Q-SHEETS. K. REPAINT AL EXISTING INTERIOR STRUCTURAL COLUMNS AND COLUMN ENC OSURE, A L EXPOSED DRAIN PIPES, ALL PIPE CHASES AND DROPS, AND ANY EXPOSED PIPING CONNECTED TO COLUMNS - REFER TO FINISH REQUIREMENTS. PREP COLUMNS BY GRINDING OF ANY IMPERFECTIONS OR PAINT IINES. FILI ALL HOLES PRIOR TO PAINT. HOLES OVER 1/4" DIA. TO HAVE'BONDO' OR OTHER SIMILAR SOLID FILLER. PREP AND PATCH ALL EXISTING CO UMN WRAPS PRIOR TO PAINT. REP ACE A EXISTING HDPE IMPACT PROTECTION THROUGHOUT AREAS EXPOSED TO PUBLIC VIEW REFER TO DEMO FOR ADDITIONA INFORMATION. M. ANY EXPOSED WALL SURFACE IN SALES AREA TO GET HDPE CRASH RAIL AND P-LAM WAWSCOT. REFER TO A301 & A302 AND COORDINATE W/ MEIJER Q-SHEETS. N. ALL EXPOSED WALL SURFACE IN SALES AREA SHALL RECEIVE HDPE CRASH RAII. AND P-AM WAINSCOT. REFER TO A301 & A302 AND COORDINATE wl MEIJER Q-SHEET. O. PROVIDE CLEAR CORNER GUARDS ON AlL PAINTED WALIS TO 8'-0" A.F.F. PROVIDE COLORED 1 1/2" GUARDS ON P-lAM WAINSCOT CORNER BEIOW BUMPERS TO MATCH HDPE. P. PROVIDE CONTROL JOINTS IN ALL NEW GYP. BD. CONSTRUCTION AT MAXIMUM SPACING OF 30'-0" O.C. OR AS SPEGFICA Y SHOWN ON PLANS, SUCH AS DOOR OPENINGS. PROVI E VERTICAL MOVEMENT CONTROL JOINT AT ALL NEW ROOF SUPPORTED BULKHEADS INTERSECTING WITH NEW OR EXISTING STUD WALL CONSTRUCTION. Q. WHERE NEW WA CONSTRUCTION TO DECK IS PARALLEL TO AND ALIGNS WITH EXISTING ROOF STRUCTURE BEAM, JOIST OR GIRDERS, INFILL WEBBING SIMILAR TO DT 93lA502 OR BOX AROUND MEMBER ON PUBIIC SAIES SIDE OP MEMBER. R. PATCH AND REPAIR ALL STUD AND GYP. BD. CONSTRUCTION AROUND EXISTING ELECTRICAI PANELS WHERE WIRES ARE "UNFISHABLE" AND SHEATHING DEMOLITION IS REQUIRED. S. PATCH AND REPAIR GYP. BD. AROUND NEW DOOR AND FRAMES ADDED TO EXISTING WA S. RETURN GYP. BD. TO FRAME ON THICKER EXTERIOR WALLS. T. CAULK FILL ALL PRECAST WALL SAW CUT "OVERAGES" PAST DESIRED OPEN WGS. FILL ALl FLOOR OVERCUTS W/ MM80. U. PROVIDE 20-GA. CONCEALED FASTENER STAINLESS STEEL CLOSURE STRIPS AT ALI. FIXED FOOD PREP EQUIPMENT AND COOLER/FREE2ER PANELS AGAINST WAIIS FOR FULL HEIGHT OF EQUIPMENT- REFER TO Q-DOCUMENTS.EEE V. REMOVE ESTIMATED (20) EXISTING ABANDONED REFRIGERATION PIT BOXES THROUGH STORE. FILL HOLE AND ADD NEW SLAB TO MATCH EXISTING. COORDINATE FINA COUNT AND OCATION W/ R.C. AND PROVIDE UNIT COSTS AS SPECIFIED IN BID SCOPES. W. PROVIDE 1-1/2" METAL DECK, ROOF INSULATION AND ROOF MEMBRANE TO MATCH EXISTING AT ALL HIGH ROOF R.T.U. LOCATIONS BEING REMOVED. REMOVE CURB BUT KEEP ANG E FRAME FOR NEW DECK SUPPORT. PAINT PER SHT. A700 - REFER TO MECHANICAL DEMO. FOR LOCATIONS. X. MEIJER RFM DEPARTMENT IS RESPONSIB E FOR MAINTENANCE CLEANING OF BUILDWG COMPONENTS SUCH AS (BUT NOT LIMITED TO) VESTIBU E FLOOR, WAIIS AND LINEAR METAL CEILWG AS WELL AS EXTERIOR POWER WASHING OF CANOPIES, SOFFITS AND COLUMN BASES NOT AFFECTED BY REMODEL SPECIFIC SCOPE OF WORK SUCH AS EXTERIOR PAINTING. CONTRACTOR TO COORDINATE SCHEDULING W/ OWNER TO INTEGRATE THESE C EANING REQUIREMENTS WITH CONSTRUCTION PROGRESS. SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB snu Tz wc PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.SC,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ US.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. x't zr t t s. t fylF'i6 t irr: i,rfi MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: ADDENDA #2 drawn: checked: date: comm. no.: 2-13-2015 1401808 ENLARGED PLANS Bid/Permitl Construction Set 2-13-2015 0 Q N W w I EXISTING ROOF (HIGH) EXISTING ROOF (HIGH) ( I TAPERED TAPERED INSU ATION - INSULATION - AS INDICATED AS INDICATED BY SHADING BY SHADING — RD SLO E LOP ORD S I SIOPE s oaE I p I o o ORD RD OR[ EDGE OF _ _ _ _ _ CANOPY EDGE OF MEMBRANE MEMBRANE pARAPET ROOFING ON ROOFING ON CANOPY EDGE OF PARAPET PARAPET 3 A411 C.6 C.5 .3 ROOF PLAN @ 3 STARBUCKS A100 SCALE: 1/8"=1'-0" TIE ROD & CLEVIS IASSEMBLY,SEE STRUCT. ( SLOPEI I I EDGE OF CANOPY 2 ( MEMBRANE ROOFING ON CANOPY C 2 A 1 C s n. - 0 U U EXISTING ROOF (HIGH) I I B I _ \ \ I EXISTING ROOF (HIGH) I I 10 S M. 1 6 " " " " H _ G $ J 5J U FJ U .5 E ROOF PLAN @ 2 24 HR ENTRANCE A100 SCA E: 1/8"=1'-0" ROOF P AN @ PHARMACY DRIVE-THRU & GM ENTRANCE A OO SCALE: 1/8"=1'-0" 10 GENERALNOTES ' 1. PROVIDE POSITIVE DRAINAGE ' TO ALL ROOF DRAINS. ' 2. TAPERED ROOF WSU ATION SHAL ' BE SLOPED AS REQUIRED TO PROVIDE ' 1/4" PER FOOT SLOPE TO DRAIN. ' 3. ALL DOWNSPOUTS SHALL ' BE 3-SIDEDlOPEN FACED ' W/SPLASH BLOCKS ', 4. REFER TO PLUMBING! CIVIL DRAWWGS ' FOR ROOF DRAIN TIE-INS. ' ROOF PLAN LEGEND RD ROOF DRAIN ORD OVERFLOW ROOF DRAIN DS 5" x 5" DOWNSPOUT, 3-SIDED WITH OPEN'FRONT' FACE, U.N.O. N KEY P AN SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. 11111I l1/!//// D. M '%, C, G\ S t f RF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. n in x zr jt s y. fF t,r,; i,.r¢,z 1424 W. Carmel Dr. Carmel, IN 46032 2015 STORE REMODEL revisions: drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 Bid/Permit/ Construction Set 2-13-2015 i 27 ) 27 ,i 27 4r"`r ' 1 () " 1 'c3_: , 1 ` 6'-0 5/8" r I12 I s________ _________= ' `' _ .____ ___—_. ALL 18 WALLS 18 r . ,r , I U1f 'i" :1C? ' J f. f. l r , r 27j' , r j I' i' r , j <.' " ,. 71 . j, x M ,, ,, C ` , r j , ..,, j . 27 j j fs j . ' ', , J f1, , , f ' ,; ` ; 7f j, i / I " ( "^+.". f J ~ "., j , , I 27 j x c ' i t' C % U 1&" C i a 8'-0" MIN MATCH EXIST GROUT LINES i --- --- i 11z I 11 cn _._-,_ I ' I i I \ p'"?, i /h Vv^ J j. h... oa„•'.. i f y' r 1 , ,"' ,`, r '%' , ,' ` ' ` -. ' y,°t r', f c ,' r 1'r , ,.. , , ,r t r., l' j X f, r ;' ,. '` t? .;` . 1. 1 Et IsPLAY' ( 27 — — - GAS STATION DEMO ITION FLOOR P AN A110 SCA E: 1/4"=1'-0" I — 1 I I I I CO UMNS, BO LARDS AND METAL IS AND CURBS CO UMNS, BO LARDS AND METAL IS AND CURBS N GAS STATION NEW FLOOR P AN A110 SCALE: 1/4"=1'-0" N TRUE PLAN L AREAS MATERIAL LEGEND G1 NOT USED NOT USED EXISTING E.I.F.S., POWER WASH AND PREP. FOR P1 PAINTING. COLOR TO MATCH EXISTING - SUBMIT COLOR SAMPLES FOR ARCHITECT REVIEW P2 NOT USED P3 EXISTING WAL LADDER. STRIP EXISTING PAINT, POWER WASH AND PREP. FOR PAINTING. COLOR TO MATCH SHERWIN WI UAMS SW6142 "MACADAMIA". P4 REPAINT EXIST. GAS CANOPY SUPPORT COLUMNS, FASCIA, GUTTER PANS, CONDUIT AND PIPING FROM GRADE UP TO SOFFIT W/O MOVING EQUIP. COLOR TO MATCH PAGCLAD "BONE WHITE" REMOVE CCTV STICKERS FROM COLUMNS. P5 GAS CANOPY PAINT STRIPE, COLOR TO MATCH PAGCLAD "AWARD BLUE". NOTE: FOR E.I.F.S. REPAINTING USE STOCOAT OTUSAN HIGH PERFORMANCE EXTERIOR COATING SYSTEM WITH #804 STO PRIMER, SMOOTH TEXTURE DEMO NOTES NOT USED 2 NOT USED NOT USED 4 NOT USED 5 NOT USED 6 NOT USED. 7 NOT USED 8 NOT USED NOT USED REMOVE PORTION OF GYP. BD. AND 10 FRAMING AS REQUIRED TO A OW FOR NEW COO ER DOORS REMOVE EXIST. CERAMIC FLOOR TILE & 11 GROUT. SA VAGE TI ES FOR RE-USE, RETURN EXCESS TILES TO OWNER. REMOVE EXIST. FLOORING AND ADHESIVE. PREP SLAB TO RECEIVE NEW FINISHES. 12 REMOVE EXIST. CONVEX MIRRORS @ CEI ING. REMOVE EXIST. P.-LAM. ON AL EXPOSED 13 VERTICAL SURFACES OF BASE CABINETS. PREP SURFACES FOR INSTALLATION OF NEW P.-LAM. REMOVE AND DISCARD COUNTER TOPS AND BACKSPLASH. 14 REMOVE CABINET & COUNTER TO EXTENTS SHOWN. PATCH ADJACENT SURFACES TO RECEIVE NEW FINISHES AS INDICATED 15 RELOCATE REMAINING CABINETS AS AS REQUIRED FOR FINA CONFIGURATION SHOWN ON A310 16 REMOVE P.L. WINDOW SILL ASSEMBLY IN ITS ENTIRETY. PREP TO RECEIVE NEW SILL ASSEMBLY 17 NOT USED 18 REMOVE EXIST. WALL SIGNAGE, REPAIR WALL AS REQ'D. FOR NEW FINISHES 19 NOT USED REMOVE AND DISCARD EXIST. PLUMBING 20 FIXTURES (SINK & TOILET) - REFER TO PLUMBING DWGS. 21 NOT USED 22 NOT USED 23 NOT USED 24 NOT USED 25 NOT USED 26 NOT USED 27 REMOVE EXIST. EQUIPMENT, DISPLAYS, LOZIER AND SHELVING, REFER TO SHEET Q101 FOR ADDITIONAL DETAILS 2$ NOT USED 29 NOT USED 30 NOT USED N GAS STATION DUMPSTER ENCLOSURE A SCALE: 1/4"=1'-0" N TRUE P AN 4" CONCRETE FILLED STEEL GUARD POST PRIMED AND COVERED WITH YEL OW POLYETHY ENE THERMOP ASTIC. BUMPER POST SLEEVE BY IDEAL SHIELD, OR EQUAL CORE DRILL SEA ANT TOP OF EXISTING SIDEWALK d CONCRETE BASE GUARD POST DETAIL GAS STATION GENERAL NOTES 1. EXISTING TOILET ROOM P UMBING FIXTURES SHALL BE REUSED, UNLESS NOTED OTHERWISE, AFTER NEW WAL FINISH IS APP IED. REINSTAL FIXTURES IN ORIGINA OCATIONS IN COMPLIANCE OF BARRIER-FREE CODES- REFER TO SHEET A310 FOR TYP. BARRIER FREE MOUNTING GUIDELINES. A FIXTURES SHA L BE RE-CAULKED. 2. ALL WA LS (EXCEPT TOILET AND UTILITY ROOMS) SHALL BE REPAINTED TO COLORS AS NOTED ON SHEET A310. 3. REFER TO M.E.P. DRAWINGS FOR ADDITIONAL ENGINEERING SCOPES. 4. ALL EXISTING INTERIOR WALL SIGNAGE TO BE REMOVED. REPAIR / PATCH WALL AS REQ'D. FOR NEW FINISH 5. REFER TO SIGNAGE DWGS. (SHEET A910) FOR ALL GAS STATION SIGN REPLACEMENT INFO. 6. REPAIR/ REPLACE COOLER DOOR SEALS AS REQUIRED. COORDINATE w/ REFRIG. CONTRACTOR 7. ALL EXTERIOR MASONRY WA S, CANOPY STRUCTURE & CONC. SLABS / WALKS TO BE POWER-WASH CLEANED. NEW WORK NOTES 0 4" STEEL PIPE GUARD POST w/ POLYETHYLENE COVER, COORDINATE OCATIONS w/ PROPANE CAGE - REFER TO DETAIL THIS SHEET. O NOT USED O NOT USED O NOT USED O NOT USED O REPAINT WAL MOUNTED ADDER ONOT USED. O NOT USED O NOT USED PROVIDE NEW 'J-BEAD' ALONG BOTTOM OF 1° MODIFIED GYP. BD. TO ALLOW FOR NEW COOLER DOORS 11 NOT USED 12 NOT USED 13 NOT USED 14 NOT USED 15 NOT USED 16 NEW SOLID SURFACE WINDOW STOO. OVERLAP BP101 FOR FLUSH CONDITION NOT USED REPAINT EXIST. GAS CANOPY SUPPORT 98 COLUMNS, CONDUIT AND PIPING FROM GRADE UP TO SOFFIT W/O MOVING EQUIP. COLOR TO MATCH PAC-CLAD "BONE WHITE". REMOVE CCTV STICKERS FROM COLUMNS. 9 NOT USED 20 NOT USED 2 NOT USED 22 PROVIDE 2" A UM THRESHOLD/FINISH TRANSISITION STRIP 23 WALK-OFF FLOOR MAT - REFER TO FINISH SCHEDULE O24 GRIND DOWN CONCRETE SLAB AS REQUIRED FOR RECESSED FLOOR MAT CLEARANCE. z5 NOT USED Ze NOT USED 2 REPLACE EXISTING HINGES WITH NEW CONTINUOUS HINGES 2a REPAINT WALL - REFER TO SHEET A310. SANDB AST EXTERIOR SIDE & PAINT DOOR & 29 FRAME ON BOTH SIDES. STRIP EXIST. PAINT AYERS ON FRAME PRIOR TO REPAINT. ADJUST ALL HARDWARE FOR PROPER 3o FUNCTION - PAINT AND CAULK DOORS AND FRAMES. CODES: Buiiding Code: Mechanical Code: Piumbing Code: Electric Code: Barrier Free Code Energy Code Heaith Dept Reg REPAIR! REP ACE GYP. BD. WALL 31 CONSTRUCTION AS REQUIRED. REFER TO SHEET A310 FOR EXTENTS 32 NOT USED 33 RE-CAU K A UM. WINDOW FRAME TO CMU WALL TRANSITION JOINT. 34 NOT USED O35 REPAINT BU KHEAD AROUND TOBACCO RACK AND A EXPOSED SURFACES. ss NOT USED 3 NOT USED 38 NOT USED 39 NOT USED 4o NOT USED 4 EXISTING PLUMBING FIXTURES AND ACCESSORIES - REP ACE ALL EXISTING CAU KING WITH NEW - REFER TO Q101 AND SHEET A310 FOR TYP. BARRIER FREE MOUNTING GUIDELINES. 42 NEW PLUMBING FIXTURES AND SELECT ACCESSORIES - REFER TO Q101 AND SHEET A310 FOR TYP. BARRIER FREE MOUNTING GUIDLINES as NOT USED aa PLUG HO ES FOR CUPS, IDS, & CONDIMENT DISPENSERS & BOX OUT OPENINGS & RE AM. w/ P-LAM. FLUSH W/ EXISTING CABINET SURFACE. NAPKIN DISPENSERS ARE TO REMAIN. RELAM. BASE CABINET P-LAM. ON ALL 45 EXPOSED VERTICAL SURFACES. ADJUST OR REPLACE LOOSE HINGES AS REQUIRED. 46 SOLID SURFACE COUNTER TOP AND/OR BACK SP ASH, REFER TO TYPICAL DETAI ON SHEET A310. 4 NOT USED 4$ NOT USED 49 NOT USED 5o NEW/ RELOCATED LOZIER, SHELVING AND EQUIPMENT - REFER TO SHEET Q101. 51 NOT USED 5z REMOVE AND REPLACE EXISTING WOOD DUMPSTER GATE - PAINT. NEW HARDWARE TO MATCH EXISTING 53 SANDBLAST AND PAINT EXISTING STEEL 54 NOT USED 55 NOT USED 56 NOT USED e7 NOT USED BUILDING CODE INFORMATION THE DRAWWGS HAVE BEEN PREPARED IN ACCORDANCE WITH THE FOLLOWING CODES, NOTIFY THE ARCHITECT OF ANY CONFLICTS 2014 Indiana Buiiding Code 2014 Indiana Mechanical Code 2012 Indiana Plumbing Code 2009 Indiana Electrical Code 2014 Indiana Buiiding Code, Chapter 11 ICC/ANSI A117.1 (SecYion 11012) 2090 Indiana Energy Conseroation Code ASHRAE 90.1-2007 Hamiiton County Dept of Health Fire Protection: NFPA 13 Existing building is not sprinkled. Use Group(s): Mercantiie (M) (Section 309.1) Construction Type: Type VB (Section 602.2} Allowable Area: 9,000 S.F. (Actual Area: 2,613 sf) {Section 503} Allowable Height: 40 ft (Table 503) Actual Height: 18'-4" ft. to parapet) Allowable Stories: 2 Stories (Tabie 503) Actual Stories: 1) Fire-Resistive Construction: Fire Extinquishers: Occupant Load: Table 1004.1.1} VB Construction Structural Frame (Tabie 601) 0 hr. Bearing Walls (Table 601) Exterior 0 hr. Interior 0 hr. Floor Construction (Tabie 601) 0 hr. Roof Construction (Table 601) 0 hr. Non-bearing walis (Table 602) Fire Separation Distance) Exterior Walis > 60 _ 0 hr. Provide in accordance with the NFPA 10 Wali Area /Unoccupied Space 561 s.f. 0 Mercantile (Sales/Checkout) 1,452 s.f. / 30 = 50 Storage/Mech 560 s.f./ 300 = 2 Total 2,613 s.f. 52 No of Exits Required: 2(Actual Exits Provided = 2) (Table 1015.1) Eqress Width: * 55 Occupants x 0.20 in. per occupant = 11.00 in. clear exit width Section 3412.6.11 EXISTING BUILDINGS) Actual exit width provided: 96" total) Max. Travei Distance: 200 ft. (Mercantile, nonsprinklered building) (Tabie 1016.1) Max. Common 75 ft. Mercantiie Occupants Path of Travel: Plumbinq Fixture Requirements: 2014 IBC 1004.1.2 30 sftpp) Occupancy, Mercantiie) Fixtures: Water Ciosets: (1:500) Urinais: (Up to 2/3 of req'd WCs) avatories: (1:750} Drinking Fountains: 9:1000) Service Sinks: 1 total) No. of Occupants: Men 15 Women 15 Men Women 1 req'd 1 req'd 1 provide) (1 provided) 0 req'd (N.A.) 0 provided) 1 req'd 1 req'd 1 provided) (1 provided) 1 total req'd 0 provided, cups available at Soda fountain) 1 total req'd 1 provided) SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGNT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6N5. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE & SNULT2 INC. AS SUCH ALL CONCEPTS, I EAS, OESIGNS. ARftANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNEO BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVED AND OEVE OPED FOR ITS OWN USE NONE Of iHE IOEAS. DESIGNS, ARRANGEMEMS.OR PLANS SHALL 8E USEO6Y OR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCOMrRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRITiEN PERMISSION OF SCHENKEL 8 SHULTZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT 1] U.S C, PROTECTION FOft AN AftCHITECTURAL WORK CftEATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtiCATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE tINPU8LI5NED PLANS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED ISCLOSURE MAY CONSTITUTE TRA E SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARRANGEMENTS, ORAWINGS, ANO PLANS DISGIOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECTiON WILL BE PRPSECUtEO TP THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO 8E ftESPON5IB E fOR ALI. DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITIONS SHOWN BY THESE RAWINGS. SNOP ORAWINGS AN OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING w17H FABRICATION. i iriii iD. M '%, C, G\ S t f RF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. ii iii zr jt s. F;r irr ,, R STORE 1424 W. Carmel Dr. Carmel, IN 46032 2015 STORE REMODEL revisions: drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 BidlPermit/ Construction Set 2-13-2015 TOP OF PRECE EL. =125'-6' FINISH FLOOR El. =100'-0" I I 1 I I 3 I 3 1 I I I TOP OF PRECAST EL. = 125'-6" FINISH FLOOR EL. =100'-0" TOP OF PRECAST EL. = 125'-6" TOP OF CANOPY EL. = 114'-0° (H.P.) FINISH F OOR EL. =100'-0" t10 J °J', 7'3 6'7 GARDEN CENTER/ 4 WEST ELEVATION A100 SCA E: 1/16"=1'-0" PRECAST 5'-6" 146.78" 1 a r 1'Yl a C' dr ve ' BLUE LETTERS NON ILLUMINATED LETTERS 1.0" DEEP EXTERIOR QUALITY SIGN FOAM LETTERS FACE & SIDE WAL S TO BE PAINTED WITH MEIJER APPROVED EXTERIOR PAINT INSTALLATION WALL LETTERS TO BE MOUNTED F USH AS REQUIRED. SIGN AREA TOTAL = 63 SF. (AREA WITHIN RECTANGLE) pharmacy drive up WA L MOUNT SIGN 270" +/- — L-- er+ n0 NON ILLUMINATED LETTERS A l SIZES APPROXIMATE. EXISTING SIGN TO BE RELOCATED INSTALLATION WALL IETTERS TO BE MOUNTED F USH AS REQUIRED. SIGN AREA TOTA = 126 SF +/- EXISTING MEIJER WALL MOUNT SIGN NOTE: REFER TO SIGNAGE PACKAGE 127.16 SIGN AREA TOTAL = 24.50 SF. I M BLUE LETTERS SIGN AREA TOTAL = 23.25 SF. °' v 118.03" (, 5" DEEP LETTERS INTERNALLY LIT W( LEDS FACE SIDE WAL S TO BE PAINTED WITH MEIJER APPROVED EXTERIOR PAINT (BLUE) freshlhome SIGNS r nx Gbwav car r sn r:a 7'1c'" E.lth;Surr I'wf .. """""" .a t rrr a# i r,ro. ,rr v+::3e'i,xrx, . pp 4 - Y r CV TENANT SIGNS DESIGN INTENT RECEIVING/ 3 EAST E EVATION A100 SCALE: 1/16"=1'-0" D i C5 G3 C.2 C r i i i / B i A.2 i A I Qz , , FRONT/ 2 SOUTH ELEVATION A100 SCA E: 1/16"=1'-0" Q_ I k I k i n-r r- n n - 1 ISH FLOOR 100'-0" PORTION OF REAR/ 5 NORTH E EVATION A100 SCALE: 1/16"=1'-0" EXTERIOR FINISHES LEGEND G1 PRECAST CONCRETE CAPS AND SIL S, CO OR ROCK CAST "CREME BUFF" OR EQUAL C_2 EXPOSED SITE CAST CONCRETE SURFACE EF-1 EIFS COLOR TO MATCH SW#6142 MACADAMIA". TEXTURE TO BE STO LIT 1.5 WITH 3/4" V-GROOVES. EPT-1 PAINT EXTERIOR SURFACE TO MATCH PAGCLAD "BONE WHITE" EPT-2 NOT IN USE EPT-3 PAINT EXTERIOR SURFACE TO MATCH PAGCLAD "AWARD BLUE" EPT-4 NOT IN USE EPT-5 NOT IN USE G-1 GLASS TO BE LOW-E, CLEAR INSULATED GLASS G 2 G ASS TO BE OW-E, GREY TINT, INSU ATED GLASS G-3 G ASS TO BE 1" INSULATED SPANDRAL GLASS G-4 TRANSLUCENT WALL PANEL SYSTEM G-5 1(4" CLEAR TEMPERED GLASS UTILITY BRICK VENEER, BELDON MA-1A SIENNA BLEND VE OUR, FUIL. MA-16 UTILITY BRICK VENEER, BELDON SIENNA BLEND VE OUR, THIN BRICK. MA-2 UTILITY BRICK VENEER, UTILITY SIZE BY BELDEN BRICK, CO OR 8532 A 8" ARCHITECTURAL PRECAST MA-3 CONCRETE ACCENT BAND MA-4 ANUFACTURED STONE VENEER, E DORADO STONE; LEDGE CUT 3.3; GOLDEN OAK MA-5 SPLITFACE CMU - COLOR MATCH EXISTING CMU MT-1 PREFINISHED 24 GA METAL CAP F ASHING/BREAK METAL. COLOR TO BE PAGCLAD "BONE WHITE" MT-2 PREFINISNED 24 GA METAL CAP F ASHING/BREAK METAL. COLOR TO BE PAGCLAD "AWARD BLUE" MT-3 PREFINISHED METAL FASCIA PANEL. CO OR TO BE PAGC AD "AWARD B UE" MT-4 PREFINISHED ALUMINUM BREAK METAL TO MATCH WINDOW FRAMING SYSTEM. COLOR "CLEAR ANODIZED" MT-5 3" RIBBED MTL PANEL SYSTEM, EXPOSED FASTENERS, RUN HORIZONTAL Y. COLOR TO BE "BONE WHITE" F-1 6'-0" HIGH BLACK' DECORATIVE FENGE w/ PRIVACY MESH SCREEN SYSTEM - 6'-0" HIGH F_2 10'-0" HIGH BLACK' DECORATIVE FENCE w/ PRIVACY MESH SCREEN SYSTEM - 6'-0" HIGH GENERAL NOTES: INDICATES SOLDIER COURSE, STACK BOND @ BANDING 1. CAU K OR MORTAR FI L ALL EXISTING HOLES OR EQUIPMENT PIPE PENETRATIONS IN ALL EXTERIOR WALLS 2. REFER TO CIVIL DETAILS FOR ALL NEW/EXISTING SIGN AREAS FRONT/ SOUTH ELEVATION A SCA E: 1/16"=1'-0" QzIJ SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKE SNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRI6HT ACT, 1] U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATE OR RE RESENTED BY TNIS OCUMENT ARE COf'YRIGHTED BY SCNENKEL & SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE WNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE. NONEOFiHEIPEAS.OESIGNS,ARRANGEMEMS.ORPLAN55HALL8EUSE08Y0R DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRITIEN PERMISSION OF SCHENKELB SHULTZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PI18tICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION HERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROf'RIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARRANGEMENTS, ORAWINGS, ANO PLANS ISGI.OSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECTiON WILL BE PROSECUtEO TO THE FUII EXTEM OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO 8E RESPONSIB E fOR ALL DIMENSIONS ANO CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE RAWINGS. SHOP ORAWINGS AN OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING w17H FABRICATION. niiiiii,,, D T R/F'P'' Fo'•. — No. AR 10100148 ; * _ STATE OF HDIANP: \.\ q'C H Z E ` III x zr t t s. r,, , z rr, t,r 1424 W. Carmel Dr. Carmel, IN 46032 2015 STORE REMODEL revisions: ADDENDUM #1 drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 E EVATIONS Bid/Permitl Construction Set 2-13-2015 CONTINUE UP WF TERM 05 9.3 10: . FRESH - PARTIAL 7 WEST E EVATION 201 SCA E: 1/8"=1'-0" 9.0 .05 9.1 0.0 0.3 015 HOME - PARTIAL 6 EAST ELEVATION A2 SCALE: 1/8"=1'-0" 3 PHARMACY DRIVE-UP A201 SCALE: 1/8"=1'-0" TOP OF PRECAST EL. = 125'-6" TOP OF CANOPY EL. = 114'-0" (H.P.) FINISH FLOOR _ EL. = 100'-0" TOP OF PRECAST EL. = 125'-6" TOP OF CANOPY EL. = 114'-0" (H.P.) FINISH FLOOR El. =100'-0" TOP OF PRECAST EL. = 125'-6" TOP OF CANOPY EL. = 114'-0" (H.P.) FINISH FLOOR E. =100'-0" TOP OF PRECAST EL. = 125'-6" TOP OF CANOPY EL. = 114'-0" (H.P.) FINISH FLOOR EL. =100'-0" 0.5 10: COJ . 9.0 J FRESH - PARTIAL 8 EAST ELEVATION A201 SCA E: 1/8"=1'-0" K.4 I HOME - PARTIAL 5 WEST ELEVATION A201 SCALE: 1/8"=1'-0" 2 GM ENTRY A2 1 SCALE: 1/8"=1'-0" F.4 C.6 5 C3 E.7 4 STARBUCKS ENTRY SCALE: 1/8"=1'-0" R 24-HOUR ENTRY A201 SCALE: 1/8"=1'-0" SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street SUite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.SC,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ US.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. zr jt sy. fF t,r,; i,.r¢,z 1424 W. Carmel Dr. Carmel, IN 46032 2015 STORE REMODEL revisions: 2-19-2015 ADDENDUM #1 drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 E EVATIONS Bid/Permitl Construction Set 2-13-2015 r dr_. ue v v. i - i vv - OF EQUIP., TYP. PARTIAL SECTION/ELEVATION A OO SCALE: 1(8"=1'-0" J TYPICAL NOTE: PAINT ALL NEW EXPOSED STRUCTURE DECK, DUCTWORK AND PIPING IN SALES AREA EXPOSED PRECAST PANE S ro wz w J = M = ' I 0 EQUIPMENT, REFER TO „ MEIJER Q SHEETS. — '--- — — — — — — I x -- 1 TYPICAL FOR ALL INSTANCES: EXTEND BASE & IPLASTIC AMINATE SEASONALSALES 1" PAST END OF EQUIP. STOP RAIL _ AT EDGE OF EQUIP. TYP. 2 PARTIAL SECTION/ELEVATION A OO SCALE: 1/8"=1'-0" M m WZ W J = u C.J. I G I, . / x\ CORRIDOR i 11i Y i.X 7PI ELECTRON______ IC SALES EXPOSED PR CAST PANELS i EQUIPMENT, REFER TO MEIJER Q SHEETS. - I I I K C.J. I -- EQUIPMENT, REFER TO MEIJER Q SHEETS. TYPICA NOTE: PAINT ALL NEW EXPOSED STRUCTURE DECK, DUCTWORK AND PIPING IN SA ES AREA EXPOSED PRECAST PANELS J. J 8 EXPOSEDIPRECAST PANE S TYPICA NOTE: PAINT ALL NEW EXPOSED STRUCTURE DECK, DUCTWORK AND PIPING IN SALES AREA r — — /— — x I -- - I I EQUIPMENT, REFER O EQUIPMENT, REFER TO MEIJER Q SHEETS. PICAL FOR AL INSTANCES: MEIJER Q SNEETS. EXTEND BASE & PLASTIC AMINATE BAKERY PREP 1" PAST END OF EQUIP. STOP RAi _ AT EDGE OF EQUIP. TYP. PARTIAL SECTION/ELEVATION A100 SCALE: 1/8"=1'-0" y I) `'''--,.----" I /L'J[\ — ----------------- i / ____ ____ ____ _____ - _ _ --- _ _ EQUIPMENT, REFER TO EQUIPMENT, REFER TO MEIJER Q SHEETS. MEIJER Q SHEETS. - TYPICAL FOR ALL INSTANCES: EXIT CORRIDOR °a° EXTEND BASE & PLASTIC AMINATE 1" PAST END OF EQUIP. STOP RAI AT EDGE OF EQUIP. TYP. 2 PARTIAL SECTION/ELEVATION A100 SCALE: 1/8"=1'-0" TYPICAL NOTE: PAINT AL NEW EXPOSED STRUCTURE DECK, DUCTWORK AND PIPING IN SA ES AREA fi ..-- EX.IT CORRIDO—R "C" Y EQUIPMENT, REFER TO MEIJER Q SHEETS. --.. TYPICAL FOR ALL INSTANCES: EXTEND BASE & PLASTIC LAMINATE 1" PAST END OF EQUIP. STOP RAIL AT EDGE OF EQUIP. TYP. E PRECAST PANE S DAIRY COOLER 2 PARTIAL SECTION/E EVATION A100 SCALE: 1/8"=1'-0" J. J. EXPOSED PRECAST PANE S ri-, / / N 9 9.3 PRECAST PANELS x LEASE SPACE STAR i EQUIPMENT, REFER TO MEIJER Q SHEETS. - I i I i I / \.. EQUIPMENT, REFER TO MEIJER Q SHEETS. --_.,. GROCERY BACKROOM U WZ W J = cn i CORRIDOR SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. i iii iD. M '%, C, G\ S t f RF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. zr jt s y. f F'i ta i, ,,.r¢t 1424 W. Carmel Dr. Carmel, IN 46032 2015 STORE REMODEL revisions: drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 BidlPermit/ Construction Set 2-13-2015 Q WZ J F't'INKIVINI:YI.VIVJULINIVIJ KIVINI:Y YFiHKIVIHI,Y t'ItSI.JHLCJ PAST END OF EQUIP. STOP RAi AT EDGE OF EQUIP. TYP. C BAKERY/DELI BACKROOM TYPICAL NOTE: PAINT ALL NEW EXPOSED STRUCTURE DECK, DU TWORK AND PIPING IN SALES AREA BAKERY PREP 2 PARTIA SECTION/ELEVATION A302 SCALE: 1/8"=1'-0" in wz w J W S = F i TYPICAL FOR ALL INSTANCES: EXTEND BASE PLASTIC LAMINATE 1" PAST END OF EQUIP. STOP RAIL AT EDGE OF EQUIP.. TYP. D E PARTIAL SECTIONiE EVATION A302 SCA E: 1/8"=1'-0" TYPICAL NOTE: PAINT ALL NEW EXPOSED ^ E.5 a wz J SU Q FwW2 x HWW2 SF F StHJVIVHL JHLtJ 1" PAST END OF EQUIP. STOP RAIL AT EDGE OF EQUIP. TYP. PARTIAL SECTION/E EVATION A302 SCALE: 1/8"=1'-0" F.8 G T AAIC`I i il CAIT \AlA1 I H U wz J 2 UF- Q ra5i tNu r tc uir. STOP RAIL AT EDGE _— _ _— __ _— OF EQUIP., TYP. 2 PARTIAL SECTION/E EVATION A302 SCA E: 1/8"=1'-0" I h1 JCRVII.0 rVTCR RVVIVI Jr~C PAST END OF EQUIP. `'""' J CIVIRY fiDI.JNLCJ VVNIIIIVV i'1'INRiVINI.T I'NJJ/1VC STOP RAI AT EDGE OF EQUIP. TYP. 2 PARTIAL SECTION/E EVATION A302 SCA E: 1(8"=1'-0" GARDEN CENTER SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.SC,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ US.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. 111111I11/!/// D T R/F'P'' Fo'•. — No. AR 10100148 ; * _ STATE OF HDIANP: \.\ q'C H Z E ` x zr jt sy. F;r irr, ,r MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: 2-24-2015 ADDENDA #2 drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 INTERIOR ELEVATIONS BidlPermit/ Construction Set 2-13-2015 B.O. PT103 107'-8", TYP. 1 NORTH ELEVATION A SCA E: 1/4"=1'-0" ATTENDANT SIDE OF BULKHEAD DOOR AND FRAME BEYOND ALL MILLWORK VERT. SURFACES,TYP. 2 EAST ELEVATION SCALE: 1/4"=1'-0" 3 SOUTH ELEVATION A110 SCALE: 1/4"=1'-0" SURFACES ON FREEZER/ COOLER 4 WEST ELEVATION A110 SCA E: 1/4"=1'-0" 1 2" TNICK x 4" HIGH SOUD SURFACE (CORIAN MAUI") BACKSPLASFd\ 3 4 (TYPICAL FOR ALL SIDES 20N1) w w 3" x 6' p CUTOUT BETWEEN ADJACENT CABINFTS 4" X 6" WIRF-W Y BETWEEN ADJAC N 1 Ag NETs- o o 0 0 7 r icAi_ __ INSIDE SURFACES) 3 4" TANDARD BASE CABI IET SOLID SURFACE COUNTER TOP - REFER TO TYPICAL DETAIL THIS SHEET ---'' CLEAR SEALANT AT WALL TO BACKSPLASH AND BACKSPLASH TO COUNTERTOP JOINi PT102 ALL MILLWORK VERT. SURFACES,TYP. NOTE: RE EF i 0 SI-IEET (2101 F R MILLWORK SPECIFICATIONS. 1 2" SOL1D SURFACE COUNTERTOP CORIAN "MAUI") ON 5 8" M.D.O. PI YWOCD. PROVID_F VFRTICAI LEG AT FRONT OF COUNTERTOP TO MATCH EXISTING MEIGHT 32 MM PEG SYSTEM FOR SHELF SUPPORTS. PROVIDE a PEGS PER SHELI=. (TY ICAL 0 2 ALL SHELVES EXCEPT AT CASH REGISTER o RECESS) RECESS SNELF 1 1 /2 " FROM F42UNT OF CABINET0 s --- - a - - _. 0 3 4" 18" X 18" ACCESS PANEL WITH 3 4 " FINGER r-IOLE. AS I'2EC tJIRFI FOR SINK CABINETS & ELECTRICAL STUB-UP. 0 R l 3 4" 3 4" EDGE GUARD, WNERE REQ!IIRED. SFE SPEC TEM , z g> STAI DAR D DOOR REFER TO SIGNAGE DWGS. (SHEET A910) FOR A GAS STATION SIGN Cl C CONTINUOUS DOOR PULL SEE SPEC _ ITEM 11.c, SH I C 1 1 0 J 3 4" z) r o z NINGES (SEE SF'EC ITEM 11.b, SHEET o> SURFACES,TYP B.O. PT103 %ti 107'-8". TYP. I ATERIA S AND FINISNES 1 SIDED MELAMINE WITH FINISHED SURFACE ON THE INTERIOR & PLASTIC L4MINATE ON ALL EXPOSED EXTERIOR SURFACES AND EDGES PAf2TICLC BOAf21 WITH 0.5 MM LIGMT DU1Y BACKING SM ET ON UNDERSIDE & PUaSTIC LAMINATE ON ALL EXPOSED EXTERIOR SURFACES AND EDGES (A ENDANT & BACKROOM COUNTERS) PARTICLE BOARD WITH 0.5 MM LIGHT DUTY CABINET LINER ON INTERIOR & PI ASTIC I_AMIN,TF ON AI_L. EXf OSED FXTFRIOR SURf ACES N F[GES 2 SIDED MELAMINE WI7N PLASTIC L4MINATE EDGES M.I).O. F'1YW00D WI1M F'1AS11C LAMINATF ON /L.L E XPOS[) ExTEi io su FACEs AN E cEs (F oo sE vic couNT Rs) CO ORS APLANOLAM - ANTIQUE WHITE S463 cABiNET iNTERioRs AN sHE vEs) NOTES: 1. REFER TO FINISH KEY AND INTERIOR ELEVATIONS FOR MILLWORK FINISHES. 5 KUUI- N RIV A110 SCALE: 1/16"=1'-0" PROVIDE SEALANT AT OPEN JOINTS OF 3TING TO REMAIN - "EIFFEL VER" PITTSBURGH 521-5 6 GAS STATION PARAPET DETAIL A O SCALE: N.T.S. NOTE: REFER TO SHEET Q101 FOR EXTENTS OF EXISTING EQUIPMENT TO BE REMOVED AND SALVAGED FOR RELOCATION OR REPLACEMENT. MATERIAL COLOR LEGEND PAINT COLOR P-LAM CO OR PT102 WALL WALL COLOR P-LAM. COLOR PL103 PT103 ACCENT ABOVE 8'-8" ACCENT CO OR A.F.F.) ACCENT STRIPE HT. FINISH KEY STYLE/ CODE MANUFACTURER PATTERN COLOR SIZE FINISH NOTES FLOORING CP102 PORTICO SYSTEMS DIPLOMAT SMOKE -- -- -- BASE VB-101 JOHNSONITE VINYL BASE BURNT UMBER #CB63 4" HIGH __ APPLIED TO PERIM. WALLS MILLWORK AS REQ'D. PLASTIC PL103 WI SONART 7850-60 BEIGEWOOD __ __ VERT. MILLWORK SURFACES PAINT PT102 BENJAMIN MOORE __ OC-27 -- SEE NOTE WA S: EGGSHELL BA BOA MIST CEI ING: FLAT DOORSIFRAMES:SEMI-GLOSS PT103 SHERWIN WILLIAMS -- SW6965 HYPER BLUE __ A KYD ACCENT BANDEGGSHELL WALL COVERINGS WT112 DALTILE MODERN BISCUIT #K175, GROUT 4-1/4"x12-314" __ TOILET ROOM - COVED BASE DIMENSIONS COLOR TO MATCH TI E REFER TO 51A310 FOR PATTER MISCELLANEOUS FINISNES BP101 3/4" HDPE WINDOW SIL, PIEDMONT 3/4° THICK, RADIUS PAINT EXPOSED SCREW MATCH EXISTING WIDTH PLASTICS COLOR #50 EXPOSED EDGES HEADS TO MATCH FINISH SCHEDULE GENERA NOTES: A. PROVIDE QUICK SETTING MORTAR FOR ALL CERAMIC TI E APPLICATIONS THAT COMPLIES WITH THE FOLLOWING: QUICK SETTING THIN-SET MORTAR: 1. DESCRIPTION: FAST SETTING, SECOND GENERATION, TWO-COMPONENT MORTAR CONSISTING OF ATEX ADDITIVE AND MORTAR; COMPLY WITH ANSI A118.4. CURES COMPLETELY WITH NO RESIDUAL MOISTURE IN 24 HOURS. 2. ACCEPTABLE PRODUCTS: MAPEI GRANI/RAPID SYSTEM CONSISTING OF GRANI/RAPID POWDER AND LATEX ADDITIVE, OR EQUAL. ES: REFINISH TING CANOPY IA FROM TRIM N. SEE DETAI. COPIING CAP PROFILE dG TO REMAIN - "EIFFEL PITTSBURGH 521-5 JT FASCIA OF Y ALONG PERIMETER.. BONE WHITE" AWARD BLUE" BONE WHITE" G WHITE SOFFIT TO REMAIN 7 GAS CANOPY PARAPET DETAIL A110 SCALE: N.T.S. 1L: : 1 G1 NOT USED M1 NOT USED EXISTING E.I.F.S., POWER WASH AND PREP. FOR P1 PAINTWG. CO OR TO MATCH EXISTING - SUBMIT COLOR SAMPLES FOR ARCHITECT REVIEW p2 NOT USED P3 EXISTING WA L LADDER. STRIP EXISTWG PAINT, POWER WASH AND PREP. FOR PAINTING. COLOR TO MATCH SHERWIN WI IIAMS SW6142 "MACADAMIA". P4 REPAINT EXIST. GAS CANOPY SUPPORT COLUMNS, FASCIA, GUTTER PANS, CONDUIT AND PIPING FROM GRADE UP TO SOFFIT W/O MOVING EQUIP. COLOR TO MATCH PAGCLAD "BONE WHITE" REMOVE CCTV STICKERS FROM COLUMNS. P5 GAS CANOPY PAINT STRIPE, COLOR TO MATCH PAGC AD "AWARD B UE". NOTE: FOR E.I.F.S. REPAINTING USE STOCOAT LOTUSAN HIGH PERFORMANCE EXTERIOR COATING SYSTEM WITH #804 STO PRIMER, SMOOTH TEXTURE SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGNT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6N5. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCH ALL CONCEPTS, I EAS, OESIGNS. ARftANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNEO BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPED FOR ITS OWN USE NONE Of iHE IOEAS. DESIGNS, ARRANGEMEMS.OR PLANS SHALL 8E USEO6Y OR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCOMrRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRITiEN PERMISSION OF SCHENKEL & SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAL WORK CftEATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtiCATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE tINPU8LI5NED PLANS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED ISCLOSURE MAY CONSTITUTE TRA E SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARRANGEMENTS, ORAWINGS, ANO PLANS DISGIOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECTiON WILL BE PRPSECUtEO tP THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO 8E ftESPON5IB E fOR ALI. DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITIONS SHOWN BY THESE RAWINGS. SNOP ORAWINGS AN OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING w17H FABRICATION. D. M '%, C, G\ S t f RF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. 1 Iil zr jt s. F< < r',,, z MEIJER STORE 130 1424 W. Carmel Dr. Carmel, IN 46032 revisions: drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 BidlPermit/ Construction Set 2-13-2015 T.O. FASCIA 114'-0" T.O. BEAM VARIES B.O. SOFFIT 111'-4" EXISTING MASONRY TO REMAIN. -----__ REMOVE AND REINSTALL EXISTING MASONRY AS REQUIRED. CONTINUOUS SEALANT AROUND STEEL P ATE. STRUCTURALPLATE ASSEMBLY, PAINTED. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. STRUCTURAL TIE ROD AND CLEVIS ASSEMBLY, PAINTED. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. MEMBRANE ROOF SYSTEM, SEE SPECIFICATIONS FOR MORE INFORMATION. TAPER INSULATION AS REQUIRED TO DRAIN WATER TO THE ROOF DRAINS_ ROOF DECK, SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION PREFINISHED META RAKE TRIM WITH HEMMED DRIP EDGE PREFINISHED BREAK METAL CLADDING OVER WOOD BLOCKING. SIZE BLOCKING AS REQUIRED TO ACHIEVE PROFILE W DICATED. 3/4" FIRE TREATED PLYWOOD SHEATNING PREFINISHED METAL FASCIA ' PANELS, SEE ELEVATIONS FOR MOREINFpR. 4 A416 STRUCTURALSTEEL,SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION — PREFINISHED METAL SOFFIT PANELS (WHITE) ON SUPPORT FRAMING REMOVE AND REINSTALL EXISTING MASONRY AS REQUIRED TO INSTALL THROUGH WALL FLASHING. 6'-6" EXPANSION JOINT COVER SYSTEM & THRU-WALL FLASHING -- CONT.BREAKMETALTO MATCH WINDOW SYSTEM OVER 1/2" GLASS MAT GYP. BD. SHEATHING 6" CO D FORMED METAL FRAMING AS REQURIED. ALUM WINDOW SYSTEM AS SCHEDULED 0 A UM WINDOW SYSTEM AS SCHEDULED NEW CON.CURB-REFERTO CIVIL/STRL. NEW SIDEWALK AS SCHEDUELED - REFER TO CIVIL NEW FOOTING - REFER TO STRL. 4" 4 SECTION AT STARBUCKS WA A SCA E: 1/2"=1'-0" A103 CANOPY DETAI SCALE: 1 1/2"=1'-0" a . e: p T.O. FASCIA 19 4'-0" B.O. SOFFIT 112'-0 DECK, SEE STRUCT STEM OVER COVER SYSTEM FLASHING 4NE DdWN FACE dF TRIM. 2AVE STOP/FASCIA 4SCIA PANEL OVER iLOCKING AS PROFI E AND SIZE TAL FASCIA PANEL. V/ FTPW SHEATHING ED METAL FRAMING AS REQ'D YWOOD SHEATHING ETA SOFFIT PANEL CONT SOFFIT VENT SOFFIT PANELS ON SUPPORT FRAMING CONT. CLEATlSTAND-OFF TO ACHEIVE POSITIVE SLOPE ON COPING CAP PREFINISHED METAL GRAVEL STpP —1 MEMBRANE ROOF FLASNING 1/2" FIRE RATED MOISTURE RESISTANT PLYWOOD SHEATHING PREFINISHED METAL PANEL w/ DRIP. - PROVIDE CONT. SEALANT I J UTILITY BRICK VENEER - REFER TO EXTERIOR ELEVATIONS ADJUSTABLE MASONRY TIES @ 16" O.C. TENANT SUPPLIED EXTERIOR ILLUMINATED SIGN - PROVIDE BLOCKWG/ REINFORCWG OF FRAMING AS REQUIRED --... 1/2" G ASS MAT WATER RESITANT GYP. BD. SHEATHING OVER 6" COLD FORMED META FRAMING STUDS 6" COLD FORMED FRAMING STUDS @ 16" O.C. CONT. 1-1/2" RIGID INSULATION @ VAPOR BARRIER WEEPS @ 24" O.C. MAX - THRU-WALL FLASHING - NEW BRICK INTEL - REFER TO STRL. ALUM WINDpW SYSTEM AS SCHEDULED ALUM WINDOW SYSTEM AS SCHEDULED NEW CON.CURB-REFERTO CIViUSTRL. NEW SIDEWALK AS SCHEDUELED - REFER TO CIVI NEW FOOTING - REFER TO STR. 4" 8 . EXISTING BRICK VENEER, AND PRECAST CONCRETE PANELS TO REMAIN. NEW BRICK SET IN RUNNING BOND PATTERN. CUT OFF BACK OF BRICK AS REQUIRED TO A OW FACE OF NEW BRICK TO RECESS W 2" FROM FACE OF EXISTING BRICK, OR TO ALIGN WITH EDGE OF EXISTING STEEL PLATE REMOVE EXISTING BRICK. CUT TOP OF SO DIER BRICK AS REQUIRED. ----_______ NEW BRICK SET IN SOLDIER CONFIGURATION, NOTCH/TRIM AS REQUIRED TO FIT AROUND EXISTING CONSTRUCTION. EXISTING STRUCTURE TO REMAIN NEW BRICK SET IN RUNNING BOND PATTERN. NEW BRICK SET IN SOLDIER CONFIGURATION, NOTCH/TRIM AS REQUIRED TO FIT AROUND EXISTING CONSTRUCTION. NEW STRUCTURALSTEEL ASSEMBLY,SEE STRUCTURALDRAWINGS FOR MORE INFORMATION. PAINT A L EXPOSED SURFACES. EXISTING MASONRY TO REMAIN. — REMOVE AND REINSTALL EXISTING MASONRY AS REQUIRED TO INSTALL THROUGH WALL FLASHING. MEMBRANE ROOFING SYSTEM OVER COVER BRD AND 1" RIGID INSUL. MTL DECKING (SEE STRUCT) -.. aa is SIM. 2 A418 SIM. STRUCTURA STEEL,SEE a — STRUCTURA DRAWINGS FOR 1 ADDITIONAL INFORMATION R-19 INSULATION IN STUD CAVITY EXISTING EXTERIOR WALL ASSEMBLY TO REMAIN — GYP. BRD. OVER FRAMING STUDS z NEW THROUGH WALL FLASHING WITH CONTINUOUS TERMINATION BAR EXISTING STEE PLATE TO REMAIN. T.O. ACCENT BAND j 114'-0" SEALANT AND BACKER ROD. T.O. EXIST BEAM jl 193'-6" (F.V.) PREFINISHED METAL FASCIA PANEL TRIM. PREFINISHED METAL FASCIA PANEL. FIRE TREATED PLYWOOD N STRUCTURAL STEEL BRACWG - REFER TO 10/S303. SEA IF ASH FUL PERIEMETED OF STEEL BRACING FOR WATERTIGHT CONDITION METAL STUD FRAMING AS REQUIRED PREFINISHED METAL FASCIA EDGE CHANNEL WITH WEEPS. EXPOSED HORIZONTA EDGE TO BE HEMMED. SEALANT AND BACKER ROD. MASONRYACCENT INFILLAT GARDEN CENTER SCA E: 1 1/2"=1'-0" NEW WOOD BLOCKING AS REQUIRED - ANCHOR TO BOTTOM OF EXISTING BEAM -- NEW BOX HEADER FRAME OVER OPENING CEI ING AS SCHEDU ED PAINTED GYP. BRD., PAINTED GYP. BRD., 3-SIDES OF OPENING 3-SIDES OF OPENING 6" COLD FORMED METAL FRAMING AS REQURIED. NEW CONC. FLpOR- REFER TO STRL. — 3 SECTION AT STARBUCKS ENTRY A SCALE: 1/2"=1'-0" A103 ALUM WINDOWlDOOR SYSTEM AS SCHEDULED TIE NEW FLOOR INTO EXISTING FLOOR - REFER TO STRL. EXISTING FOOTING TO REMAIN - REFER TO STRL. 8 . e. r. ' e 4 EXISTIn STRUCI ASSEME DRAWi f COMBIP PLUMB INFOR MEMBR, TAPERE ROOF D DRAWI INFORM STRUCI STRUCI ADDITIC PREFINI PANELS FRAMIN VOID IN LEFT FF EXISTi' EXISTIN MANUF< REFER- NEW 3 8' 16" O.C. NEW 8" E EXISTIN( WAL Pf NEW CO INCLUDE PROJEC EXISTIN( REMAIN. EXISTING BRICK VENEER, INSULATION AND PRECAST CONCRETE PANELS TO REMAIN. NEW THROUGH WALL FLASHING WITH WEEPS. — NEW BRICK SET IN RUNNING BOND PATTERN. NEW BRICK SET IN SO DIER CONFIGURATION. EXISTING EIFS ACCENT BAND TO BE REMOVED, SEE DEMOLITION DRAWINGS FOR MORE INFORMATION. NEW BRICK SET IN RUNNING BOND PATTERN. NEW BRICK SET IN SO DIER CONFIGURATION. CUT, REMOVE, AND REINSTA L EXISTING INSULATION AS REQUIRED FOR THE INSTA ATION OF NEW THROUGH WALL F ASHING. T.O. ACCENT BAND j> 114'-0" FACE OF NEW BRICK SHALL BE cv INSET 2' FROM FACE OF EXISTING BRICK MASONRY ACCENT INFIL AT REMOVED EIFS SCA E: 1 1(2"=1'-0" 2 SECTION AT PHARMACY WALL A SCALE: 1/2"=1'-0" A103 EVIS EYE 118'-4" 7. FASCIA 114'-0" SOFFIT 112'-3" i •' .:.: EXISTin STRUCT ASSEME DRAWIN MEMBR, SPECIFI INFORM TAPERI TO DRA DRAINS. ROOF D DRAWII INFORM STRUCT STRUC7 ADDITIC PREFIN PANEL FRAMIN NEW BF SPECIF' INFORN EXISTIN NEW BR ELEVAT PHARMP THROUC EXISTIN( WALL PF NEW CO WCLUDE PROJEC EXISTINC REMAIN. EXISTING BRICK VENEER, INSU ATION AND PRECAST CONCRETE PANELS TO REMAIN. —.._` REMOVE EXISTING BRICK AND INSTALL NEW BRICK IN RUNNING BOND PATTERN. SET NEW BRICK BACK FROM FACE OF EXISTING z". SEE EXTERIOR E EVATIONS FOR MORE INFORMATION. NEW THROUGN WALL FLASHING WITH WEEPSAT /2" EXISTING RELIEF ANGLE. 1 !'_-1 — .. _ L- l_ J EXISTING CANOPY STRUCTURE REMOVED, SEE DEMOLITION DRAWINGS FOR MORE %' LL INFORMATION W W LL M— ao N INFILL VOID LEFT BY REMOVAL OF ' EXISTING CANOPY WITH NEW MASONRY AS SHOWN. FACE OF NEW MASONRY TO SET BACK FROM FACE OF EXISTING BRICK BY 2' REMOVE EXISTING BRICK. ---.,_ . CUT,REMOVE,AND REINSTALL EXISTING INSULATION AS REQUI FOR THE INSTA LATIO OF NEW THROUGH WP FLASHING. T.O. ACCENT BAND 114'-0" EXISTING RELIEF ANG TO REMAIN. NEW BRICK SET IN SOLDIER CONFIGURA- CONTRACTORS CHOIt REMOVE EXISTING ST CHANNELS OR LEAVE PLACE AND NOTCH NE BRICK AS REQUIRED. NEW BRICK SET IN RUNNING BOND PATTE NEW BRICK SET IN SOLDIER CONFIGURA- MASONRY ACCENT INFILL AT REMOVED CANOPY SCALE: 1 1 /2"=1'-0" SECTION AT PHARMACY WINDOW A SCALE: 1/2"=1'-0" A103 SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB snu Tz wc PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.SC,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ US.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. 11111I l1/!//// D. M '%, C, G\ S t fRF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. xi zr t yl s s; ars,, ',rs 1424 W. Carmel Dr. Carmel, IN 46032 2015 STORE REMODEL revisions: drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 BidlPermit/ Construction Set 2-13-2015 EMBRANE ROOF OVER R-20 IGID INSULATION/MTL DECK ---...,,,,,\ 1EMBRANE ROOF FLASHING ---...,, IRE RATED, P.T., MOISTURE RESISTANT BLOCKWG ----, v PREFINISHED META PANE ---._, AIR INFILTRATION BARRIER --._ 1/2" FIRE RATED, MOISTURE °O RESISTANT PLYWOOD SHEATHING --. COLD FORMED METAL FRAMING WITH R-19 BATT INSUL ---„_ BLOCKING AS REQ'D --.,,,_ CONT SEA ANT W/ BACKER ROD --,_ ALUM CURTAINWALL (CW) SYSTEM WITH 1" INSU ATED G AZING - FLASNING AT C.W. SI L 2'-9" 4 SECTION AT GM ENTRY SIDE A101 SCA E: 1/2"=1'-0" A103 5/8" TYPE X GYP BRD TO DECK PAINT) OVER 6 MIL V.B. STEEL BEAM (SEE STRUCT) MTL STUD FRAMING FILL AL VOIDS W/ INSULATION CONT SILL PAN AT CURTAINWALL 5/8" TYPE X GYP BRD SHEATHING OVER 6 MI V.B. TUBE STEEL (SEE STRUCT) 6" COLD FORMED FRAMING INFILL WITH R-19 BATT INSUL MIN MEMBRANE ROOF OVER R-20 RIGID INSULATION/MTL DECK --.._,,,, MEMBRANE ROOF FLASHWG 2'-9" 2x FIRE RATED, P.T., MOISTURE RESISTANT BLOCKING 1'-0 1/2 v PREFINISHED METAL PANEL AWARD BLUE) AIR INFILTRATION BARRIER 1/2" FTPW SHEATHING 6" COLD FORMED METAL FRAMWG WITH R-19 BATT INSUL BLOCKWG AS REQ'D -- CONT SEALANT W/ BACKER ROD CONT. AIR INFILTRATION BARRIER 2" EXTERIOR INSULATED FINISH SYTSTEM (E.I.F.S.) OVER 1/2" GLASS MAT WATER RESISTANT SHEATHING OVER 6" COLD FORMED METAL FRAMWG STUDS @ 16" O.C. CONT. R-19 INSU ATION WITHIN STUD WALL CAVITY CONT. TERM BAR FOR ROOFING MEMBRANE CASING BEAD w/ WEEPS --------- NEW ROOF MEMBRANE FLASHING, TURN UP WALL 8" MIN. RUN MEMBRANE DOWN BACKSIDE OF EXISTING MEMBRANE ON PRECAST PARAPET WALL 8" MIN. PROVIDE CONTINUOUS SEALANT EXISTING ROOF SYSTEM TO REMAIN - PATCH AND REPAIR AS REQUIRED o Z 3 SECTION AT GM ENTRY SIDE A O SCA E: 1/2"=1'-0" A202 5/8" TYPE X GYP BRD TO DECK PAINT) OVER 6 MIL V.B. STEE BEAM (SEE STRUCT) MTL STUD FRAMING FIL ALL VOIDS W/ INSU ATION CONT. BACKER ROD & SEALANT ALONG TOP OF TNIN BRICK VENEER THIN BRICK VENEER OVER BED SET OVER 1/2" CEMENT BOARO OVER METAL STUD FRAMING BOX HEADER AS REQUIRED EXISTING BRICK VENEER TO REMAIN 2 SECTION AT GM ENTRY A O SCALE: 1/2"=1'-0" A103 SECTION AT GM ENTRY A101 SCA E: 1/2"=1'-0" A103 MEMBRANE ROOFING SYSTEM OVER COVER BRD AND 1" RIGID INSU. MEMBRANE ROOF SYSTEM FLASHING PREFINISHED METAL GRAVEL STOP/FASCIA PREFINISHED METAL FASCIA PANEL T.O.S. 113'-6" 2x FIRE RATED, PRESSURE TREATED WOOD BLOCKING AS REQ'D. 6" COLD FORMED METAL FRAMING W! KICKERS AS REQ'D 1/2" FIRE TREATED, MOISTURE RESISTANT PLYWOOD SHEATHING PREFINISHED METAL FASCIA PANELS PREFINISHED METAL SOFFIT PANEL CONT SOFFIT VENT PRECAST CAP(SILL PREFINISHED METAL SOFFIT PANELS (WHITE) ON SUPPORT FRAMING UTILITY BRICK COLUMN WRAP BEYOND PRECAST CONC WATERTABLE BEYOND SPLIT FACE CMU COLUMN BASE BEYOND 8" CONC CURB BASE BEYOND SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. 11111I l1/!////// D. M '%, C, G\ S t f RF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. xi tr jt s y. fF t,r,; i,.r¢,z MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: drawn: checked: date: comm. no.: 2-13-2015 1401808 BidlPermit/ Construction Set 2-13-2015 2 SECTION AT 24-HOUR ENTRY A O SCA E: 1/2"=1'-0" A103 SECTION AT GM ENTRY & CANOPY A101 SCA E: 1/2"=1'-0" A103 iECK, SEE STRUCT NE ROOFING SYSTEM VER BRD AND 1" RIGID NE ROOF SYSTEM G 3HED METAL GRAVEL SCIA 3HED META FASCIA T.O.S. 113'-6" RATED,PRESSURE D WOOD B OCKWG AS RMED METAL FRAMING RS AS REQ'D PLYWOOD SHEATHING 3HED METAL FASCIA ISHED METAL SOFFIT FFIT VENT UMN CAP BEYOND 3HED METAL SOFFIT ON SUPPORT FRAMING 3RICK COLUMN WRAP T CONC WATERTABLE CE CMU CO UMN BA5E CURB BASE BEYOND SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.SC,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ US.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. D. M '%, C, G\ S t fRF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. x zr jt sy. fF t,r,; i,.r¢,z MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: drawn: checked: date: comm. no.: 2-13-2015 1401808 BidlPermit/ Construction Set 2-13-2015 L i 7 77S Zy 1 C 7F9 PREFINISHED METAL GRAVEL STOP MEMBRANE ROOF FLASHING — 1(2" FIRE RATED MOISTURE RESISTANT PLYWOOD SHEATHING PREFINISHED META PANE w/ DRIP. - PROVIDE CONT. SEALANT 6" COLD FORMED FRAMING STUDS @ 16" QC. ADJUSTABLE MASONRY TIES @ 16" O.C. 1(2" FIRE RATED MOISTURE _ RESISTANT PLYWOOD SHEATHING ---_ CRICKET INSULATION - SLOPE TO FRONT OF MAN. STONE VENEER — P.T. WOOD B OCKING AS REQ'D. — PREFINISHED METAL GRAVEL STOP — 1 II MEMBRANE ROOF FLASHING CONT.SEALANT I' 6" COLD FORMED FRAMING STUDS @ 16" O.C. ---_.._\ 1/2" GLASS MAT WATER RESITANT GYP. BD. SHEATHING OVER 6" COLD FORMED METAL FRAMING STUDS - 6" COLD FORMED FRAMING STUDS @ 16" O.C. — MANUFACTURED STONE VENEER - REFER TO EXTERIOR E EVATIONS II 1!2" GLASS MAT WATER RESITANT GYP. BD. SHEATHING OVER 6" COLD FORMED METAL FRAMING STUDS — CONT. FLASHING TERM BAR — IE CONT. THRU-WALL FLASHING w/ WEEPS @ 48" O.C. — CONCRETE CURB - REFER TO EXTERIOR E EVATIONS _ AND CIVIL DWGS. — aa5is 2 SECTION AT 24-HOUR ENTRY A O SCALE: 1/2"=1'-0" A103 10.3 SECTION AT 24-HOUR ENTRY A101 SCA E: 1/2"=1'-0" A103 SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. zr t yl s s'i abr `'j.'a rS MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: 2-24-2015 ADDENDA #2 drawn: checked: date: comm. no.: 2-13-2015 1401808 BidlPermit/ Construction Set 2-13-2015 GLASS MAT WATER iISTANT SHEATHING R 3-5/8" COLD FORMED A FRAMING JUSTABLE MASONRY S @ 16" O.C. PLITFACE CMU CAST CONCRETE TER TAB E ABOVE VCRETE BASE BELOW EN ARGED PLAN @ 5 CO UMN BASE A412 SCALE: 1/2"=1'-0" A413 A494 PREFINISHED METAL — SOFFIT SYSTEM AS SCHEDUELD z``?'' `'. ti ; PRECAST CONCRETE WATER TABLE w/ DRIP - REFER TO 8(A415 MASONRY VENT @ 24" O.C. ADJUSTABLE MASONRY TIES @ 16" O.C. 2'-0„ STRL. COLUMN AS ISCHEDULED CONT. LIQUID APPLIED 1' 0" VAPOR/ WEATHER BARRIER OVER 6SHEATHING A415 FACE UTILITY BRICK AS SCHEDU ED 5/8" GLASS MAT WATER I RESISTANT SHEATHING 2' " OVER 3-5/8" COLD FORMED METAL FRAMING STUDS 1'- ' PRECAST CONCRETE WATER TABLE w/ DRIP - REFER TO 7/A415 ADJUSTABLE MASONRY TIES @ 16" O.C. MASONRY VENT @ 24" O.C. ^ 2$ ` ' 5 i A415 < 1 r " ' j 8" SPLITFACE CMU 7 5(8" WEEPS AT 24" O.C. g g 5" FLEXIBLE THRU-WAIL FLASHING CONCRETE SIDEWA K - . ;, REFER TO CIVIL ` : '. '• ' a. 4.: r . t : f . e ': x ' .' .. . M. . * O. . V M..' h ' *. •. ... a `' S' ' . . COMPRESSIBLE FILLER ' + " a w/ BOND BREAKERS • i • , S' , . a. w , .. CONCRETE BASE - ' '° ' ' REFER TO STRLJCIVIL : } +" .~ .a• '' ' : •' ' P.T. WOOD BLOCKING AS REQ'D. PREFINISHED METAL GRAVEL STOP —, MEMBRANE ROOF FLASHING CONT. SEALANT - 6" CO D FORMED FRAMING STUDS @ 16" O.C. - CUT ROOF DECK AS REQUIRED TO MAINTAIN PORTION OF EXISTING CANOPY ROOF DIAPHRAGM - 6" COLD FORMED FRAMING BRACING STUDS @ 16" O.C. - SECURE TO EXISTING. STRL. MEMBER - MANUFACTURED STONE VENEER - REFER TO EXTERIOR ELEVATIONS 1/2" GLASS MAT WATER RESITANT GYP. BD. SHEATHING OVER 6" COLD FORMED METAL FRAMING STUDS - 6" CO D FORMED FRAMING STUDS @ 16" O.C. MANUFACTURED STONE VENEER - REFER TO EXTERIOR ELEVATIONS — 1/2" GLASS MAT WATER RESITANT GYP. BD. SHEATHING OVER 6" COLD FORMED METAL FRAMING STUDS CONT. FLASHING TERM BAR CONT. THRU-WAL FLASHWG w! WEEPS @ 48" O.C. -.\ CONCRETE CURB - REFER TO EXTERIOR ELEVATIONS AND CIVIL DWGS. ---.._ FOUNDATION - REFER TO STRL. SECTION 4 TYPICAL C NaPY COLUMN A4 2 SCALE: 1/2"=1'-0" A413 A414 B.O. FASCIA / SOFFIT 111'-4" T.O. SILL / CAP 103'-8" GLASS MAT WATER ISTANT SHEATHING R 3-5l8" COLD FORMED AL FRAMING IUSTAB E MASONRY 3 @ 16" O.C. CAST CONCRETE TER TABLE BELOW TILITY BRICK SURROUND JCRETE BASE BELOW EN ARGED P AN @ 6 COLUMN A412 SCALE: 1/2"=1'-0" A413 A414 10.05 10 6" COLD FORMED METAL JOIST FRAM W G@ 16" O.C. MEMBRANE ROOF SYSTEM OVER TAPERED RIGID INSULATION OVER 11 1/2° FIRE-RETARDANT TREATED A416 PLYWOOD P.T. WOOD BLOCKING AS REQ'D. MEMBRANE ROOF FLASHING 1/2"FIRE-RETARDANTTRE TED i i PLYWOOD 1/2" GLASS MAT WATER i SCREEN PARAPET 2ESITANT GYP. BD. SHEATHING PREFINISHED METAL SOFF T. WALL BEYOND OVER 6" COLD FORMED METAL PROVIDE CONT. VENT FRAMING STUDS TURN SOFFIT PANEL DOW AND OVER SEAM BETWEEN NE AND EXISTING - PROVIDE CONT. SPLASH BLOCK @ EA. SEALANT DOWNSPOUT EXISTING ROOF SYSTEMI INSULATION TO REMAIN - PATCH AND REPAIR AS REQ'D. EXISTNG ROOF DECK TO REMAIN PROVIDE NEW INFILL AT SCUPPER LOCATION(S) - PATCH AND REPAIR ROOF SYSTEM AS REQ'D. I EXISTING STRL. MEMBER TO - REMAIN - REFER TO STRL. CEI ING AS SCHEDULED EXISTWG MASONRY WALL TO FOR A'DDITIONAL i O ORMAT ONNS 3 SECTION AT CENTER STONE A101 SCA E: 1/2"=1'-0" A103 9., 3 5/8" 5 3/8" n , .e: . . . . . ' ... . . f ..i. n ..:..:...... .. ... ' M o co N CV 9" 5 1/2" 2" 1 1/2" P.T. WOOD BLOCKING AS REQ'D. PREFINISHED METAL GRAVEL STOP — MEMBRANE ROOF FLASHING 1/2" FIRE-RETARDANT TREATED PLYWOOD SNEATHING PREFINISHED METAL PANEL wl DRIP. - PROVIDE CONT. SEA ANT 6" COLD FORMED METAL FRAMING DIAGONAL BRACING @ 16" O.C. STAGGER ---_ 1/2" GLASS MAT WATER RESITANT GYP. BD. SHEATHING OVER COLD FORMED METAL FRAMING STUDS ------- 6" CO D FORMED FRAMING STUDS @ 16" O.C. ---- 6" COLD FORMED FRAMING BRACING STUDS @ 16" O.C., STAGGER ---.-_,_„`_ CUT ROOF DECK AS REQUIRED TO MAINTAIN PORTION OF EXISTING CANOPY ROOF DIAPHRAGM ----,,,,, 6" COLD FORMED FRAMING BRACING STUDS @ 16" QC. - SECURE TO EXISTING. STRL. MEMBER -.. UTILITY BRICK VENEER - REFER TO EXTERIOR ELEVATIONS 7 PC-1 A415 SCA E: 3°= -o° s PC-2 A4 5 SCALE: 3"=1'-0" 10.05 10 I 6" COLD FORMED METAL JOIST FRAMING @ 16" O.C. MEMBRANE ROOF SYSTEM OVER TAPERED RIGID INSU ATION OVER 416 1/2" FIRE-RETARDANT TREATED PLYWOOD P.T. WOOD NAILER AS REQ'D. MEMBRANE ROOF FLASHING 1(2" FIRE-RETARDANT TREATED i PLYWOOD SHEATHING i+ i I + + PREFINISHED METAL SOFFIT. i PROVIDE CONT. VENT i TURN SOFFIT PANE DOWN AND OVER METAL SIDING - PROVIDE i CONT. SEALANT PREFINSIHED SMOOTH-FACED i META PANEL i i i i i i i 1!2" GLASS MAT WATER RESITANT i+ i SHEATHING i i PREFINSIHED GUTTER AND D.S. SCREEN PARAPETii WALL BEYOND SIDING TO TERMINATE 8" MIN. BELOW T.O. EXISTING CMU PARAPET - PROVIDE CONT. I ( SEALANT SPLASH BLOCK @ EA. PROVIDE NEW INFILL AT DOWNSPOUT SCUPPER OCATION(S) - PATCH AND REPAIR ROOF SYSTEM AS REQ'D. EXISTING ROOF SYSTEM/ INSULATION TO REMAIN - PATCN AND REPAIR AS REQ'D. EXISTNG ROOF DECK TO REMAIN 6" COLD FORMED FRAMING i STUDS @ 16" O.C. i IUTIITYBRICKVENEER - REFER TO EXTERIOR ELEVATIONS i i i 1/2" GLASS MAT WATER RESITANT GYP. BD. SHEATHING OVER 6" COLD FORMED METAL FRAMING STUD5 i i CONT. FLASHING ITERMBAR CONT. THRU-WA L FLASHING w/ WEEPS @ 48" O.C. ' i CONCRETE CURB - REFER ITOEXTERIORELEVATIONSi AND CIVIL DWGS. I FOUNDATION - — REFER TO STRL. A416 i 2 SECTION AT CENTER BRICK A101 SCA E: 1/2"=1'-0" A103 EXISTING STR. MEMBER TO REMAIN - REFER TO STRL. CEILING AS SCHEDULED EXISTING MASONRY WALL TO REMAIN - REFER TO FLOOR PLANS FOR ADDITIONAL INFORMATION 1'-4 5(8" 11 1 /8" 5 1 /2" Zo v t ...'... ... : .. 5,..:. m . . . . . ... :. .. " ' ` . r..:.. .. -. :.'. e r v . : . .:.:..::..:...: ., .. .. : y. st,. •., : 9 PC-3 4 5 SCALE: 3"=1'-0" 10.05 10 NEW STRUCTURA MEMBER- REFER TO STRL. 3-5/8" CO D FORMED META .IOiST 7 FRAMING @ 16" O.C. A416 I I MEMBRANE ROOF SYSTEM OVER P.T. WOOD NAILER AS REQ'D. TAPERED RIGID INSULATION OVER 1/2" FIRE-RETARDANT TREATED PREFINISHED METAL GRAVEL STOP PLYWOOD P.T. WOOD NAI ER AS REQ'D. MEMBRANE ROOF F ASHING MEMBRANE ROOF F ASHING T.O.S. rn _____________________ ____________________________ 1/2" FIRE-RETARDANT TREATED 923'-0" i I I PLYWOODSHEATHING 1/2" FIRE-RETARDANT TREATED i i PLYWOOD SHEATHING. i i i i PREFINISHED METAL SOFFIT. i PROVIDE CONT. VENT N i i i i TURN SOFFIT PANEL DOWN AND i i i i OVER METAL SIDING - PROVIDE i CONT.SEA ANT i i 2" FIRE-RETARDANT TREATED PLYWOOD i i PREFINSIHED SMOOTH-FACED SHEATHING OVER 3-5l8" COLD FORMED i i METAL PANEL METAL FRAMING STUDS @ 16" O.C. i ' I I PREFINSIHED GUTTER AND D.S. PREFINISHED METAL PANE SYSTEM i ` + I + ' I J 1 i i i 2" EXTERIOR FINISH I I 1/2" GLASS MAT WATER RESITANT SYSTEM - REFER TO i SHEATHING SPECIFICATIONS ' i i i i i: `. i i 6" COLD FORMED MTL. FRAMINGCOLDFORMEDMETA FRAMING i \\ STUD5 @ 12" O.C. DIAGONAL BRACING @ 16" O.C. i: i I STAGGER DIRECTION , + i y'' + i + ++ 1/2" GLASS MAT WATER RESISTANT SHEATHING OVER i COLD FORMED METAL FRAMING i i i i STUDS i i i i i i MEMBRANE ROOF 6" CO D FORMED FRAMING i TERM BAR BEHIND STUDS @ 16" O.C. i i i i SIDING i i I i li i I I I NEW ROOF MEMBRANE FLASHING DOWN NEW P.T. WOOD BLOCKING i AS REQUIRED SLOPE 24" MIN., UP i i i i WAL 16" MIN. i i i i i CUT ROOF DECK AS i i i i REQUIRED TO MAINTAIN I i i PORTION OF EXISTING i CANOPY ROOF DIAPHRAGM i i I ' I' i 6" COLD FORMED FRAMING i i ' BRACING STUDS @ 16" O.C. - - - -- ----- -- i+ +i SECURE TO EXISTING. STRL. MEMBER i+ + i i EXTERIOR FINISH i i SYSTEM - REFER TO i i SPECIFICATIONS i i Iii i i i i STRUCTURAL MEMBER - i i EXISTING STR. MEMBER TO REFER TO STRL. i i REMAIN - REFER TO STRL. CONT. SILL FLASHING, i i I I RUN UP SHEATHING AND TERMINATE 8" i ABOVE T.O. ACCENT i i BAND i i i i i i 8" CAST STONE i IACCENTBAND i i CONT. DRIP i i I ( I 6" CO D FORMED FRAMING i i I ISTUDS@16" O.C. i i i i I I UTILITY BRICK VENEER - ' iREFERTOEXTERIORi ELEVATIONS I I i i 1/2" GLASS MAT WATER I RESISTANT SHEATHING OVER i i COLD FORMED METAL FRAMING i i STUDS i i CONT. FLASHING i i I I TERM BAR i i i i i i CONT. THRU-WALL FLASHWG w! WEEPS @ 48" O.C. i i CONCRETE CURB - REFER ITOEXTERIORELEVATIONSii AND CIVIL DWGS. i I III A4816 — SCREEN PARAPET WALL BEYOND SPLASH BLOCK @ EA. DOWNSPOUT EXISTING ROOF SYSTEMI INSULATION TO REMAIN - PATCH AND REPAIR AS REQ'D. EXISTNG ROOF DECK TO REMAIN CEILING AS SCHEDULED EXISTING MASONRY WALL TO REMAIN - REFER TO FLOOR P ANS FOR ADDITIONAL INFORMATION SECTION AT CENTER E.F.S. A101 SCA E: 1/2"=1'-0" A103 NEW PREFWISHED METAL COPING CAP TO MATCH EXISTING NEW TRANSLUCENT WAL PANELSYSTEM NEW CONT. SILL PAN FLASHING - MATCH TRANSLUCENT WAL PANE SYSTEM FRAME FINISH PATCH AND REPAIR WOOD FRAMING AS REQUIRED TO ALLOW FOR NEW INSTALLATION EXISTING ROOF DRAIN R.D.) TO REMAIN - REFER TO PLUMBING BULKHEAD AS SCHEDULED 0 NEW, CONT. MEMBRANE FLASHING AS REQUIRED TO ACHIEVE WATERTIGHT CONDITION I jEXISTWG ROOF SYSTEM, DECKING, AND STRL. MEMBERS TO REMAIN SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. zr jt s y. s t t r J' i,Esi 1424 W. Carmel Dr. Carmel, IN 46032 2015 STORE REMODEL revisions: drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 BidlPermit/ Construction Set 2-13-2015 2x P.T. WOOD BLOCKWG AS REQURIED. -----"" PREFINISHED METAL GRAVELSTOP-REFER TO EXT. ELEVS. FOR FINISH "''- RUN MEMBRANE DOWN FACE OF WOOD BLOCKING PREFINSIHED COUNTERFLASHING CONT.SEALANT MANUFACTURED STONE VENEER OVER BED SETTING MATERIA PER STONE _ VENEER MFR.'S RECOMMENDATION MANUFACTI VENEER OV MATERIAL P VENEER MF RECOMMEN CONT. TER' FOR FLASH CONT.THR FLASHING AT 48" O.C. 1/2" EXP. J( MATERIAL NEW CON CONT. GR EDGE-RE STRL.FOF REINFORC NEW EXTE CONCRET REFER TC S OPE 9/4" P— EF2p 112" G ASS MAT WATER RESISTANT GYP. BD. SHEATHING TYPICAL TOP OF WALL DETAIL 11 STONE VENEER WALL A411 SCALE: 11/2°=r-o° A413 A414 A415 NEW ROOFMEMBRANE OVER TAPERED, RIGID INSULATION FOR POSITIVE S OPE. 1/2" FIRE-RETARDANT TREATED PLYWOOD 6" CO D FORMED METAL JOIST FRAMING @ 16" O.C. 112" FIRE-RETARDANT TREATER PLYWOOD SHEATHING PREFINISHED COPING w/ DRIP — 1/2" FIRE-RETARDANT TREATED PLYWOOD SHEATHING CONT. PREFINISHED COUNTERF ASHING - TERMINATE ON VERTICAL FACE OF SHEATHING CONT.SEA ANT UTILITY BRICK VENEER w/ HORIZ. ADJ"T^Q' ANCHORS( VERTICALL SHEATHINC CONT.TER BAR FOR FLASHING CONT.THR FLASHING AT 48" O.C. 1/2" EXP. Jt MATERIAL NEW CONC CONT. GRC EDGE-REI STR. FOR REINFORC NEW CON REFI TYPICAL BASE DETAIL @ o STONE VENEER WALL A411 SCALE: 11l2"=1'-0" A413 A414 A495 0 2x P.T. WOOD BLOCKWG AS REQURIED. - 5 3/4„ SLOPE 1!4" PER 1'-p' CONT. 6" COLD FORMED METALTRACK 6" COLD FORMED METAL FRAMWG @ 16" O.C. 1/2" GLASS MAT WATER ESISTANT GYP. BD. SHEATHING 6" COLD FORMED METAL FRAMWG @ 16" O.C. 2" NOM. CMU STARTER COURSE CONT. 6" COLD FORMED METALTRACK NEW STRL. FOOTING - REFER TO STRL. DWGS. NEW ROOFMEMBRANE OVER TAPERED, RIGID INSULATION FOR POSITIVE S OPE. 1/2" FIRE-RETARDANT TREATED PLYWOOD 6° COLD FORMED METAL JOIST FRAMING @ 16" O.C. CONT. 6" CO D FORMED METALTRACK 6" CO D FORMED METAL FRAMWG @ 16" O.C. 1!2" GLASS MAT WATER RESISTANT GYP. BD. SHEATHING UTILITY BRICK VENEER w/ HORIZ. ADJUSTABLE ANCHORS @ 16" O.C. VERTICAL Y SECURED TO SHEATHING TYPICAL TOP OF WALL DETAIL 9 BRICKVENEERWALL A4 SCALE: 11/2"=1'-0" A413 A414 A415 TYPICAL BASE DETAIL a s BRICKVENEERWALL A411 SCALE: 11/2°=r-o° A413 A414 A415 1/2" GLASS MAT WATER ESISTANT GYP. BD. SHEATHING 6" CO D FORMED METAL FRAMING @ 16" O.C. 4" NOM. CMU STARTER COURSE CONT. 6" COLD FORMED META TRACK NEW STRL. FOOTING - REFER TO STRL. DWGS. NKtr GRAV TO E> FINISI RUN MEMBRANI DOWN FACE OF WOOD BLOCKIt PREFINSIHED COUNTERFLA; 1/2„ FIRE-RETARI TREATED PL SHEATHING 3" E.I.F.S. t G ASS MA MOISTURE RESISTAN SHEATHIN n T n..TTn nT n ,.,,n IG BLOCKING AS MEMBRANE ROOF FLASHING 1/2" FIRE-RETARDANT TREATED PLYWOOD SHEATHING 3" E.I.F.S. OVER 1/2" GLASS MAT MOISTURE RESISTANT SHEATHING CONT. TER BAR FOR FLASHING CONT.THR FLASHING AT 48" O.C. 1/2" EXP. J( MATERIAL UTILITY BF HORIZ. AD, ANCHORS VERTICALI SHEATHIN 2x P.T. BLOCKI REQUR PREFIN GRAVE' TO EXT FINISH RUN ME DOWN WOOD PREFIt COUN7 NEW M OVER LATH A MANUF, NEW 3! FRAMIf NEW $" CJC I CKIVK JtiCH I t1INl HUUI I IUNHL INFUKMH I IUIV 7 TYPICAL CANOPY DETAIL A414 SCALE: 11/2"=1'-0" 6 TYPICAL CANOPY DETAIL A414 SCALE: 11/2"=1'-0" UTI ITY BRICK VENEER w/ un i Atl il ICTAQI c FORMED META dG @ 16" O.C. ASS MAT WATER ANT GYP. BD. HING DETAIL AT LOW 5 STONE TO HIGH BRICK A414 SCA E: 19(2"=1'-0" ROOF MEMBRANE SEALED TO RAKE TRIM AND MAIN ROOFING MEMBRANE. ROOF MEMBRANE EXTENDED PAST ROOF EDGE AND DOWN FACE OF BLOCKWG — PREFINISHED METAL RAKE TRIM WITH NEMMED DRIP EDGE PREFINISHED BREAK METAL CLADDING OVER WOOD BLOCKING. SIZE BLOCKING AS REQUIRED TO ACHIEVE PROFILE INDICATED. PREFINISHED METAL FASCIA PANELS, SEE ELEVATIONS FOR MORE INFOR. MEMBRANE ROOF SYSTEM OVER TAPERED INSULATION, EXTEND PAST ROOF EDGE AND DOWN WOOD BLOCKING AS SHOWN ROOF DECK, SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION 3/4" FIRE TREATED PLYWOOD SHEATHING PREFINISHED METAL FASCIA PANELS, SEE ELEVATIONS FOR MORE INFOR. STRUCTURALSTEEL,SEE STRUCTURAL DRAWINGS FOR ADDITIONA INFORMATION — PREFINISHED METAL FASCIA EDGE CHANNEL WITH WEEPS. EXPOSED HORIZONTAL EDGE TO BE HEMMED. PREFINISHED METAL SOFFIT PANELS (BLUE) ON SUPPORT FRAMING TYPICAL CANOPY DETAIL @ 4 PHARMACY & STARBUCKS A411 SCALE: 11(2"=1'-0" A412 A413 A414 B.O. SOFFIT 112'-3" CONT. 1x VENTED SOFFIT PANEL CONT. FLASHING TURN DOWN METAL SIDING PREFINISHED GUTTER AND DOWNSPOUT - REFER TO A105 FOR ADDITIONAL INFORMATION PREFINISHED SMOOTH-FACED METAL PANEL OVER 1/2" GLASS MAT WATER RESISTANT SHEATHING T WATER RESISTANT GYP. BD. SHEATHING REMOVE AP REQUIRED' WALL FLAS' EXISTING T TO REMAIN SI L FLASH RECOMMEP STONE MAP INSTALL NE FLASHING t FLASHING. WEEPS/WIC FOR MORE EXISTING PRECAST CONCRETE WALL PANE S, INSULATION, THROUGH WALL FLASHING AND BRICK VENEER TO REMAIN. — SEA ANT AT TOP OF NEW REG ET COVER AND UNDER EXISTING THROUGH WALL F ASHWG. TAKE PRECAUTIONS NOT TO SEAL TOP SIDE OF EXISTING FLASHING. NEW CONCEALED FASTENER 2-PIECE FLASHING REGLET AND COVER INSTA LED UNDER EXISTING THROUGH WALL FLASHING, LAP AND ENDS. SEALANT AT TOP OF NEW TERMINATION BAR. CONTINUOUS ROOFING TERMINATION BAR MECHANICAILY FASTENED TO EXISTING BRICK NEW ROOFING MEMBRANE OVER TAPERED INSULATION. EXTEND VERTICALLY AT WALL TO TERMINATION BAR. ROOF DRAIN ASSEMBLY, SEE PLUMBING DRAWINGS AND SPECS FOR ADDITIONAL INFORMATION. STRUCTURA STEELAND METAL DECK, SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION -""'"- PREFINISHED METAL SOFFIT PANELS ON SUPPORT FRAMING CdNTINUOUS VENTED SOFFIT ASSEMB Y WOOD B OCKING CLADDED WITH PREFINISHED BREAK METAL, COLOR TO MATCH SOFFIT NEW MANUFACTURED STONE VENEER OVER SCRATCH COAT AND METAL ATH AS RECOMMENDED BY STONE MANUFACTURER. NEW 3$" METAL STUD FRAMING AT 16" O.C. EXISTING PRECAST CONCRETE WALL PANE S TO REMAIN. EXISTING INSULATION TO REMAIN. NEW MANUFACTURED STONE VENEER OVER SCRATCH COAT AND METAL LATH AS RECOMMENDED BY STONE MANUFACTURER. — NEW 3 $" METAL STUD FRAMING AT 16" O.C. NEW 8" EXTERIOR SHEATHING REMOVE AND REINSTAL EXISTING MASONRY AS REQUIRED TO INSTALL ADDITIONAL THROUGH WA L FLASHWG NEW CONCRETE CURB, SEE SPECS AND OTHER DRAWINGS FOR ADDITIONA INFORMATION. EXISTING BRICK, INSULATION AND PRECAST CONCRETE WAL PANE TO REMAIN REMOVE AND REINSTALL EXISTING MASONRY AS REQUIRED. CONTINUOUS SEALANT AROUND STEEL PLATE, ALL SIDES.. BREAK METAL DRIP EDGE COLOR TO MATCH STEE PLATE ASSEMBLY) ALONG TOP OF STEEL PLATE. EXTEND INTO BRICK MORTAR JOINT. CONTINUOUS SEALANT . ' STRUCTURAL PLATE ASSEMBLY, PAINTED. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. REMOVE AND REINSTAL EXISTING MASONRY AS REQUIRED. TYPICAL CANOPY 3 DETAI TIE-ROD A411 SCALE: 11/2"=1'-0" PHARMACY CANOPY DETAIL @ 2 STONE VENEER WA L A411 SCA E: 11/2"=1'-0" _ PHARMACY BASE D TAIL @ STONE VENEER WA L A411 SCALE: 11(2"=1'-0" T.O. STEEL TUBE , 118'-6 3/4" NEW 8" CMU SUPPORTED BY EXISTING FOUNDATION, CONTRACTOR TO FIEID VERIFY EXISTING FOUNDATION CONDITION. EXISTING FOUNDATION TO REMAIN 1 SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB snu.z iNc. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.SC,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ US.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITTEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SHALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS AN60R ETAI S MUST BE SUBMITTED TO tHiS OFFICE FOR REVIEW BEFORE PROCEEQING W17H FABftICATiON. IIIIIiil1/!//// iD. M '%, C, G\ S t fRF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. d` i 3 1 t ti1'}`ii{} i ,a; fi »,>,{.Gz.... 1424 W. Carmel Dr. Carmel, IN 46032 2015 STORE REMODEL revisions: drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 DETAILS Bid/Permit/ Construction Set 2-13-2015 16 GA. BENT PLATE - TYPICAL AT ALL NON-SQUARE CORNERS 1/2" GYP. BD. ON 6" METAL STUDS --S'—\ 1/2" GYP. BD. ON ' 3 5/8" METAL STUDS COUNTER, REFER TO MEIJER Q-SHEETS— 1/2" GYP. BD. ON 3 5/8" METAL STUDS Q S 7S, 5 9/16" 1(2" GYP. BD. ON 2 1/2" METALSTUDS HDPE BELOW BUTT GLAZED 1/4" TEMPERED GLASS IN ALUM PERIMETER FRAME— BUTT GLAZE TEMPEREDC ALUM PERIM HDPE BELOb TS3x3x3/16 N 112" BTM PLA TO FLOOR. F DETAI S 3 & ROLLING GUIDE, M ON FACE VERIFY EXTENT OF COUNTERTOP OVER HANG W/Q-SHEETS AND MILLWORK SHEETS FOR COILING DOOR TERMINATION EXTRUDED ALUMINUM 45 DEG. CORNER TRIM WITH FIN, TAPERED, GROOVED AND PREPUNCHEDFOR SCREW ATTACHMENT 16 GA. BENT P ATE - TYPICAL AT ALL NON-SQUARE CORNERS 1/2" GYP. BD. ON 6" META STUDS TS3x3x3/16 w/ 12" x 5 x 1/2" BTM PLATE BO T TO FLOOR. REFER TO DETAILS 3 & 4lS301 N v 1 PHARMACY PLAN DETAIL A10? SCA E: 11/2"=1'-0" 3 5/8" 4'-0" 115'-6" O W z BULKHEAD 19 2'-0" 12"'AXIOM' OR'COMPASSO' CEI WG TRIM ATTACHED TO SUSPENDED CEILING'T' WITH ATTACHMENT CLIP 0 Hww c w w H r w EXTEND WAL TO ROOF DECK ABOVE w/ TYPICAL DEFLECTION HEAD 2'-0 IGHT - SEE ELECTRICAL ll o II ACP CEILWG ACP CEILING GYP. BD. CORNER BEAD - 1/2" GYP. BOARD BULKHEAD — COILIN HE SERVIC MEIJEF MILLW( CEILING HEIGHT 110'-0" 1'-9" COILING DOOR, FACE FRAMING OF WALL MOUNTED 1!2" GYPSUM BOARD f 2"X8", 18 GA HEADERS AND 18 GA TRACK 4 PHARMACY DOOR A104 SCA E: 3/4" = 1'-0" A301 A302 A501 A701 DEEP LEG SLIPTRACK TO ALLOW FOR MINIMUM OF 1 1/2" ROOF DECK DEFIECTION — TUBE STEE HEADER; SEE STRUCTURAL APPLY 1-1/2" FURR. ON SIDES OF T.S. FOR ATTACHMENT OF GYP. BD. WOOD BLOCKING AS REQUIRED ACP CEILING 1) AYER 1/2" GYP. BD. ON 6" META STUDS — 2 PHARMACY WINDOW A101 SCALE: 91/2"=9'-0" A301 2MACY METALDECK nt I UNI-STRUT P1001T STEEL JOIST V CHANNEL 2'-0" 3/8" THREADED HANGER ROD SPACED 6'-0" O.C. MAX. ALONG BULKHEAD; ONLY (1) HANGER ROD PER P1001T CHANNE LOCATED AT ANY LOCATION ALONG CHANNEL 1/2" GYP. BOARD ON 3 5/8", 20 GA. META STUDS AT 9'-4" O.C. -- HBC SA ES 1/4" TEMPERED GLASS 4 112" A UMINUM FRAMED GLAZING SYSTEM 1/2x4" HDPE CHAIR RAIL AND BASE STUD WALL BELOW WINDOW TO BE BRACED BY MIL WORK FLOOR LINE CUSTOMER SERVICE BdX HEADER CV HDPE TRIM — 6) #10-16 AT 6'-0" TOP & BOTTOM - 1 BOT. OF DECK VARIES VAL REINFORCING OR (6) #10-16 AT 6'-C NAL BRACING WHERE TOP & BOTTOM RED - REFER TO 6/A502 DDITIONAL INFORMATION CEILING - SEE ROOM FINISN SCHEDULE & REFLECTED CEILING PLAN FOR HEIGHT METAL STUD FRAMING - SEE FLOOR PLAN FOR WALL TYPE CORRIDOR OWNER PROVIDED HDPE COUNTER,BACKSPLASH AND SUPPORTS WALL BEYOND CART PASS THROUGH 5 DETAI A101 SCALE: 3/4" = 1'-0" A501 UNISTRUT P1925 P ATE WASHER UNISTRUT P2800-37 CHANNEL FITTING - 3/8" THREADED ROD THROUGH P1001T CHANNEL AND JOIST CHORD WITH NUTS AND WASHERS AT EACH END 4'-0" T.O. BULKHEAD 115'-6" 12" CEILING TRIM ATTACHED TO SUSPENDED CEILING'T' WITH CLIP AS REQUIRED — SEE REFLECTED CEI WG PLAN 6 BULKHEAD SECTION A101 SCA E: 3/4" = 1'-0" A301 J JOIST ( DECK, CK i/8" TO R i1 N SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITTEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SHALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS AN60R ETAI S MUST BE SUBMITTED TO tHiS OFFICE FOR REVIEW BEFORE PROCEEQING W17H FABftICATiON. IIIIII l1/!///// D. M '%, C, G\ S t f RF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. d` t 3 t t{1 f},r'} ,_.,;, r , 1424 W. Carmel Dr. Carmel, IN 46032 2015 STORE REMODEL revisions: drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 SECTIONS AND DETAILS Bid/Permit/ Construction Set 2-13-2015 1/2" H.D.P.E. CAP, RADIUS EXPOSED EDGES 1) LAYER 1/2" GYP. BD. EACH SIDE OF 3 5/8"x20 GA. METAL STUDS AT 1'-4" O.C. FASTEN EVERY THIRD STUD TO CHANNEL _ 1/2" H.D.P.E. RADIUS EXPOSED EDGES - SEE DETAIL 12/A503 P ASTIC LAMINATE ADHERED TO 1/2" FRT MDF C3x5 AT 4'-0" O.C. WALL STIFFENER ---_.__ GV ro 0 V 12" DIA. x 2'-6" DEEP CONCRETE PIER, SET TOP 4" BE OW F OOR INE EMBED C3x5 2'-0" INTO CONCRETE LOW WA L DETAIL A103 SCALE: 3/4"=1'-0" 3/4" FURRING ON FACE OF COLUMN TO SUPPORT GYP. BOARD AT CONTROL JOINT — STEEL CO UMN - PAINT v M 1/2" GYP BD. 6" METALSTUDS METAL CONTROL JOINT TYPICAL WA L CONTROL JOINT s AT CO UMN DETAI A100-3 SCA E: 11/2"=1'-0" EXISTING BULKHEAD CONSTRUCTION THAT'S FIXED TO STRUCTURE ABOVE DUPLICATE CHANNEL ON OPPOSITE SIDE IF WA IS EXPOSED ON BOTH SIDES FASTENER GYP. BOARD EDGE CHANNEL Z" MOULDING VARIES NG RIAL C7N METAL FASTENED TO CONNECTION HORIZONTAL 14 EXPANSION JOINT DETAIL A100•3 SCALE: 3"=1'-0" SEALING MATERIAL — SHEET METAL FLASHING RECEIVER — REMOVABLE SHEET METALCOUNTER F ASHING (RTU & CURB SHOULD BE SELF F ASHING) EXIST. ROi7F INSULATION - EXIST. METAI DECK z 0 NEW 30" x 30" 200 MI. WALKWAY PADS AROUND ALL NEW OR RELOCATED RTU's — EXIST. ROOF MEMBRANE- STRUCTURALRTU SUPPORT CURB ANGLE FRAME, SEE STRUCTURAL TYP. STRUCT. RTU 1s CURB DETAI A100-3 SCALE: 11/2"=1'-0" 2 NOT IN USE SCALE: N/A NOTE: PROVIDE A L NEW WAL INTERSECTIONS TO NEW OR EXISTWG WALL CONSTRUCTION WHERE CERAMIC TILE FINISH IS CAL ED FOR. GYP.BOARD EDGE TRIM ERIE METAL SPECIALTIES, INC JP-100 COMPRESSION SEAL EDGE TRIM SCHLUTER JOL Y AK60 EACH SIDE OF EXP. JOINT EXI: INS EXI: DEG. I 2" GYP. BOARD 2" TI E BACKER BOARD ERAMIC TI E WALL TO WALL EXPANSION JOINT 9 DETAIL A100-3 SCA E: 3"=1'-0" JCC J I ttVl I VttNL TYP. EXHAUST FAN 19 DETAIL A100-3 SCALE: 11/2"=1'-0" 3 NOT IN USE SCALE: N/A NOTE: PROVIDE VERTICA MOVEMENT JOINT AT ALL NEW BULKHEAD CONSTRUCTION TERMINATION TO EITHER NEW OR EXISTING WAIL CONSTRUCTION. STUD TRACK FASTEN FU L NEIGHT WALL TO FU L HEIGHT STUDS, DOUBLE AT END STUDS OF WA L FACE OF FINISHED GYP. BD. BELOW ------_____ BULKHEAD STUD SET IN 1/2" GYP. BOARD ON STUD TRACK BUT NOT META STUDS FASTENED GYP. BD. AND'J' TRIM 'J' TRIM CASING FASTENERINTO BEAD BULKHEAD STUD 3/g" 1/2" BACK OF FULL PAINT STUD TRACK HEIGHT STUD AND EDGE OF'J' TRIM TO MATCH CO OR OF FACE OF FINISHED GYP. BULKHEAD BD. BELOW AND POINT OF COLOR CHANGE WHERE APPLICABLE VERTICA MOVEMENT JOINT o AT BU KNEAD DETAIL A100-3 SCALE: 3"=1'-0" A30? A502 TEMPERATURE APPROPRIATE ELASTOMERIC SEALANT META OR GYPSUM - LINER IF REQUIRED v 0 M TYPICAL UNIT 2o HEATER DETAIL A100-4 SCALE: 11/2"=1'-0" G`r „..,. TYPICAL CONTROL 11 JOINT DETAIL A100-3 SCA E: 3"=1'-0" A301 A302 S IPTRACK, SEE DETAIL #12/A502 WIRE MESH--6 COOLER PANEL SYSTEM ---""- PROVIDE INTERNAL REINFORCING AS REQUIRED ABOVE P YWOOD TO LIMIT DEF ECTION OF WA L TO L/360 AT 5 PSF PRESSURE 1) LAYER 1/2" GYP. BOARD ON 6"x1 5($", 20 GA. METAL STUDS @9'-4" O.C. ACP CEILING, SEE REFLECTED CEILING PLAN 1} LAYER 112" GYP. BOARD ON 1 112" METAL FURRING AT 16" O.C. MOISTURE RESISTANT GYP @ LOCATIONS TO RECEIVE FRP OR CERAMIC TILE 4 REFRIG. WA L DETAIL A103 SCA E: 3/4"=1'-0" NOTE: PROVIDE CONTRO JOINT IN A NEW WA L AND BULKHEAD CONSTRUCTION AT MAX SPACING OF 30'-0". OCATE JOINTS AT IDEAL STRESS POINTS AND AT TYPICAL WALL OPENING HEADERS. 1" DRAWBAND OR WELD UMBRE LA TO STACK F ASHING MEMBRANE ADHERED TO CURB) EXIST. ROOF PIPE SUPPORT INSU ATION SEALANT — EXIST. ROOF MEMBRANE F ASHING MEMBRANE -. EXIST. ROOF DECK PIPE PENETRATION 21 DETAIL A100-3 SCALE: 11/2"=1'-0" DRAWBAND EXIST. ROOF INSULATION EXIST. ROOF MEMBRANE EXIST. ROOF DECK META STUDS-SEE FLOOR PLAN FOR WAL WIDTH --..., ACP CEILWG --1 CFMF BOX BEAM (2) 8"x16GA. JOIST WITH 16GA. TRACKS TOP AND BOTTOM ACROSS OPENING 1/2" GYP. BOARD ON META STUDS --- 1/2" GYP. BOARD ON METAL STUDS VARIES TYPICAL BOX 5 HEADER DETAIL A100-3 SCALE: 11/2"=1'-0" TE: I"ERNATE SLIP TRACK CONNECTION DESIGNS MAY BE ACCEPTAB E BASED ON THE REQUIRI 31GN CRITERIA AND ARCHITECTURAL REVIEW AND APPROVAL DESIGN FOR A MINIMUM 1-1/ VEMENT. TAKE IN EFFECT CURRENT SNOW/ IVE LOADING AT TIME OF INSTA LATION WHIC Y EFFECT FINAL TOP OF STUD PLACEMENT. EXISTING ROOF STRUCTURE META RUNNER 3" MIN. LEGS) WALL MATERIAL ON METAL STUD NOT FASTENED TO RUNNER 1 1/2" CONTINUOUS COLD RO LED CHANNE ATERA BRACING WHEN WALLS ARE NOT SHEATHED EACH SIDE CONNECTION CLIP AT EACH STUD FOR METAL BRACE 12 TYPICAL SLIP TRACK DETAIL A100-3 SCALE: 3"=1'-0" A501 A502 22 NOT USED SCALE: EXISTI OR GII METAt 3" MIP WIRE TYPICAL GOING T( S IPTRA( 12/A502 PROVIDE AS REQU LIMIT DEI AT 5 PSF WHERE: EXTEND WIRE ME If i i EXIS EXIS HEAI 12-G BUIL 6 TYPICAL WALL DETAI A100-3 SCA E: 3/4"=1'-0" 3TENER MOULDING I "" MOULDING METALRUNN WALL MATERIAI (3" MIN. LEGS ON META STUD NOTFASTENED TO RUNNER W RE MESH- FASTENER 13 SLIPTRACKATJOIST 100-3 SCALE: 3"=1'-0" A501 CONTINUE DRYWALL AND STUDS TO DECK FOR WA LS BEHIND FLOATING BULKHEADS THAT SEPARATE PUBLIC SALES AREA FROM BACKROOM w! SLIPTRACK PER DETAIL 12/A502 BRACE AS REQUIRED ABOVE CEILWG TO LIMIT DEF ECTION OF WALL TO U360 AT 5 PSF PRESSURE ACP CEILING, SEE REFLECTED CEI ING PLAN FREEZER/COO ER PANEL SYSTEM -----.._,.,,,,` 1} AYER 112" GYPSUM BD. ON ONE SIDE OF 6" OR 3-5/8"x1 5/8", 20 GA. METAL STUDS @1'-4" O.C. ATTACHED TO COOLER/ FREEZER PANEL - REFER TO FLOOR P AN APPLY TILE OVER 1/2" MOISTURE RESISTANT GYPSUM BOARD AT FOOD PREP AREAS. (DASHED) --- APPLY FRP OVER 1/2" MOISTURE RESISTANT GYPSUM BOARD AT MEAT/PRODUCE RECIEVING AREA DASHED) --` REFRIG. WALL DETAIL A103 SCALE: 3/4"=1'-0" VERT. STUD FRAM'G. MAIN PLATFORM FRAM'G. LL NEW STUD HEADER ON THIS OF EXIST. FRAM'G. FROM END OF ORM TO EXIST. SUPPORTING WALL ND)- MATCH TO SIZE OF EXIST. ER. STUD FRAM'G. TO BE VED BE OW EXIST. STUD HEADER J THIS EDGE OF BUILT-UP MN W/ EXIST. WA L I'G. BEYOND 6" DB. 3 5(8" x 1 518" x 16-GA.— I I M 10 SCREWS @ 8" O.C., TYP. 16-GA. TRACK EA. SIDE 24 BUI T-UP COL. SECTION SCALE: 3"=1'-0" ASTENER L D SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.SC,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ US.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITTEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SHALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS AN60R ETAI S MUST BE SUBMITTED TO tHiS OFFICE FOR REVIEW BEFORE PROCEEQING W17H FABftICATiON. IIIIIiil1/!//// iD. M '%, C, G\ S t fRF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. 1 Iil d` t 3 tti1+i;t,'f}{ 5 . a;, 1424 W. Carmel Dr. Carmel, IN 46032 2015 STORE REMODEL revisions: drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 SECTIONS AND DETAILS Bid/Permit/ Construction Set 2-13-2015 FACE OF CASE/SHELVI I `--4"i"J PAINTED S r CONCRETE FIL 6"x6"x1/4" STL. PLAN VIEW AT CASE/SHELVING FACE OF WALL 6" 4"!2J PAINTED STL. PIPE CONCRETE FILLED, WE r 6"x6"x1l4" ST. P ATE PLAN VIEW AT INTERIOR WALL 4"PJ PAINTED STL. PIPE CONCRETE FIL ED, WELDED TO 6"x6"x1/4" STL. PLATE PLAN VIEW AT OVERHEAD DOORS CARTSTOP-REFER TO Q-SHEE CONCRETE 3/8" DIAME EXPANSIOP NOTE: PAINT AL STEE COMPONENTS OF RAIL SYSTEM "HAZARD YELLOW" PLAN VIEW PLAN VIEW AT INTERIOR DOORS J PAINTED STL. PIPE, CONCRETE FI LED, WE DED TO 6"x6"x1/4" STL. PLATE - PAINT "HAZARD YELLOW" 6"x6"x1/4" ST P ATE ANCHORED TO EXPA S/ION1BOLTS LONG FINISH FLOOR 100'-0" INTERIOR PIPE GUARD DETAI A100-3 SCALE: 1/2"=1'-0" REFER TO CIVL FOR EXTERIOR BUMP POST DETAIL AND LOCATIONS CART STOP s COOLER FLOOR RAIL DETAIL A100-3 SCALE: 11/2"=1'-0" EXTENT OF COLUMN FOUNDATION ISOLATION UNISTRUT SUPPORT SECURED TO POST --. SHADE CLOTH STRUCTURE TUBE COLUMN IRRIGATIO / LINES O PROVIDE UNISTRUT RUBBER ENDS CAPS, MODE NO. P2860-10 AS Q REQUIRED AT EACH END BY UNISTRUT SERVICE CO. 800-686-7303) OR APPROVED EQUAL 22 DETAIL A104 SCALE: 11/2"=1'-0" DETAI ONIY TO BE USED TO REPAIR OR EXTEND EXISTING ANGLE CONDITION FACE OF PANE -----""-" 2 1/2"x2 1/2"x 1/4" GALV STEEL ANGLE (UNLESS OTHERWISE NOTED), SET IN SEALANT WITH 3/8" DIAMETER EXPANSION BOLTS AT 4'-0" O.C. TYPICAL - CONCRETE SLAB ------- FREEZER/COOLE PANE GASKETE VINY F OOR Rl CHANNEL BY R.0 CdNTINUdUS SE SIDES BY REFRIc MATCH EXISTING TYP. U.N.O. M C8x11.5 CHANNEL COPE TO RADIUS OF STEEL PIPE AND WELD TOP AND BOTTOM FLANGES TO PIPE 4" DIAMETER STANDARD STEEL PIPE, CONCRETE FILLED C8x11.5 ASE PLATE-8"x8"x3/8" WITH c° 4)-112"Q1 x 3" ONG EXPANSION ` BOLTS j FINISH FLOOR a':. . . a.• 100_„ CONCRETE SLAB PROTECTION 2 BUMPER DETAI A100-3 SCALE: 1/2"=1'-0" d. . . a a a d . e ? . STEEL ANGLE STOP 9 AT DAIRY COOLER DOORS A100-3 SCALE: 11/2"=1'-0" TYPICAL COOLER/FREEZER 16 PANEL BASE DETAI A10? SCALE: 3"=1'-0" A503 INSTALL 3" X 48" CONC. FIL ED SURFACE MOUNTED PROTECTION BOLLARDS PRIMED AND COVERED WITH YELLOW POLYETHYLENE THERMOPLASTIC BUMPER POST SLEEVE BY IDEAL SHIELD, OR EQUA BOLLARDS TO BE MOUNTED FLUSH WITH OUTER EXTENT OF HOSE BIBBS JUST OUTSIDE COLUMN FOUNDATION ISOLATION IRRIGATION VA VES AND (3) HOSE BIBBS 6" I.D. SCH. 40 SLEEVE BELOW INSTALI 3" X 48" CONC. FILLED SURFACE MOUNTED PROTECTION BO LARDS PRIMED AND COVERED WITH YE LOW POLYETHYLENE THERMOPLASTIC BUMPER POST S EEVE BY IDEA SHIELD, OR EQUAL INUOUS SEALANT BY IG. CONTR. WHERE 3 IS OMITTED VE HORIZONTAL EG IANNEL WHERE CONC. OVE EL. 100'-0" a c c LASTIC COVER CAP LASTIC TUBING (B ACK} OVER 1 1/2" STEE PIPE i' DIA. BLACK RUBBER TIRES 3EA ANT AT INTERIOR RAILS CO vtATCH FLOOR FINISH - SEE `V 200M FINISN SCHEDULE T.O. CONC. SLAB 100'-0" 3 CART GUIDE POST DETAIL A100-3 SCALE: 1"=1'-0" DETAIL ON Y TO BE USED TO REPAIR OR EXTEND EXISTING ANGIE CONDITION NOTE: PROTECT FACE OF COOLER WALI PANEL FROM DAMAGE DURING CONCRETE PLACEMENT FACE OF PANEL ---....._ CONTINUOUS g^± SEALANT MATCH EXISTING RADIUS 3$„ CONCRETE CURB i c~i g v ¢ W a Q a d a e. 2 1/2"x2 1/2"x 1/4" GA V STEEL ANGLE (UNLESS OTHERWISE NOTED), SET IN SEALANT WITH 3/8" DIAMETER EXPANSION BOLTS AT 4'-0" O.C. TYPICAL CONC. FILLED STEEL ANGLE PRODUCE PREP o & MEAT PREP DETAIL A100-3 SCALE: 11/2"=1'-0" 7 NOT USED SCA E: N/A v C CC X M WW _ U wQ v " O - NEW OR EXIST. COLUMN - PAINT BASE SAME AS BUMPER ABOVE i. FLOOR LINE EXIST. CO UMN 11 CO UMN BUMPERS DETAIL A100-3 SCALE: 11/2"=1'-0" nFrni sipg EAL S BLAC;K) (JVER 1 1/2" Sl EEL PIPE 4 ENTRY RAI ELEVATION A100-3 SCA E: 1"=1'-0" A503 PI OT DRIL AND SCREW ATTACH HDPE INTO COLUMN FLANGES OR PROVIDE CLIP ANGLE FOR ATTACHMENT - TYP. WRAP TOP CHAIR RAIL ALL SIDES. BASE ONLY ON F ANGES OF W-SHAPED COLUMNS. WRAP ALL SIDES ON TUBE COLUMNS NOTE: FOR EXIST. NON TUBE COLUMNS INSTA L NEW HDPE TO MATCH EXIST. FOR BASE 1/2" H.D.P.E. pROTECTION ON NON TUBE SHAPES APP Y TO FLANGES ONLY AND OVER AP 1!8" AlL ENDS NOTE: REMOVE ANY WOOD NEW OR EXIST. BACKING ON EXISTING H.D.P.E. CO UMN COLUMN WRAPS. CLEAN AND PREP COLUMN FOR NEW H.D.P.E. CONTINUOUS SEALANT WHERE H.D.P.E. MEETS COLUMN - COLOR TO MATCH HDPE WRAP CHAIR RAIL AL SIDES 1/2" H.D.P.E. RADIUSED AT EXPOSED EDGES-FASTEN TO STEEL COLUMN WITH (2) GALVANIZED STEEL SCREWS PER FACE (COUNTER SINK) FREEZER WAL BEYOND REFER TO DET 16(A503 - 1(2" EXPANSION JOINT MATERIAL CUT EXCESS VAPOR BARRIER AT T.O. SLAB - CONC. SLAB ---., 1'-0" \ . ! 8" I. 8" a i. . .'d ' d •. '' d° • CV . ' 4 ' n a a e...a;a: V ' °G; a ae a . n - a q : ENTRY RAI, PLASTIC TUBING (BLACK) OVER 1 1/2" STEEI PIPE PANEL SEA ANT AT INTERIOR RAI S MATCH FLOOR FINISH, SEE ROOM FINISH SCHEDULE - SEALANT AT EXTERIOR TO MATCH CONC. T.O. CONC. SLAB 100'-0" 5 ENTRY RAIL SECTION A100-3 SCALE: 1"=1'-0" A503 CAULK TOP EDGE - COLOR TO MATCH HDPE 102'-10"-103'-0" FIELD VERIFY TO MATCH EXISTING 4" x 1/2" H.D.P.E. - RADIUS EXPOSED EDGES. PAINT EXPOSED SCREW HEADS TO MATCH PLASTIC LAMINATE ADHERED 1/2" FRT PLYWOOD v 12 DETAIL A-3 SCALE: 3"=1'-0" A501 A502 LINE OF WAL - SEE FLOOR P AN WHERE 4x2'-0" LONG SMOOTH OCCURS DOWELS AT 2'-0" O.C. GREASE ONE END 2x4 AND 2x6 P.T. EXISTING CONC. SLAB WOOD INSERT CONT. - 4x2'-0" IONG SMOOTH DOWE S AT 2'-0" O.C. GREASE ONE END — a . VINYL BASE; SEE FINISH SCHEDULE EXTEND PLASTIC AMINATE DOWN TO END OF PLYWOOD SCRAPE BEFORE ADHERING VINYL BASE FREEZER PANEL & FREEZER PANE BASE - I I REFER TO DET #16/A503 CUT EXCESS VAPOR CO CI SLAg T.O. SLAB 4 _ Q ' . ( a . . . . a' . a. PLASTIC TUBING (B ACK) OVER 1 1/2" STEE PIPE RAI NEOPRENE CONTINUOUS GASKET AT EACH SIDE POP RIVET KYDEX TO THE STEEL CHANNEL AT 8" O.C. USE GRAY POP RIVETS OR PAINT TO MATCH PANEL KYDEX .028" PANEL, COLOR DARK GRAY 52002 TEXTURE, P1 HAIRCELL G UE KYDEX TO INSULATION POLYSTYRENE RIGID INSULATION 6 ENTRY RAIL DETAIL A100-3 SCALE: 3"=1'-0" A503 CLEAN EXISTING SURFACE FROM ORIGINAL HIGHER CHAIR RAIL - FILL ALL HOLES WITH GROUT PRECAST CONCRETE WA L 1/2"x1" CONTINUOUS H.D.P.E. SPACER T_n_ Rt1MPFR 102'-10" -103'-0" FIEID VERIFY TO MATCH EXISTING 1/2" H.D.P.E. RADNS EXPOSED EDGES Y P ASTIC LAMINATE ON 1/2" FRT PIYWOOD ADHERED TO PRECAST WALL, HOLD 1/4" FROM FINISH FLOOR d VINYL BASE; SEE FINISH Q SCHEDU E Q EXTEND PLASTIC LAMINATE DOWN TO END OF PLYWOOD - SCRAPE BEFORE ADHERING VINYL BASE FLOORING - SEE A800 d 4 v 13 WAL DETAIL SCALE: 3"=1'-0" COO ER PANEL REFER TO DTL 16/A503 LINE OF WALL - SEE FLOOR PLAN WHERE OCCURS ` COOLER PANE BASE - SEE DTL 16lA503 5x2'-0" LONG SMOOTH DOWELS AT2'-0" O.C. NEW CONC. S AB EXISTING GREASE ONE END CONC. SLAB 6" EXTRUDED P.S. HEATER CdNDUIT - REFER RIGID INSU ATION TO MECH/ELEC. DRAWINGS 4"± g"t c6" EXTRUDED P.S. 10 MIL VAPOR BARRIER RIGID INSULATION NOTE: FIE D VERIFY AND EXTEND AS REQUIRED 10 MIL VAPOR BARRIER THIS PORTION OF CONCRETE SLAB SHALL INSULATION 2" PAST PANELS AT NOTE: EXISTINGBEPOUREDAFTERINSTALLATIONOFPROTECTALFREEZERSLABSFROM OCATIONS OF FREEZERS ADJACENT TO PROTECT ALL FREEZER SLABS FROM HEATER CONDUIT AND DOOR FRAME HEAVY CONSTRUCTION TRAFFIC CONC. SLAB EXISTING WALLS OR COOLER PANELS HEAVY CONSTRUCTION TRAFFIC EXTEND 1'-0" BEYOND EACH DOOR FRAME) FREEZER DOOR FREEZER TO BACK ROOM s CONC. S AB DETAIL 19 CONC. SLAB DETAIL A103 SCALE: 1"=1'-0" A103 SCALE: 1"=1'-0" a a 4 . . _ o-. ` a. ' a . . . a 4'e ' . 1/2" EXPANSION JOINT MATERIAL COOLER RENOVATION Zo CONC. S AB DETAIL A102 SCALE: 1"=1'-0" WALL TI E AS SCHEDULED — HARD RUBBER EXTRUSION - SOLID - FULL HEIGHT. CONCAVED TO MATCH CMU RADIUS S.S. CORNER GUARD w. COUNTERSUNK FASTENERS @ 24" O.C. - FUL HEIGHT OF WALL NG NG Q-SHEETS rvrc w r vivs r rc i37" OWNER 7 DETAI L PROVIDED GUARDS A100-3 SCAIE: 11/2"=1'-0" EXISTING DOOR FRAME TO REMAIN EXISTWG G AZED CMU \ WAL TO REMAIN WA L TILE AS SCHEDULED 3/8" M.R. GYP. HARD RUBBER EXTRUSION - SOLID - FULL HEIGHT. CONCAVED TO MATCH CMU S.S. CORNER GUARD @ NEW FINISHES TO EXISTING DOOR FRAME. BASIS OF DESIGN:SCHLUTER-QUADEC WALI FINISH AS SCHEDULED x'X C..... i WALL TO EMA ND CMU RADIUS S.S. CORNER GUARD @ NE — 3/8" M.R. GYP. FINISHES TO EXISTING DOOR FRAME. BASIS OF DESIGN: WALL TI E AS SCHLUTER-QUADEC TYP. RESTROOM DETAI @ 23 G AZED CMU END WALL A101-3 SCALE: 11/2"=1'-0" SCHEDULED TYP. DETAIL @ 24 EXISTING GLAZED CMU WALL A100-3 SCALE: 11l2"=1'-0" SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB snu.z iNc. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITTEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SHALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS AN60R ETAI S MUST BE SUBMITTED TO tHiS OFFICE FOR REVIEW BEFORE PROCEEQING W17H FABftICATiON. IIIIII l1/!///// D. M '%, C, G\ S t f RF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. 1 Iil t r z} ttitf t tt1',` t.,,.. 1424 W. Carmel Dr. Carmel, IN 46032 2015 STORE REMODEL revisions: drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 SECTIONS AND DETAILS Bid/Permit/ Construction Set 2-13-2015 REMARKS EGEND DO R SC EDULEACPCEILING - SEE S C H E N KE SHULTZREFEcrE cEiuN P aN — 1. DOOR PART OF CO D STORAGE/EQUIPMENT ENCLOSURE REFER TO REFRIGERATION PACKAGE. DOOR FRAME A R C H I T E C T U R E 2. STRIP DOOR PART OF CO D STORAGE/EQUIPMENT ENCLOSURE; REFER TO = 111 E Wayne Street1) LAYER 1/2" GYP. BD. EACH REFRIGERATION PACKAGE W J J SIDE 3 5/8° META STUDS 3. GA VANIZED INSULATED DOOR AND FRAME WITH WEATHER STRIP a m z ' Suite 555 4. UNDERCUT DOOR, 3/4" NO. DOOR SIZE ROOM - a - DOOR GLASS DETAi REMARKS Fort Wayne, IN 46802 2) $"X16 GA. HEADERS & 18 5. NOT uSE. voice 260-424-9080GA. STUDTRACK 01 EXISTING TO REMAIN MARKING & Q EX EX EX 9 EX EX N 2°X s° GRILLE 6. 2-0°x3-0" WHITE MINI B IND, FURNISHED AND INSTAL ED BY OWNER 8-0"x8-0" RECEIVING fax 260-424-1222 ALIGN TOP OF WINDOW FRAME VERIFY EXACT SIZE 7. NOT USED. AND TOP OF DOOR FRAME z°Xs° OPENING AND OCATION - SEE 8. SAFETY MAT AND TRIM - NEW O2 EXISTING TO REMAIN MARKING & Q EX EX EX 9 EX EX schenkelshuitz.com FORSAFE MECHANICAL 8-O XS-O RECEIVWG 1/4° TEMPERED GLASS 9. BREAKAWAY DOOR PANELS 10. HDPE PUSH PLATE ON PUSH SIDE OF DOOR / GATE. 03 EXISTING TO REMAIN MARKING & Q EX EX EX 9 EX EX CONFIDENTIALCOPYRIGHT2015SCHENKEL&SHULTZINC. s N SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION HOLLOW METAL FRAME w/ H-O XH-O RECEIVWG META STOPS - PAINT 11. CLOSER PURSUANTTOSEGTION1020FTHECOPYRIGHTACT,I U.SC,ALLCONCEPTS,IDEAS.OESI6NS.ARRANGEMEMS. LOCATE STOPS ON CASH 2-s° 2° s-o° 2° 2-0° 12. IMPACT DOOR, FRAME & ACCESSORIES AL BY REFRIGERATION CONTRACTOR 0 4 EXISTING TO REMAIN MARKING & Q EX EX EX 9 EX EX oRAW N S NOP ANS No TEooRREPRESENTEoeYTN Soo MENT E oPYR HTEOBYS NENKE«SN TZ 8''O„XH''O„ R E C E I V I N G INC AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY OFFICE SIDE 2'1 J. NOT USED. THISDOCUMENTAREOWNEDBYANDTHEPROPERIYOFSCHENKElSHUtiZANDWERECREATED,EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, 1/2" GYP. BD. ON 3 5!8" 1/4" TEMPERED GLASS OG EXISTING TO REMAIN MARKING & Q EX EX EX 9 EX EXMETALSTUDSINHOLOWMETALFRAME 14. NOT USED. SHUPTZWCRCORPORATIONfORANYPURPOSEWHAT50EVERWITHOUTTHEWRiiTcNPERMI5SI0NOFSCHENKELB CASH OFFICE COUNT ROOM 15. IMPACT DOOR FURNISHED BY OWNER 8'-0"x8'-0" RECEIVING PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS 6 5/8° - 16. REFER TO 8/A602 FOR ADDITIONAL DOOR DETAI S EXISTING TO REMAIN GROCERY " W°R"M E`°R"RE°"°R""ER°E°EMeER,',s9°,`A5 5`°R95YEAR5`R°MT"E°"E°`P°e`AT°"°FT"E N WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. PASS-THRU WINDOW - - 3/4° THICK HDPE DOOR WITH - 'I7. MAGNETIC CONTACT, SEE E ECTRICA 06 8'-0"x8'-0" BACKROOM Q EX EX EX 9 EX EX wARN,N, REPRoo T,oNNEREOF,SA R,M,NA aFFENSE NOERSE T,oN,aZOFT E o,rR,HTA T,,,s„8 WRAP 1/2" HDPE CONTINUOUS H WGE AND N usc sec eos uNnurHoeizeo oisaosuee Mnv eoNSTrzure renoe secaer MisnvPeoaeinrioN w vio nnoN oF 3/4° THICK HDPE DOOR wi 18. SECONDARY ALARM OCATED INSIDE STORE, 5EE ELECTRICAL z4-z-3,-, ET SEa. ANo oTHER A s THE aN EPTS, oEAs. oEs NS, AR,N EMENTS, oRA N S, ANo P Ns AROUND CASED PASS CONTINUOUS HINGE AND _ N MAGNETIC CATCH (MOUNT EXISTING TO REMAIN GROCERY oisc oseonaecoavRicH eonNOHeaeiNMnveePaTeN eooaee Hesue ecTOFPeNowcPnreN nPaucnnoN. THRU OPENING CORNER BEAD - DOOR ON CASH OFFICE SIDE) 19. WINDOW CONTACT; SEE ELECTRICAL O7 Q EX EX EX 9 EX EX ANroNev o AnN THe N,NTOFTH scoPYR HTPaoreor oNw eePaoSeeor oTOTHeF«exTeNTOFrHe MAGNETIC CATCH (MOUNT Z H-O XS-O BACKROOM FFoeRn sTnTe No ocnunws. TYPICA AT EACH SIDE DOOR ON CASH OFFICE SIDE) i 20. NOT USED wairreN oiMeNsioNs oN THese oocuMeNrs sHn« r{nve Peeceoe ce ovea scn oimeNsioNs coNrencToas EXI STI N G TO RE MAI N G ROCERY SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE 21. PUSH BUTTON DOOR RELEASE LOCATED IN CASH OFFICE. $ 6'-0"x8'-0" BACKROOM Q EX EX EX 9 EX EX N°T'F'E°°F^NY,'^T'°NFR°MTHE°'MENS'°NS^N°°°N°'T'°NSSH°WNBYTHESE°R^W'NGS SH°P°RAW'N S V AN OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. PASS-THRU WINDOW - WRAP - M 22. REPLACE IMPACT BUMPERS ON DOOR. j N ,,. 1/2" HDPE AROUND CASED SINGLE LAYER 1/2" HDPE O REMAIN23. NOT USED. EXISTING T GROCERY HOLLOW METAL FRAME OF AT HO LOW METAL FRAME O9 Q EX EX EX 9 EX EX HDPE SPACER H-O XH -O BACKROOM TO MATCH H.M. PASS THRU OPENING 24. KEYPAD ONLY FOR EPS SECURITY SYSTEM FRAME ABOVE v2" PLYWOOD SHIM N / 25. ELECTRIC STRIKE; SEE E ECTRICA EXISTING TO REMAIN GROCERY SPACE AS REQUIRED / O „ Q EX EX EX 9 EX EX 2 6. S E C O N D A R Y A L A R M, S E E E E C T R I C A 8- 0 x 8- 0 B A C K R O O M 0 27. DELAYED EGRESS, SEE E ECTRICA EXISTING TO REMAIN GROCERY Q EX EX EX 9 EX EX2) 3 5/8" METAL STUDS _ W, N - '-2" 28. NOT USED 8'-0"x8'-0" BACKROOM w 29. VERIFY ACTUAL ROUGH OPENING WITH DOOR SUPPLIER EXISTING TO REMAIN GROCERY 6 DETAIL 7 DETAIL _= Y `° 30. SWINGING DECORATIVE GATE 15-18/A604 12 8'-0"x8'-0° BACKROOM Q EX EX EX 9 EX EX A601 SCALE: 1 1/2°=-o° A601 SCA E: 1 1(2°=-o° o 31. NOT USED EXISTING TO REMAIN GROCERY LL (2) LAYERS HDPE AT $-O XS-O BACKROOM Q EX EX EX 9 EX EX w JAMBS OVER GYP. BOARD 2" 2" 32. NOT USED EXISTING TO REMAIN GROCERYM CLEAR 33. NOT USED 14 8'-0"x8'-0" BACKROOM Q EX EX EX 9 EX EX BASE-SEE FINISH SCHEDULE W 34. PROVIDE NEW DOOR HARDWARE FOR ROOM FUNCTIONBASE - SEE FINISH 100D (2) 3'-0 1l2"x7'-0 1/2" GROCERY SALES G POLY PFN SEE SPEC 9 EX EX SCHEDULE 35. NOT USED 36. NOT USED 100H 2) 3'-6"x7'-0"x1 3/4" SEASONAL SALES J AL PFN 1/4" CLEAR TEMPERED 9 EX EX 8, 34, 52 37. NOT USED 38. NOT USED. 100 EXISTING TO REMAIN HBC SALES J AL PFN 1/4" C EAR TEMPERED 9 EX EX 22, 41, 52, 55, 56 39. F.V. OPENING TO REP ACE EXISTING DOOR AND FRAME TO MATCH EXISTING 3'-7"x7'-0"x1 3/4" 40. ROM ORIG NAL DOOR TO NEIW ING FRAME. REINSTAL SALVAGED HARDWARE 100K 3X S 0 x10/ REMAIN HBC SALES J AL PFN 1!4" CLEAR TEMPERED 9 EX EX 22, 41, 52, 55, 56 5 SECTION 4 SECTION 41. REPLACE EXISTING DOOR THRESHOLD / SWEEP A601 SCA E: 3/4°=-o° A102 SCA E: 1/2°=-o° 42. REPLACE EXISTING DOOR SEALS/ SILENCERS 101A 12'-0"x7'-7 1/2" UNIT SIZE G. M. ENTRY K AL PFN 1/4" CLEAR TEMPERED 12 AL PFN 9, 17, 26 43. REPLACE EXISTING DOOR HINGES 44. REPLACE EXISTING DOOF2 CLOSEf2 101 B 12'-0"x7'-7 1/2" UNIT SIZE G. M. ENTRY K AL PFN 1/4" CLEAR TEMPERED 12 AL PFN 9, 17, 26 45. NOT USED. 46. EXISTING DE AY EGRESS EMERGENCY EXIT DEVICE TO REMAIN. O C 12'-0"x7'-7 1/2" UNIT SIZE G. M. ENTRY K AL PFN 1/4° CLEAR TEMPERED 12 AL PFN 9 7"-0" -U° iE_ i- 47. SANDB AST DOOR AND/OR FRAME TO REMOVE RUST AND REPAINT. O Q 12'-0"x7'-7 1/2" UNIT SIZE G. M. ENTRY K AL PFN 1/4" CLEAR TEMPERED 12 A PFN 9 48. NOT USED. EQ. 2, EQ, " EQ. " EQ. ' 2" EQ. 2„ EQ. 2„ 106 3'-0"x7'-0"x1 3/4" COUNT ROOM D HM PT 1/4" CLEAR TEMPERED 1 HM PT 10, 21 49. NOT USED. N N 107 3'-0"x7'-0"x1 3/4" CASH OFFICE D HM PT 1!4" CLEAR TEMPERED 4 HM PT 6, 10 N / d- 50. PROVIDE BID ALTERNATE FOR FU REP ACEMENT OF EXISTING DOORS, FRAMES Q$ 3'-0"x7'-0"x1 3/4" VAULT E HM PT 1/4" CLEAR TEMPERED 1 HM PT AND HARDWARE TO MATCM EXISTING IF CONDITION OF DOOR USED AS CONSTRUCTION STAGING ACCESS NOT ACCEPTABLE AFTER REMODEL. FIE D QQ 3'-0°x7'-0"x1 3/4° FOYER E HM PT 1l4" CLEAR TEMPERED 1 HM PT 11 N ___________________ — N . VERIFY ALL SIZES AND ACCESSORIES. 51. NOT USED. 3'-8°x7'-0"x1 3/4° EXIT CORRIDOR'A' A HM PT -- 1A HM PT 3, 11, 17, 18, 27 52. RECAU K EXISTING INTERIOR/EXTERIOR DOOR FRAME - REP ACE EXISTING 0 0 o THRESHOLD EXISTING TO REMAIN SERVICE OFFICE Q EX PT EX 9 EX PT r _ ,= _ = 53. NEW DELAYED EGRESS DEVICE TO REP ACE EXISTING PANIC HARDWARE 112 3'-0"x7'-0"x1 3/4" \i ii i cUn cvi vvi 54. NOT USED. \\`l . lu/ i i o = o = 0 55. WRAP DAMAGED MULLIONS IN STAIN ESS STEEL 113 3'-6"x7'-0"x1 3/4" BUI DING SERVICES E HM PT 1/4" CLEAR TEMPERED 1 HM PT 29 \.` C,; .•G S T fR•.' ' 56. REP ACE TRIM ON EXISTWG FLOOR SAFETY MAT(S) :'-' Fo' % w " "J 114 3'-0"x7'-0"x1 3/4" MENS TOILET ROOM A HM PT -- 1 HM PT 4, 11 : ; = 57. NOT USED. _ * ;• No. AR 10100148 .; * _ 58. NOT USED. 116 3'-0"x7'-0"x1 3/4" WOMENS TOILET q HM PT -- 1 HM PT 4, 11 ; STATE OF 59. VERIFY HEIGHT OF DUTCH DOOR FROM MANUFACTURER (NO INDUSTRY ROOM '• •' \ STANDARD . ASSUMED TO BE 39-43" A.F.F. VERIFY DISTANCE FROM DOOR ATCH g __ -',, '••:!Ho A P: ,,,' 3'-0"x7'-0"x1 3/4" FAMILY RESTROOM A HM PT 1 HM PT 4, 11 , CENTERLINE TO TOP MIN. 6 1/2" FOR CLEARANCE OF S.S. TOP SNELF ' 9 CH E ` 1 O 11 1 2 60. PROVIDE WALL STOPS FOR COOLER/FREEZER DOOR - IVES WS447 OR APPROVED 3'-0"x7'-0"x1 3/4" L.P. OFFICE/ E HM PT 1/4" CLEAR TEMPERED 1 HM PT /// \\!\ EQUAL MOUNTED NEAR TOP AND BOTTOM OF REFRIGERATION DOOR MONITOR 122A 12'-0"x7'-7 1/2" UNIT SIZE 24-HR. ENTRY K AL PFN 1!4" CLEAR TEMPERED 12 AL PFN 9, 17, 26 DOOR SIZE 2 / 22g 12'-0"x7'-7 1/2" UNIT SIZE 24-HR. ENTRY K AL PFN 1l4" CLEAR TEMPERED 12 AL PFN 9, 17, 26 N SEESCHED. ABBREVIf'1TIONS Z2C 12'-0"x7'-7 1/2" UNIT SIZE 24-HR. ENTRY K AL PFN 1/4" CLEAR TEMPERED 12 AL PFN 9 • w Y' St A ALUMINUM VG VISION GLASS ia° BENT PLATE EX EXISTING REF. REFRIGERATION 122D 12'-0"x7'-7 1/2" UNIT SIZE 24-HR. ENTRY K AL PFN 1/4° CLEAR TEMPERED 12 AL PFN 9 -- FRAME CLEAR OPENING FRAME EMBED FRA CLEAR OPEN GLAS GLASS SS STAINLESS STEEL SEE SCHED. 1-0° MIN. INTO SEE SCHED. gy HDPE HIGH DENSITY POLYETHY ENE ST STEE TEMPEREDCONCRETESLAB HM HOLLOW METAL TEMP TEMPERED Z4 3'-0 1/2°x7'-0 1!2" DELI PREP F PO Y PFN SEE SPEC 6 ST PT 15 IM INSULATED METAL WD WOOD PT PAWT TW TREATED WOOD Z5 5'-0"x7'-0" DELI COOLER M IM PFN - - IM PFN 1, 2, 60 PFN PREFINISHED (FACTORY FINISH) CL CLEARzwzwow FRESH PREP a a , - W P PLASTIC LAMINATE TIN TINTED Z6 3'-0"x7'-0" M IM PFN - - IM PFN 1, 2, 60 O p O p F ME C R OPE G N p T w w ------ - SG SPANDREL GLASS GALV GALVANIZED LER SEE SCHED. W EXISTWG w w TO REMAIN --- -------- -- -- 27 5'-0"x7'-0" CHICKEN COOLER M IM PFN - - IM PFN 1, 2, 60 U U u u u SLIDER STARBUCKS „ LL LL ¢ o D O O R S C E D.1 L E 28A 3'-6"x7'-0"x1 3/4" ENTRY L AL PFN 1/4 CLEAR TEMPERED 10 AL PFN 9, 17, 26 1288 STARBUCKS L AL PFN 1/4 CLEAR TEMPERED 11 AL PFN 9, 17, 26 4'-0"x7'-0"x1 3/4" ENTRYDOORFRAME 4 _ = 130 (2) 3'-0 1/2"x7'-0 1/2" BAKERY PREP G PO Y PFN SEE SPEC g EX EX 15 W W W Cn W J NO. DOOR SIZ ROOM DOOR GLASS DETAI REMARK 3Z 4'-0"x7'-0"x1 3/4" BAKERY FREEZER M IM PFN - - IM PFN 1, 2 2„ 2 2., 2„ 2„ 2„ 2" 2" 2" 2° 2" 2" BUILDING EXISTING TO REMAIN PROPERTY DOOR SIZE DOOR SIZE DOOR SIZE DOOR SIZE DOOR SIZE _ DOOR SIZE 163 3'-6"x7'-0"x1 3/4" A HM PT -- 9 EX PT 133 Q EX EX EX 9 EX EX SEE SCHED. SEE SCHEDU E SEE SCHEDULE SERVICES 2 3-O X7 -O' x1 3/4 SERVICESSEESCHED. N ,. SEE SCHEDU E N SEE SCHEDULE N J ----- 164A (2) 3'-0 1/2"x7'-0 1/2" EXIT CORRIDOR'B' G PO Y PFN SEE SPEC 9 EX EX 134A EXISTING TO REMAIN METER ROOM Q EX EX EX 9 EX EX3'-6"x7'-0"x1 3/4" REMOVABLE REMOVABLE EXISTING TO REMAIN 1348 EXISTING TO REMAIN nnu otv nnu otv 1648 (2) 3'-0"x7'-0"x1 3/4" EXIT CORRIDOR'B' Q EX EX 9 EX EX 3'-6"x7'-0"x1 314" METER ROOM Q EX EX EX 9 EX EX w w w w w w EXISTING TO REMAIN EXISTING TO REMAIN N o N o N o N o N o N o 164C 2 3'-6"x7'-0"x1 3/4" EXIT CORRIDOR'B' Q EX EX 9 EX EX 46, 52 135 BACKROOM Q EX EX EX 9 EX EX 46, 52 in w in w n w in w n w n w 3'-0°x7'-0°x1 3/4" c=i c=i c=i c=i czi EXISTING S IDER REMAIN EXISTING TO REMAIN ELECTRICAL o ' °o ' °o ' °o ' °o ' °o ` 164D EXIT CORRIDOR'B' Q EX EX 9 EX EX 136 Q EX EX EX 9 EX EX W W W W W o W 8'-0"x7'-0"x1 3/4" 3'-8"x7'-0"x1 3/4" ROOM EXISTING S IDER REMAIN 164E g_0"x7'-0"x1 3/4" EXIT CORRIDOR'B' Q EX EX 9 EX EX 137A 2} 3'-0 1/2"x7'-0 1/2" HOLDINGE G PO Y PFN SEE SPEC 9 EX EX EXISTING TO REMAIN TEAM CENTER Q EX PT 9 EX PT 1378 (2) 3'-0 1l2"x7'-0 1/2" PRODUCE ; PO Y PFN SEE SPEC 9 EX EX M E I J E R STO R E1653'-0"x7'-0"x13/4" HO DING 1 1 A 2 2A 3 3A ,16 EXISTING TO REMAIN LEARNING CENTER Q EX PT 9 EX PT 38 (2} 3'-0 1/2"x7'-0 1/2" PRODUCE PREP G PO Y PFN SEE SPEC 9 EX EX o3'-0"x7'-0"x1 3/4" sEE SEESCHEDULE 167 EXISTING TO REMAIN LEADERSHIP Q EX PT 9 EX PT SCHED. 3'-0°x7'-0"x1 3/4" OFFICE 13g 3'-0 1/2"x7'-0 1/2° FRESH ROOM F POLY PFN SEE SPEC 9 EX EX FRAME TYPES EXISTING TO REMAIN .P. EVIDENCE PRODUCE 3'-0"x7'-0"x1 3/4" Q EX PT 9 EX PT 2 3'-0 1/2"x7'-0 1/2" G PO Y PFN SEE SPEC 9 EX EX SCALE: 1/4" = 1'-0" IMPACT DOOR STORAGE O COOLER BUMPER ON INTERIOR MUTTON BAR M E IJ E R P ROJ ECT #. SIDE ON A L CART EXISTING TO REMAIN .P. EVIDENCE EXISTING TO REMAIN COMPRESSOR WHERE REQ 1708 Q EX PT 9 EX PT 141A Q EX EX EX 9 EX EX J 140878130STORAGEDOORS - \ \ BY MFR 3'-0"x7'-0"x1 3/4" STORAGE (2) 3'-6"x7'-0"x1 3/4" ROOM F.V. HEIGHT OF CART W w EXISTING TO REMAIN EXISTING TO REMAIN COMPRESSORPUSHHANDLESJJ 71 R.A.A. Q EX PT 9 EX PT 141 B Q EX EX EX 9 EX EX003'-0"x7'-0"x 1 3/4" 3'-0"x7'-0"x 1 3/4" ROO M w — w IMPACT DOOR c=i EXISTING TO REMAIN ICE CREAM BUMPERONPUSH T W W 172 3'-0"x7'-0"x1 3/4" STORE DIRECTOR Q EX PT 9 EX PT 142 5'-0"x7'-0" FREEZER M IM PFN - - IM PFN , 2 SIDE n EXISTING TO REMAIN EXISTING TO REMAIN 1424 W. Carmel Dr. 174 3'-0"x7'-0"x1 3/4" G.M. BACKROOM Q EX EX 9 EX EX 46, 52 144A 3'-0"x7'-0"x1 3/4" OFFICE Q EX EX EX 9 EX EX Carmel, IN 46032 EXISTING TO REMAIN GROCERYQN, Q T T T EXISTING TO REMAIN ELECTRONICS 3'-0"x7'-0"x1 3/4" BACKROOM Q EX EX 9 EX EX 145A 3'-6"x7'-0"x1 3/4" BACKROOM Q EX EX EX 9 EX EX 34, 52, 53 SEESCHEDULE 175A Q EX EX 9 EX EX 1456 Q EX EX EX 9 EX EX 2015 STORE REMODEL0oEXISTINGSLIDINGPART. ELECTRONICS EXISTING TO REMAIN GROCERY J K 5'-0°x7'-0"x1 3/4" BACKROOM (2) 3'-0"x2'-0" ± BACKROOM 177A 3'-0"x7'-0"x1 3/4" PHARMACY S AL PFN 1/4" C EAR TEMPERED 8 AL PFN 17 146 3'-0"x7'-0"x1 3/4" SEAFOOD M M p' _ _ IM PFN 1, 2 SEE O.H. COILING COOLER SCHED. GRILLE COILING DOOR MEAT/SEAFOOD 6"± 1776 PHARMACY H AL PFN -- AL PFN 17 147 (2) 3'-0 1/2"x7'-0 1/2" G PO Y PFN SEE SPEC 9 EX EX SEE SCHED. SEE SCHEDULE y SEE 6 NARROW SEE SCHEDULE $-6°X7-2° SERVICE 1"eVISIOiIS: TYP.) "' GLAZWG WCLUDED TO SCHED. LIGHT (TYPICAL) MATCH EXISTING _ 7IC 3'-0°x3'-3"x1 3/4" PHARMACY T HM PT 7 HM PT 16, 17, 59 148A 2) 2'-0 1/2"x7'-0 1/2" MEAT PREP G PO Y PFN SEE SPEC 9 EX EX 2-24-2015 ADDENDA #2 o 6 COILING DOOR __ 2 3'-0 1/2"x7'-0 1/2" MEAT PREP G PO Y PFN SEE SPEC 9 EX EX W W 6" W SIDEWHEREWDICATED + W W 177D PHARMACY H AL PFN AL PFN 17 1488 ) 3'-0"x6'-9" o J o W "' Q ON SCHEDULE A IGN w/ N o o 77E COILING DOOR PHARMACY H AL PFN -- AL PFN 17 149A (2} 3'-0 1/2"x7'-0 1/2" MEAT COO ER G PO Y PFN SEE SPEC 9 EX EX w Q w w W ADJACENT WAWSCOT T W W¢ 14-O X7-Z U = T = CART BUMPER = = U v U HA F LIGHT v v v a PHARMACY w w w w w 178A 3'-0"x7'-0"x1 3/4" S AL PFN 1/4" CLEAR TEMPERED 8 AL PFN 6 14gB 4'-6"x7'-0"x1 3!4" MEAT COOLER M IM PFN - - IM PFN , 2 w w HDPE PLATE ON w w w CONSULTATION PUSH SIDE ' ` ' PHARMACY WHERE INDICATED M 1788 3'-0"x7'-0"x1 3/4" CONSU TATION S AL PFN 1/4" CLEAR TEMPERED 8 AL PFN 17 149C 5'-0"x7'-0" MEAT COOLER M IM PFN - - IM PFN , 2 ON SCHEDULE IMPACTDOOR $Q 3'-0°x7'-0"x1 3/4° MEN'S TOILET A HM PT 9 EX PT 4, 11 150 5'-0°x7'-0°x1 3/4° MEAT FREEZER M IM PFN - - IM PFN 1, 2, 60 ROOMFIUSHFIUSHBUMPERWHERE INDICATED ON u WOMEN'S TOILET EXISTING TO REMAIN GROCERY _ A SCHEDULE E 182 3'-0"x7'-0"x1 3/4" ROOM A HM PT 9 EX PT 4, 11 151 3'-0"x7'-0"x1 3/4" BACKROOM Q EX EX EX 9 EX EX drawn: rl checked: 183 3'-0"x7'-0"x1 3/4" TELEPHONE/ DATA/ Q EX EX 9 EX EX 152 EXISTING TO REMAIN MARKING & Q EX EX EX 9 EX EX 46, 52 date: 2-13-2015 SEE SEE SCHEDULE SEE SCHEDULE SERVER 3-0 x7 -0 x1 314' RECEIVING comm. no.: 1401808 SCHED. SEE FROSTED FILM ON GLASS 184A 3'-0°x7'-0"x1 3/4" PASSAGE E HM PT 1!4" CLEAR TEMPERED 1 HM PT 153 (2) 3'-0 1/2"x7'-0 1/2" G.M. BACKROOM G PO Y PFN SEE SPEC 9 EX EX SEE SCHEDULE SCHED. AT PHARMACY AND EDULE PHaRnnacvcoNsu T. EXISTING TO REMAIN 1848 (2) 3'-6"x7'-0"x1 3/4" PASSAGE Q EX PT 9 EX PT 47 154A 5'-0"x7'-0"x1 3/4" DAIRY COOLER M IM PFN - - IM PFN , 2 GLAZING NOT USED DUTCH DOOR (LOWER EXISTING TO REMAIN INCLUDED T T INSULATED LEAFONLY) 185 3'-O X7-O X'I 3 4 ELECTRICA Q EX EX 9 EX EX WITH DOOR ? ? = COOLER OR \ W W/ SHE F DECORATIVE GATE 1548 5'-0"x7'-0"x1 3/4" DAIRY COOLER M IM PFN - - M PFN 2 DOOR SCHEDULE FREEZER DOOR o GLAZING o 1 N = sEE 186A (2} 4'-0"x6'-0" GARDEN CENTER 30 156A (2) 3'-0 1/2"x7'-0 1/2" EXIT CORRIDOR'C G PO Y PFN SEE SPEC 9 EX EX AN D DETAI SWCUDED = W I V p SCHED. U v , = p EXISTING p r w cn WITH DOOR v, = DOORTO = = DECORATIVE GATE EXISTING TO REMAIN W W 1866 GARDEN CENTER 10, 18, 30 1566 EXIT CORRIDOR'C' Q EX EX EX 9 EX EX 46, 52 w w W REMAIN v , (2) 4'-0"x10'-0" (2) 3'-6'x7'-0"x1 3/4" n w w 6 6± DECORATIVE GATE O 186C (2} 4'-0"x10'-0" GARDEN CENTER 30 15$ (2} 3'-0 1/2"x7'-0 1/2" CORRIDOR G POLY PFN SEE SPEC 9 EX EX 15 T T W 186D DE4 ORx10IV E GATE GARDEN CENTER 30 159 3'-0"x7'-0"x1 3/4" MEN'S TOILET q HM PT -- 9 EX PT 4, 11 NOT USED W ROOM DECORATIVE GATE WOMEN'S TOILET FLUSH 186E (2 4'-0"x10'-0" GARDEN CENTER 10, 18, 30 160 3'-0"x7'-0"x1 3/4" ROOM A HM PT -- 9 EX PT 4, 11 FG L NARROW DOOR TYPES M P Q R LIGHT S' T 186F ECORATIVE GATE GARDEN CENTER 30 12) 4'-0 x10'-0" SCALE: 1/4° _ -o° 187 4'-0"x7'-0"x1 3/4" FIXTURE STG F PO Y PFN SEE SPEC 9 EX EX 15 Bid/Permit/ Construction Set 2-13-2015 LAN YPES TYPICA DOOR 4 LOCATION P AN A601 SCA E: 19(2"=1'-0" SEE PLAN A N HEAD 1/2" GYP. BD. OR P YWOOD ON METAL STUDS SEA ANT EACH SIDE CONTINUOUS I:Z Zi7:»:7\1 DOOR; SEE SCHEDULE H.M. DOOR FRAME STUD ANCHOR; 3) PER JAMB W J W n Q } JAMB 1' 1/2" GYP. BD. OR P YWOOD ON METAL STUDS SEA ANT EACH SIDE CONTINUOUS 5 DETAIL A601 SCALE: 11/2"=1'-0" WIRE MESH V SEE PLAN a 1/2" GYP. BD. ON METALSTUDS SEALANT THIS SIDE CONTINUOUS H.M. DOOR FRAME DOOR; HEAD SEE SCHEDU E H.M. DOOR FRAME STUD ANCHOR; 3) PER JAMB 1/2" PLYWOOD ON METAL STUDS TO 4'-0' OR 8'-0" AFF; WIRE MESH ABOVE W J WQ JAMB 1/2" GYP. BD. ON METALSTUDS SEALANT EACH SIDE CONTINUOUS 6 DETAIL A601 SCALE: 11/2"=1'-0" 3" 1" MIN. V RI PLAN A 0 6" STUD AT SINGLE WALL INSTA LATION - 3 5/8" STUDS AT MULTI-STUD BULKHEAD ROLLING GRI L 1/2" GYPSUM BOARD ON META STUDS Y8- GYP. BD. CORNER BEAD HEAD ROLLING GRILL GUIDE 2x4 OR 2x6 WOOD BLOCKING AS REQUIRED, FASTEN TO DOUBLE STUD J cn i JAMB "—2) DOUBLE, 16 GA. METAL STUDS 6" STUD AT SING E WA L INSTALLATION - 3 5/8" STUDS AT MULTI-STUD BULKHEAD 1/2" GYP. BD. ON META STUDS 7 DETAIL A601 SCALE: 19(2"=1'-0" SHELF HEIGHT 3'-3" V M N ROLLWG GRILL SENSOR DEVICE BY SECURITY CONTR. OF HARDWARE VERIFY w/MANUFACTURER ROLLING GRILL UNIT 6" N 2„ 2) SHELF SUPPORTS EG2UAL Y SPACED 18 GAGE STAINLESS STEE SHELF FASTENED TO DOOR TOP - BRUSHED FINISH OWER LEAF OF DUTCH DOOR 19 DUTCH DOOR SHELF DETAIL 6 2 SCA E: 3"=1'-0" M v m VARIES SEE PLAN 6" STUD AT SINGLE WALL INSTAL ATION - 3 5/8" STUDS AT MULTI-STUD BULKHEAD COILING GRILL GUIDE 1/2" GYPSUM BOARD ON METALSTUDS COILWG GRILL GUIDE HEHU SHELF ATOP DUTCH DOOR BELOW BEVELED TO ACCOMMODATE DOOR SWING COILING GRILL GUIDE CO 2x4 OR 2x6 WOOD BLOCKING AS REQUIRED, FASTEN TO DOUBLE STUD J U% a Q> qso AMg (2) DOUBLE, 14GA. METAL STUDS SEE DETAIL 20/A602 1/2" GYP. BD. ON FOR STAINIESS STEEL METAL STUDS SHELF DIMENSIONS H.M. DOOR FRAME BELOW s DETAIL A601 SCA E: 19(2"=1'-0" NOTE: STRIKE SIDE MIRROR IMAGE DOOR WIDTH LOWER LEAF OF COILING DOOR DUTCH DOOR — & TRACK — 18 GAGE STAINLESS STEEL SHELF FASTENED TO DOOR TOP - BRUSHED FINISH CAP TOP OF H.M. FRAME 3/4" ' 2o DUTCH DOOR SHELF DETAIL A602 SCA E: 3"=1'-0" 3/8„ 5/8" SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. 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Carmel Dr. Carmel, IN 46032 2015 STORE REMODEL revisions: drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 DETAILS Bid/Permit/ Construction Set 2-13-2015 TOILET ROOMS BASE DETAIL A101-3 SCALE: 6"=1'-0" A603 TILE FINISH 3 OUTSIDE CORNER A603 SCALE: 6"=1'-0" REFER TO A800 SERIES SHEETS FOR ADDITIONA FLOORING DETAILS META STUD FRAMING 1/2" MOISTURE RESISTANT GYP. BOARD HOLD 1/4" FROM FINISH FLOOR CERAMIC WA L TILE SATIN ANODIZED A UMINUM TRIM WITH 1/4" EXPOSURE, BY SCHLUTER, DECO-AE RESINOUS FLOORING SYSTEM OVER F EXIBLE VINYL BASE MOLDING w/ 1" RADIUSED QUICK SEAL BOTTOM EDGE RADIUS COVE META STUD FRAMING 1/2" MOISTURE RESISTANT GYP. BOARD HOLD 1/4" FROM FINISH FLOOR CERAMIC WALL TILE 2"x2" 20 GA. STAINLESS STEELCORNER GUARD COVED BASE TILE - MITER TILE FOR CORNER NON PUBLIC SIDE OF WALL OR DOOR FRAME OPENING VINYL FLOOR TILE, WALK-OFF CARPET OR RESINOUS FLOOR ALUMINUM TRANSITION STRIP FASTEN TO FLOOR WITH COUNTER SUNK F AT HEAD STAINLESS STEEL ANCHORS AT 8" O.C. STAGGERED STAINLESS STEEL 4 TRANSITION STRIP DETAI A603 SCALE: 3"=1'-0" CARPET TO 5 VINYL DETAIL A603 SCALE: 6°=-o° 1/4" WALK OFF MAT 6 TO VINY DETAIL A603 SCALE: 6"=1'-0" V.C.T. VINYL REDUCER STRIP CARPET-SEEF OOR FINISH PLAN VCT - SEE A800 NEW CARPET TRIM SET IN SEALANT OVER VCT WA K OFF MAT 2"x1/8" STAINLESS STEEL TRANSITION STRIP; FASTEN TO F OOR WITN COUNTER SUNK F AT HEAD STAIN ESS STEEL ANCHORS @ 8" O.C. STAGGERED VINYL FLOOR TILE -- 2 FLOORING TERMINATION/ TRANSITION STRIP 7 DETAI AB SCALE: 3"=1'-0" A803 FINIS KEY FLOOR FINISNES FINISH DESCRIPTION SPECIFICATION LOCATION COMMENTS FT101 WHITE VCT TILE ARMSTRONG / STANDARD TYPICAL FLOORING MEIJER PROCURED EXCELON / 51803 PEAR WHITE (GENERAL FIELD AND PRODUCT ACCENT CO ORS) [101,072 SF] FT102 CREAM VCT TILE ARMSTRONG / STANDARD TYPICAL FLOORING MEIJER PROCURED EXCE ON / 51804 EARTHSTONE (GENERAL FIELD AND PRODUCT GREIGE ACCENT CO ORS) [4,248 SF] FT103 BROWN VCT TILE ARM TRONG / TANDARD TYPICAL FLOORING MEIJER PROC REDSSU EXCE ON / 51868 SMOKEY (GENERAL FIELD AND PRODUCT BROWN ACCENT CO ORS) [5,076 SF] FT104 LUXURY VINYL ARMSTRONG / NATURA SOFTLINES SALES MEIJER PROCURED F OORING -FIE D CREATIONS / WEATHERED OAK PRODUCT MEDIUM ARBOR ART TP027 8"x36" [38,840 SF] FT107 NONSLIP FLOORING ARMSTRONG SAFETY ZONE #57000 PERISHAB ES & MEIJER PROCURED EARTH STONE PETS DEPTS. [257 SF] FT117 NONSLIP FLOORING/ AZROCK / CO OR ESSENCE ! CE-120 FLORA MEIJER PROCURED VINY ENHANCED TILE SNUGG E UP. 1"x1" SQUARES [856 SF] FT111 RESIN F OORING SI IKA - 61 CQ (COLOR QUARTZ PUBLIC RESTROOMS, R.R. W/ 4" INTEGRA BLEND #3) OR DUR-A-FLEX DELI, BAKERY, MEAT BASE PER 1/A603 CRYL-A-QUARTZ (COLOR Q11-21) AND SEAFOOD PREP CP101 CARPET INTERFACE / SEWN UP / 5575 BASTED PHARMACY AND MEIJER PROCURED STORE DIRECTOR PRODUCT 1150 SF / 128 SY] CP102 CARPET TILE PORTICO SYSTEMS/ DIP OMAT/ 24 HR AND GM ENTRY, 1-877-285-8899/ALT. SMOKE TEAM MEMBER ENTRY PATTERN EACH TI E PERIMETER ALUM. TRIM FROM MATS INC., #ALSMR2 CN101 SEAL CONCRETE MEADOWS NEWLY EXPOSED SEE NOTE 21 CONCRETE CN102 CURING AND AGGREGETE HARDENING SEE NOTE 21 CONCRETE MA101 WALK OFF MAT PORTICO SYSTEMS/ PREMIERE GRID/ 24 HR AND GM AND 1-877-285-8899 USE CHARCOA BOTTLE RETURN PERIMETER ALUM. ENTRIES TRIM FROM MATS INC., #ALSMR2 PLASTIC LAMINATE FINISHES PL109 GRAY/BROWN PIONITE / SG228 / SUEDE / SLATE GENERAL 1-800-746-6483 AMINATE WAINSCOTTING PL110 - PIONITE SUEDE SG210 GREIGE WA TI E FINISHES WT101 CREAM TILE DALTILE ! SEMI-GLOSS / MODERN BAKERY PREP, BAKERY 1-800-933-8453 DIMENSIONS 0190 "ARTIC WHITE" / BACK WALL, DELI PREP COVED BASE TI E 4 114" x 8 112" AND WAREWASH SEE 2/A603 WT102 BROWN TILE DALTILE ! SEM-GLOSS / MODERN DELI PREP, MEAT AND 1-800-933-8453 DIMENSIONS 0144 "ARTISAN BROWN" / SEAFOOD 4 114" x 8 112" WT103 TAN TILE DALTILE / SEMI-GLOSS / MODERN BAKERY 1-800-933-8453 DIMENSIONS 0161 "URBAN PUTTY" i 4 1/4" x 8 1/2" WT109 GREY TI E DALTILE / SEMI-GLOSS / MODERN MEN'S, WOMEN'S AND 1-800-933-8453 DIMENSIONS 0109 "ARCHITECTUAL UN SEX RESTROOMS - RESINIOUS BASE GREY" l4 1!4" x 12 3l4" INSTALL TILE STACKED PER 1/A603 ACOUSTICAL CEILING PANELS ACP-1 NON-DIRECTIONA SEE SPECIFICATION SEE ROOM FINISH FISSURED, 24x48 WNITE SCHEDULE ACP-2 VINYL FACED SEE SPECIFICATION SEE ROOM FINISH USDA APPROVED NON-PERFORATED, SCHEDULE WASHABLE 24x48 WNITE MISCEL ANEOUS FINISHES MT101 STAINLESS STEEL 20 GA BRUSHED DE I PREP WALLS AT STAINLESS STEEL HOOD BP101 NDPE MIL WORK PIEDMOUNT PLASTICS M L WORK AND MOUNT AT 2'-10" PLASTIC BUMPER COLOR #50 WAINSCOTTING DETAIL ABOVE FINISH FLOOR TO TOP OF HDPE BUMPER BP102 HDPE MILLWORK PIEDMOUNT PLASTICS PHARMACY MOUNT AT 2'-10" P ASTIC BUMPER COLOR #75 ABOVE FINISH FLOOR TO TOP OF HDPE BUMPER VB101 4" H VINYL BASE JOHNSONITE / BURNT A PERIMETER WAL S 1-800-899-8916 UMBER CB63 AS REQUIRED VB102 4" H V NYL BASE JOHNSONITE / 283 TOAST PHARMACY 1-800-899-8916 FP101 FRP PANEL NUDO PRODUCTS, INC. DELI PREP AREA AND 1-800-826-4132 FIBER-LITE LINER PANEL, WHITE #50, BUI DING SERVICES SMOOTH LP-59 CG101 NOT IN USE B101 NOT IN USE FB101 THIN BRICK BE DON: SIENNA BLEND VELOUR, GM ENTRY / THIN BRICK 24-HOUR ENTRY PAI N_T F_I I S_ E_5-------- --------- --------- --------- ------------------ FINISH DESCRIPTION SPECIFICATION LOCATION COMMENTS PT101 WHITE PAINT BENJAMIN MOORE / OG27 / CEILING COLOR DRYFA L ACRYLIC BA BOA MIST (WHITE) EGGSHE FOR CEILING STRUCTURE AND DECK 1-800-635-5147 SEE NOTE 10 PT102 BEIGE PAINT SHERWIN WILLIAMS / SW6143 GENERA WA COLOR ACRYLIC ENAME LOW BASKET BEIGE' AND SERVICE AREA LUSTER EGGSHELL WALLS, COLUMNS AND FOR THE WALLS, EXPOSED PIPE/ DRYFA L ACRYLIC REFRIGERATIONS EGGSHE FOR SLEEVES COLUMNS,EPDXY PAINT FOR FOOD PREP AREAS 1-800-635-5147 PT103 DARK BLUE PAINT SHERWIN WILLIAMS / SW6965 BLUE WA L COLOR ACRYLIC ENAME LOW HYPER BLUE AND DEPT SIGN TEXT LUSTER EGGSHELL ON SIGNBAND, FLAT ON MAIN CONCOURSE WA SURFACES 1-800-382-6567 PT107 BROWN PAINT BENJAMIN MOORE / 2114-10 ! DE I, BAKERY, MEAT & ACRYLIC ENAME LOW BITTERSWEET CHOCOLATE SEAFOOD PHARMACY LUSTER EGGSHE L BULKEAD TRIM AND 1-800-635-5147 PERIMETER SALES F OOR BAND PT111 GRAY PAINT BENJAMIN MOORE / HG108 / PAINT FOR METAL ACRYLIC ENAMEL SANQY HOOK GRAY DOORS & FRAMES SEMI-GLOSS 1-800-635-5147 PT111A GRAY PAINT BENJAMIN MOORE / HC-108 / GYP. BD. BULKMEAD ACRYLIC ATEX SATIN SANDY HOOK GRAY FEATURE 1-800-635-5147 PT122 BEIGE PAINT SHERWIN WILLIAMS / SW6143 BACK OF STORE ACRYLIC ENAME LOW BASKET BEIGE' LUSTER EGGSHELL 1-800-635-5147 ROOM FINIS SC EDU E F OORS WA FINISH CEILINGS z z W 2 2 2 H W W = _ f- W Q Z - U' Z ROOM NAME m °m ¢W ° = FINISH NOTESw 77 PHARMACY PT122 PT122 PT122 PT122 2, 11, 17, 22 CP101 VB101 BP102 BP102 BP102 BP102 ACP ACP-1 P 11 P 11 PL11 P 11 PT122 PT122 PT122 PT122 2, 4, 11 7$ PHARMACY CONSULTATION FT101 VB101 BP101 BP101 BP101 BP101 ACP ACP-1 P 1 PL109 PL109 PL109 PT122 PT122 PT122 2, 3, 4, 17 179 PHARMACY WAITING VARIES VB101 -- BP101 BP101 BP101 VARIES VARIES PL109 PL109 PL109 Q MEN'S TOILET ROOM FT111 FT111 WT109 WT109 WT109 WT109 ACP ACP-2 2, 11, 18, 29 PT PT PT PT 2, 4, 17 181 TOILET ROOM ALCOVE FT111 FT111 gP o PL109 PL109 PP109 ACP ACP-1 182 WOMEN'S TOILET ROOM FT111 FT111 WT109 WT109 WT109 WT109 ACP ACP-2 2, 11, 18, 29 183 TELEPHONE/ DATA/ SERVER -- -- PT122 PT122 PT122 PT122 EXIST EXIST 2, 4, 17, 30 2, 4, 17 184 PASSAGE FT101 VB101 PT122 PT122 PT122 PT122 ACP ACP-1 185 ELECTRICAL EXPST -- 20 186 GARDEN CENTER - EXPST PT101 13, 27 FIXTURE STG EXPST -- 2 ACP ONC SLR CP EXP T FT PST FV G LAZ GYP BD MAi PT PE PI N P RBWD RF VCT VWC WP ACOUSTICAL CEILING PANEL ALUMINUM CONCRETE SEALER CARPET EXISTING EXPOSED EXPOSED STEEL FIRE TREATED FIELD VERIFY G AZING GYPSUM BOARD HOLLOW METAL WALK-OFF MAT METAL PANEL PAINT EPDXY PAINT PREFINISHED FACTORY) INDUSTRIAL FI ISH PLASTIC PLYWOOD RUBBER RESILIENT FLOOR SHEET VINYL VINYL BASE VINYL COMPOSITION TILE VINYL WALL COVERING WALL PANE INDICATES NO ACTION OR NOT APP ICAB E FINISH GENERAL NOTES A. REFER TO A201 FOR REMODEL SPECIFIC EXTERIOR FINISHES INCLUDING BUT NOT LIMITED TO PAINTING, EIFS, MASONRY, PRECAST PANELS, META PANE SYSTEMS, METAL ROOFING SYSTEMS AND OTHER MATERIALS. B. PAINT ALL NEW OR EXISTING HM DOORS AND FRAMES EXPOSED TO PUB IC VIEW OR IN STORE ADMIN./BREAKROOM/TEAM CENTER AREAS PT111 U.N.O. C. PAINT ANY EXPOSED PRECAST CONCRETE SURFACES IN SA ES AREA. PROVIDE (2) COATS OF BLOCK FIL ER PRIMER TO FILL VOIDS AND REDUCE 'CRATER MARKS'. D. PAINT ALL NEW AND EXISTING STEEL BO ARDS, RAILINGS AND POSTS IN BACKROOM AREAS 'HAZARD' YELLOW - EXCEPT DO NOT PAWT HORIZ. HIGHWAY GUARD RAI STYLE IMPACT PROTECTION. E. VINY BASE TO BE PUT ON ALL PERIMETER WALL SURFACES IN SA ES. F. FOR ALL CERAMIC TILE BASE INSTALLATIONS MITER CUT BASE TILES FOR INSIDE AND OUTSIDE 90° OR 135° CORNERS. DO NOT CUT F AT AND FILL VOID WITH GROUT OR CAULK. G. VERIFY WITH ARCHITECT ON ANY INTERIOR SURFACE NOT SPECIFICALLY TAGGED AND INSTALLER IS UNSURE OF DESIGN INTENT. H. ADD CN102 CURING SEALING COMPOUND ON ALL REAR EXPOSED CONCRETE AREAS WHICH HAVE CUT AND PATCH REPLACEMENTS. I. NOT USED J. REFER TO DETAIL 41A603 FOR TRANSITION OF SALES FLOOR VCT TO EXPOSED CONCRETE. REFER TO DETAIL 6/A603 FOR TRANSITION OF ENTRY WALKOFF MATS TO SALES FLOOR VCT. K. PAINT ALL NEW OR EXISTING GRI LES IN WA L SURFACE CALLED OUT TO BE PAINTED. MATCH WALL COLOR(S). REFER TO MECHANICAL FOR REMOVAL, CLEANING AND REINSTAL ATION OF SELECTED GRILLES BY M.C. FINISH KEY NOTES 1. REFER TO 1/A604 FOR WALL TI E PATTERN. 2. REFER TO A701 REFLECTIVE CEILING PLAN FOR CEILING HEIGHT. 3. REFER TO A301 AND A302 BUI DING SECTIONS FOR WALL FINISHES. 4. REFER TO A800 SERIES FLOOR FINISH PLANS FOR FLOOR FINISHES. 5. PAINT ENTIRE CEILING STRUCTURE, DECK AND COLUMNS IN SALES AND AT ENTRIES PT102 -DRYFALL PAINT -2 COATS ON BAR JOISTS OVER FACTORY PRIMER, 1 COAT ON DECK OVER FACTORY PRIMER 6. PAINT ONLY NEWLY EXPOSED ROOF CONSTRUCTION TO MATCH EXISTING COLOR. 7. REFER TO REFRIGERATION PACKAGE FOR FINISHES 8. EXPOSED STRUCTURE UNFINISHED 9. NOT USED 10. PAINT ALL EXPOSED COLUMNS AND COLUMN WRAPS IN SALES/PUBLIC SPACES PT102 UP TO BOTTOM OF LOWEST ROOF STRUCTURE GIRDER 11. FURNISH AND WSTALL ACP CEILING HOLD DOWN CLIPS 12. REFER TO A100 SERIES PLANS FOR WA K-OFF MATS AND ADDITIONAL INFORMATION 13. PAINT EMERGENCY EGRESS STRIPING ON FLOOR "HAZARD YE OW" - STRIPES 4" WIDE, SPACED 12" OR MATCH EXISTING 14. NOT USED 15. PAINT ALL EXISTING EXPOSED REFRIGERATION PANELS IN SERVICE AREAS AND DAIRY COOLER NOT COVERED BY WALL TILE PT102, U.N.O. NEW PANELS TO BE LEFT AS COLOR INSTA LED 16. NOT USED 17. REFER TO A100 AND A300 SERIES FOR EXTENT OF WALL FINISHES 18. REFER TO DETAIL1/A603 FOR INTEGRAL COVE BASE W/ EPDXY 19. REFER TO DETAIL 2/A603 FOR CERAMIC TILE COVE BASE 20. NO ACTION IN THIS SPACE, OTHER THAN ITEMS IN "GENERAL NOTES" 21. THIS IS THE FINISHED FLOOR SURFACE, GENERAL CONTRACTOR TO PROTECT SURFACE FROM STAINING OR DAMAGE TO END OF PROJECT. 22. REFER TO DETAIL 3/A603 FOR CARPET TO VCT TRANSITION 23. NOT USED 24. NOT USED 25. SCRATCH EXISTING TILE TO RECEIVE NEW RESINOUS FLOORING AND UNDERLAYMENT 26. NOT USED 27. CLEAN, PREP AND REPAINT ALL EXPOSED GARDEN CENTER CANOPY STRUCTURE, DECK, BACKSIDE OF FASCIA AND SOFFIT TO MATCH ORIGINA WHITE 28. EXISTING RESTROOMS -REFRESH TO INC UDE -FILL A L HO ES IN GROUT/TI E, CLEAN AND RESEAL ALL FLOOR AND WALL GROUT, SECURE LOOSE PARTITION ANCHORS AND PAINT ALL DRYWAL SURFACES PT102, RE-CAU K AL PLUMBING FIXTURES AND WALL MOUNTED EQUIPMENT. PATCH CEILING FROM RELOCATED LIGHT FIXTURES & PAINT BOTH SIDES OF DOORS AND FRAMES. ADD VERTICAL 18" GRAB BAR IN HCP STALLS AND RELOCATE TP UNIT TO UNDER HORIZ. BAR. REFER TO A604 MOUNTING HEIGHTS 29. REPLACE EXISTING BABY CHANGING STATION TO NEW SPEC. REFER TO Q-SHEETS 30. PATCH, REPAIR AND EXTEND EXISTING ACP CEILING TO NEW WALLS OR BULKHEADS 31. NOT USED 32. NOT USED 33. PROVIDE BIRD NETTING AT BOTTOM OF GARDEN CENTER CANOPY FASCIA TO EXTERIOR WA L W/ ZIPPER OPENING FOR ACCESS TO LIGHTS AND ANY PLUMBING/F.P. VA VES AND FULL LENGTH ZIPPERS FOR NEW OR RELOCATED SEASONA TARP ENCLOSURES 34. NOT USED 35. PAINT NEW ROOF DECK PATCHES TO MATCH EXISTWG. TOUCH-UP PAINT FROM REMOVA OF ROOF STRUCTURE ABANDONED HANGERS, UNISTRUT, CLAMPS, ETC. 36. PROVIDE VINY BASE V6101 AT A MEIJER PROVIDED MILLWORK INC UDWG ALL SERVICE AREAS AND FREE STANDING MERCHANDISE UNITS. REFER TO MEIJER Q-SHEETS AND SEPARATE MILLWORK PACKAGE TO COORDINATE VARIOUS HEIGHTS 37. 4" HDPE TRIM ON 3 SIDES AND FLOOR BASE AROUND ALL BOTTLE RETURN MACHINE OPENINGS. FZEMAINING WALLS TO HAVE HDPE CHAIR RAI AND 4" VINYL BASE 38. NOT USED 39. PAINT BOTH SIDES OF EXISTING DOOR TO REMAIN. 40. AT LOCATION OF NEW FREEZER/COOLER INSTAL ATION ON EXISTWG CONCRETE S ABS GRIND SURFACE TO REDUCE IMPERFECTIONS, REP ACE ANY JOINT FILLER MATERIAL AND APPLY NEW CONCRETE SEALER. 41. REFRESH TO INCLUDE FIL A HO ES IN GLAZED BLOCK, BASE AND GROUT. CLEAN AND RESEAL AL WA GROUT. 42. EXISTING LENEAR METAL CEILING TO REMAIN - REMOVE AND REINSTALL AS REQUIRED FOR NEW CONSTRUCTION AND REPAIR AND/OR REP ACE OOSE AND BENT METAL PANS 43. REMOVE EXISTWG WALL COVERING, REPAIR GYP. BD. WA L SURFACE AND PREP FOR PAINTING ROOM FINI HED LESSCU FLOORS WA FINISH CEILINGS z z W = _ S W W = _ cjj (Yj I-W Q Z U' Z ROOM NAME m °m W ° = FINISH NOTES 100A CHECKOUTS VARIES VB101 -- -- VARIES -- EXPST -- __ 3, 4, 17, 35, 36 100B FASHION SALES VARIES -- -- -- -- - EXPST _ 3, 4, 10, 17, 35, 36 3 4 10 17 35 36 OOC PRODUCE, BAKERY & VARIES VB101 -- VARIES VARIES -- EXPST -- -- ' ' ' ' ' DE 1 SA ES 100D GROCERY SA ES VARIES VB101 VARIES VARIES -- -- EXPST -- __ 3, 4, 6, 10, 17, 35, 36 100E HARD INE SALES VARIES -- -- -- -- - EXPST _ 4, 10, 17, 35, 36 100F SALES VARIES -- EXPST -- _ 4, 10, 17, 35, 36 3, 4, 6, 10, 17, 35, 36 100G ELECTRONIC SALES VARIES VB101 VARIES -- -- -- EXPST -- -- 100H SEASONAL SALES VARIES VB101 VARIES -- -- VARIES EXPST -- __ 3, 4, 6, 10, 17, 35, 36 100J HBC SALES VARIES VB101 -- VARIES VARIES -- EXPST -- __ 3, 4, 6, 10, 17, 35, 36 101 GM ENTRY VARIES VB101 VARIES BP101 VARIES FB101 EXPST PT101 -- 2, 4, 5, 17 PL109 102 GM CART STORAGE VARIES -- -- -- -- - EXPST _ 4, 10, 17, 35, 36 104 __ 2, 4, 17, 36 SALT STORAGE VARIES VB101 VARIES VARIES VARIES ACP ACP-1 O5 LEASE SPACE EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST 20 106 COUNT ROOM FT101 VB101 PT122 PT122 PT122 PT122 ACP ACP-1 2, 4, 36 707 CASH OFFICE FT101 V6101 PT122 PT122 PT122 PT122 ACP ACP-1 2, 4, 36 Q$ VAULT FT101 VB101 PT122 PT122 PT122 PT122 ACP ACP-1 2, 4, 36 109 FOYER PT122 PT122 PT122 PT122 2, 4, 17, 36 FT101 VB101 BP101 BP101 BP101 BP101 ACP ACP-1 PL1 PL109 P 109 PL109 PT122 PT122 PT122 PT122 2, 4, 17, 36 110 CUSTOMER SERVICE FT101 VB101 BP101 BP101 BP101 BP101 ACP ACP-1 PL1 PL109 PL109 PL109 PT122 PT122 PT122 2, 3, 4 111 EXIT CORRIDOR'A' FT101 VB101 -- BP101 BP101 BP101 ACP ACP-1 PL109 P 109 PL109 112 SERVICE OFFICE FT101 VB101 PT122 PT122 PT122 PT122 ACP ACP-1 2, 4 113 BUILDING SERVICES EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST 114 MEN'S TOILET ROOM FT111 FT111 WT109 WT109 WT109 WT109 ACP ACP-2 2, 4, 11, 17, 18, 29 PT122 PT122 PT122 PT122 2,4,17 115 TOI ET ROOM A COVE FT101 VB101 PL109 PL109 PP109 PL109 ACP ACP-1 116 wOMEN'S TOI ET ROOM FT111 FT111 WT109 WT109 WT109 WT109 ACP ACP-2 2, 4, 11, 17, 18, 29 PT122 PT122 PT122 2,4,17 7 FAMI Y RESTROOM ALCOVE FT101 VB101 " PL109 PP109 PL109 ACP ACP-1 118 FAMILY RESTROOM FT111 FT111 WT109 WT109 WT109 WT109 ACP ACP-2 2, 4, 11, 17, 18 2, 4 119 L.P. OFFICE MONITOR FT101 VB101 PT122 PT122 PT122 PT122 ACP ACP-1 PT122 2, 4, 5, 12, 17 22 24-HR. ENTRY VARIES VB101 VARIES FB101 VARIES BP101 EXPST PT101 PL109 123 __ _ 4, 10, 17, 35, 36 24-HR. CART STORAGE VARIES -- -- - -- EXPST -- - 124 DELI PREP FT111 FT111 WT101 WT101 WT101 WT101 ACP ACP-2 1, 2, 3, 4, 15, 17, 18, 36 WT102 WT102 WT102 WT102 125 DELI COO ER CN102 -- - 126 FRESH PREP COOLER CN102 - 27 CHICKEN COOLER CN102 - 7 128 STARBUCKS ENTRY MA101 VB101 PT122 PT122 PT122 PT122 ACP ACP-1 2, 4 129 -- -- -- -- -- 2' 4 LEASE SPACE FT101 VB101 EXPST 130 BAKERY PREP FT111 FT111 WT101 WT101 WT101 WT101 ACP ACP-2 1, 2, 3, 4, 15, 17, 18 WT103 WT103 WT103 WT103 131 1, 2, 3, 4, 15, 17, 18 WARE WASH FT111 FT111 FP101 FP101 FP101 FP101 ACP ACP-2 7, 40 132 BAKERY FREEZER CN101 -- -- - AT REMOVED PANEL, PATCH FLOOR 133 PROPERTY SERVICES EXPST -- - 20 134 METER ROOM EXPST -- - 20 35 BACKROOM EXPST -- _ 20 136 - 20 ELECTRICAL ROOM -- -- __ __ __ -- EXPST -- - 137 _ 2a PRODUCE HOLDING -- -- __ __ -- -- EXIST -- - 138 _ 20 PRODUCE PREP -- -- __ __ __ -- EXIST -- - 139 _ 20 FRESH ROOM -- -- __ __ __ -- EXIST -- - 140 - 20 PRODUCE COOLER -- -- __ __ __ -- EXIST -- - 141 COMPRESSOR ROOM EXPST -- - 20 142 ICE CREAM FREEZER EXIST -- - 20 143 FREEZER EXIST -- _ 20 144 _ 20 BUI DING SERVICES -- -- __ __ -- -- EXPST -- - 144A 145 GROCERY BACKROOM EXPST -- 13 146 SEAFOOD COOLER EXIST -- - 20 147 MEAT/SEAFOOD SERVICE FT111 FT111 WT101 WT101 WT101 WT101 ACP ACP-2 1, 2, 3, 4, 15, 17, 18, 36 WT102 WT102 WT102 WT102 148 _ s, 2s MEAT PREP FT111 FT111 -- -- -- -- EXIST -- - 149 MEAT COOLER CN101* -- 7, 40 AT REMOVED PANE, PATCH F OOR 150 MEAT FREEZER CN102 -- - ' 2 15 GROCERY BACKROOM EXPST -- _ 20 152 _ 20 MARKING & RECEIVING -- -- __ __ __ -- EXPST -- - 153 G.M. BACKROOM EXPST -- - 2 7,21,40 154 DAIRY COOLER CN101 -- -- -- - 156 - 20 EXIT CORRIDOR'C -- -- __ __ __ -- EXPST -- - 157 SIGN SHOP -- -- __ __ __ -- EXPST EXIST EXIST 2, 30 158 CORRIDOR EXPST -- - 20 159 MEN'S TOILET ROOM FT111 FT111 PT122* PT122* PT122* PT122* ACP ACP-2 2, 11, 18, 29 EPDXY PAINT 160 WOMEN'S TOI ET ROOM FT111 FT111 PT122* PT122* PT122* PT122* ACP ACP-2 * 2, 11, 18, 29 EPDXY PAINT 161 _ 20 G.M. BACKROOM -- -- __ __ __ -- EXPST -- - PT122 PT122 PT122 PT122 2,4 162 BREAK ROOM FT101 VB101 BP101 BP101 BP101 BP101 ACP ACP-1 PL1 PL109 P 109 PL109 162A COATS FT101 VB101 BP101 BP101 BP101 BP101 ACP ACP-1 2' 4 PL1 PL109 P 109 PL109 163 - 20 BUILDING SERVICES -- -- __ __ __ -- EXIST -- - 164 - 20 EXIT CORRIDOR'B' -- -- __ __ __ -- EXPST -- - PT122 PT122 PT122 2, 4 165 TEAM CENTER FT101 VB101 PL109 PL109 PP109 ACP ACP-1 PT122 PT122 PT122 2 4 166 EARNING CENTER FT101 VB101 PP109 PP109 PL109 ACP ACP-1 PT122 PT122 PT122 PT122 2,4 67 LEADERSHIP OFFICE FT101 VB101 BP101 PL109 PP109 PL109 ACP ACP-1 PT122 PT122 PT122 PT122 2,4 70 L.P. EVIDENCE FT101 VB101 BP101 PL109 PP109 PL109 ACP ACP-1 170 -- 4 L.P. EVIDENCE STORAGE FT101 VB101 PT122 PT122 PT122 PT122 EXIST 171 2, 3a R.A.A. FT101 VB101 PT122 PT122 PT122 PT122 EXIST EXIST 72 STORE DIRECTOR CP101 VB101 PT122 PT122 PT122 PT122 EXIST EXIST 2, 22, 30 174 G.M. BACKROOM EXPST -- - 20 20 75 ELECTRONICS BACKROOM __ -- __ __ -- -- EXPST -- - NOTE: SCHEDU E CONTINUES AT EFT SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshultz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SH.Z N PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. i i iii iD. M '%, C, G\ S t f RF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. ii iii zr t}s&. 1 f, ;,,',. {,z MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: drawn: checked: date: comm. no.: 2-13-2015 1401808 ROOM FINISH SCHED LES Bid/Permit/ Construction Set 2-13-2015 A TERNATE SURFACES ON COOLER PANELS ARE S.S. FOR HOOD, PAINTED EXPOSED, OR WALL TI E REFER TO PLAN SHEETS — LINE OF GYP. BOARD BULKHEAD ABOVE — 2"x2" STAINLESS STEE CORNER GUARD E FENCE GATE POST -- E FENCE GATE POST -- 4" ,, COOLER PANEL FIELD VERIFY EXACT THICKNESS OF HARD TILE AND GYP. BOARD v HARD TILE ON 1/2" MOISTURE RESISTANT GYP. BOARD ON 1/2" RESILIENT FURRING 4 DETAIL A605 sca E: vz°=-o° EXIT SIGN, MOUNT ON EXTENDED POST - ON Y AT EMERGENCY EXITS GATE - SEE PLAN DECORATIVE FENCE GATE 11 DETAIL A100 SCALE: 1/4"=9'-0" A101 EXIT SIGN, MOUNT ON EXTENDED POST - ON Y AT EMERGENCY EXITS GATE - SEE PLAN DECORATIVE FENCE GATE 16 DETAIL A100 SCALE: 1/4"=1'-0" NOTE: SIMI AR DETAIL APPLIES TO CHAIN LINK FENCE GATES BOTH WITH OR WITHOUT EXIT DEVICES FENCE_ PANIC HARDWARE MOUNTED ON HDPE - ONLY AT EMERGENCY EXIT GATES 1/2"x12"x GATE WIDTH BLACK HDPE PANEL - A L GATES GATE POST BY FENCE SUPPLIER, SET W CONCRETE PER MANUFACTURER'S RECOMMENDATIONS HSS4x4x3/16"x12'-0" ONG SET 3'-0" IN CONCRETE PIER 12" DIA. 3'-6" DEEP ONLY IN GATES WHICH ARE EMERGENCY EXITS. NO CENTER POST FOR REGULAR GATES NOTE: SIMI AR DETAIL APPLIES TO CHAIN WK FENCE GATES BOTH WITH OR WITHOUT EXIT DEVICES FENCE PANIC HARDWARE MOUNTED ON HDPE - ONLY AT EMERGENCY EXIT GATES 1/2"x12"x GATE WIDTH BLACK HDPE PANEL - A l GATES GATE POST BY FENCE SUPPLIER, SET IN CONCRETE PER MANUFACTURER'S RECOMMENDATIONS HSS4x4x3/16"x12'-0" LONG SET 3'-0" IN CONCRETE PIER 12" DIA. 3'-6" DEEP ONLY IN GATES WHICH ARE EMERGENCY EXITS. NO CENTER POST FOR REGULAR GATES PATTERN E EVATION A301 SCALE: 1/2"=1'-0" A603 A604 SECURITY MESH TO DECK ----.._.._ METAL STUD BRACING AT 4'-0" O.C.-----._..__ CONTINUOUS METAL Z' TIE COOLER CEILWG PANELS COOLER WALL PANELS NOTE: CONSTRUCT BULKHEAD SO THAT IT DOES NOT ATTACH TO COOLER 12 DETAIL A6 4 SCALE: 3"=1'-0" 1/2" GYP. BOARD ON 3 5/8" METAL STUD AT16" O.C. DO NOT CONNECT BULKHEAD TRACK SO ELY TO DECK. PROVIDE 3 5/8" STUD SPANNING ACROSS ADJACENT JOISTS FOR STRUCTURA ATTACHMENT w/#10 SCREWS OR CLIP ANGLES AS REQ'D SIM. TO DTL #3&5/A501 1/2" GYP. BOARD ON 1 1/2" 20 GAUGE METAL STUD FASTENED TO SIDE OF 3 5!8" METAL STUD. EXTEND OVER FACE OF COO ER WALL AS INDICATED CORNER BEAD BULKHEAD VARIES 109'-6" AT FOOD AREAS 107'-10"± AT DAIRY COOLER GYP. BOARD EDGE CHANNEL COOLER TO WALL 6 BU KHEAD DETAIL A605 SCALE: 11/2"=1'-0" JUNCTION BOX (6" ABOVE GRADE TO BOTTOM; SEE ELECTRICA) GATE FRAMEWORK 13 DETAIL A604 SCA E: 3°=-o° 4"x4" GATE POST PANIC HARDWARE 7 NOT USED SCA E: PICKET PANIC HARDWARE MOUNTED ON 1/2"x2'-0"xGATE WIDTH, BLACK HDPE FASTENED TO EACH PICKET WITH (2) FLAT HEAD COUNTER SUNK SCREWS. SET CENTER OF HPDE 40" A.F.F. 0 0 io 2 NOT USED SCALE: N.T.S 10' DECORATIVE 14A FENCE DETAI A100-6 SCALE: 9!4"=1'-0" A201 6' DECORATIVE 146 FENCE DETAI A100-6 SCALE: 1/4"=1'-0" A201 1 3/8" HORIZONTAL MEMBER (TYP.) 10 FOOT HIGH GALV. STEEL DECORATIVE FENCE WITH POWDER- COATED FINISH CO OR TO MATCH EXISTING) 95% OR HIGHER OPAQUE BLACK SCREENING MESH ANCHORED TO TO BOTTOM RAIL AND RAI AT 6'-0" 1"SQUARE PICKETS MANUFACTURED STANDARD DECORATIVE FENCE PROFILES ARE ACCEPTABLE IF REASONABLY CLOSE TO THE SHOWN DIAGRAM PROVIDE ENGINEERING CALCULATIONS AND MODIFICATIONS AS NEEDED TO ACCOMODATE ADDITIONAL WIND LOAD CREATED BY CONTINUOUS MESH. 1 3/8" HORIZONTAL MEMBER (TYP,) 6 FOOT HIGH GALV. STEEL DECORATIVE FENCE WITH POWDER- COATED FINISH COLOR TO MATCH EXISTING) 1"SQUARE PICKETS 95% OR HIGHER OPAQUE BLACK SCREENING MESH ANCHORED TO TO BOTTOM RAI AND RAIL AT 6'-0" MANUFACTURED STANDARD DECORATIVE FENCE PROFILES ' ARE ACCEPTABLE IF ' REASONABLY CLOSE TO THE ' SHOWN DIAGRAM ' PROVIDE ENGINEERING ', CA CULATIONS AND ' MODIFICATIONS AS NEEDED TO ' ACCOMODATE ADDITIONAL ' WWD LOAD CREATED BY ' CONTINUOUS MESH. ' 0 M ILIIVt VVNLL ACK ILING iITE CAU K FOOD PREP 4LL TI E FOOD PREP WA L 3 TILE TERMINATION A604 SCALE: 1 1/2" = 1'-0" DECORATIVE 15 GUARD FENCE ELEVATION A100 SCALE: 1!4"=1'-0" A101 1 3/8" HORIZONTAI MEMBER (TYP.) 3 FOOT HIGH GALV. STEEL DECORATIVE FENCE WITH POWDER- COATED FINISH COLOR TO MATCH EXISTING) 1"SQUARE PICKETS T.O.FENCE VARIES 110'-0") 106'-0") 103'-0") dPAQUE SCREEN FROM BOTTOM RAIL TO 6'-0", ATTACH AS RQ'D NOTE: ADD ADDITIONAL INTERMEDIATE RAILS AS NECESSARY TO SUPPORT 10'-0" HEIGHT CONCRETE FOOTING AT EA. POST AND HSS MEMBERS AT GARDEN CENTER TO BE 12" DIAM. MIN. - CONSULT WITH FENCE MANUFACTURER FOR FOOTING REQUIREMENTS -- n . EXISTING ° ''' " CONC.SLAB 3"x2"x.125" STEEL TOP, INTERMEDIATE & BOTTOM HORIZONTAL RAI S 3"x2"x.125" A UM. POSTS SPACED EQUA LY w! 7'-0" SPACING 3/4"x3/4"x.125" STEEL TUBES SPACED EQUALLY w/ 5" MAX. SPACWG BETWEEN CROWN CONC. INFILL 1!2" AROUND POSTS CORE DRIL 8" DIA. HOLE IN SLAB, SCOOP OUT DIRT! SET POST FILL W/ CONC. 2" EXP. MATERIAL W/SEALANT BEYOND GOAT AL BELOW GRADE PORTIONS OF STEEL WITH ALKALI BITUMINOUS COATING DECORATIVE 17 FENCE SECTION A100-3 SCALE: 3/4" = 1'-0" SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGNT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6N5. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCH ALL CONCEPTS, I EAS, OESIGNS. ARftANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNEO BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPED FOR ITS OWN USE NONE Of iHE IOEAS. DESIGNS, ARRANGEMEMS.OR PLANS SHALL 8E USEO6Y OR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCOMrRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRITiEN PERMISSION OF SCHENKEL 8 SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.SC,. PROTECTION FOft AN AftCHITECTURAL WORK CftEATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtiCATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE tINPU8LI5NED PLANS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ US.C', 18 U.SC. SEC. 505. UNAUTHORIZED ISCLOSURE MAY CONSTITUTE TRA E SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARRANGEMENTS, ORAWINGS, ANO PLANS DISGIOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECTiON WILL BE PRPSECUtEO tP THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO 8E ftESPON5IB E fOR ALI. DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITIONS SHOWN BY THESE RAWINGS. SNOP ORAWINGS AN OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING w17H FABRICATION. 11111I l1/!//// D. M '%, C, G\ S t fRF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. 1 Iil xi tr jt sy. fF t,r,; i,.r¢,z EIJER STORE 130 1424 W. Carmel Dr. Carmel, IN 46032 revisions: drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 Bid/Permitl Construction Set 2-13-2015 TOILET PARTITION 2 BASE WOMENS REAR 31 RR E EVATION A605 SCALE: 1/4"=1'-0" MENS REAR 27 RR E EVATION A605 SCALE: 1/4"=1'-0" WALL WASH LIGHT FIXTURE - SEE ELECTRICAL - EXTEND WALL TI E TO 2" ABOVE TOP OF IGHT FIXTURE BASE WOMENS 24 HR 19 RR E EVATION A605 SCALE: 1/4"=1'-0" TOI ET PARTITION BASE woMENs GM 11 RR E EVATION A605 SCALE: 1/4"=1'-0" BASE MENS GM RR E EVATION A605 SCALE: 1/4"=1'-0" BASE C 1 C WOMENS 24 HR s RR ELEVATION A605 SCALE: 1/4"=1'-0" V BASE WAIL WASH IGNT FIXTURE - SEE ELECTRICAL - EXTEND WA L TILE TO 2" ABOVE TOP OF LIGHT FIXTURE C 1 BASE WOMENS REAR 3o RR ELEVATION A605 SCALE: 1/4"=1'-0" WALL WASH LIGHT FIXTURE - SEE ELECTRICAL - EXTEND WA L TILE TO 2" ABOVE TOP BASE WOMENS REAR 29 RR E EVATION A605 SCALE: 1/4"=1'-0" J C MENS REAR MENS REAR 26 RR ELEVATION 25 RR E EVATION A605 SCALE: 1/4"=1'-0" A605 SCALE: 1/4"=1'-0" WALL WASH IGHT FIXTURE - SEE ELECTRICAL - EXTEND WALL TI E TO 2" ABOVE TOP OF IGHT FIXTURE TOILET TOI ET PARTITION PARTITION g BASE 1 WOMENS 24 NR 7 RR E EVATION A605 SCALE: 1/4"=1'-0" WALL WASH LIGHT FIXTURE - SEE E ECTRICAL - EXTEND WALL TILE TO 2" ABOVE TOP OF IGHT FIXTURE C BASE WOMENS GM o RR ELEVATION A605 SCALE: 1/4"=1'-0" WA I WASH LIGHT FIXTURE - SEE ELECTRICA - EXTEND WA L TILE TO 2" ABOVE TOP v MENS GM 6 RR ELEVATION A605 SCALE: 1/4"=1'-0" 2 BASE WOMENS 24 HR 16 RR E EVATION A605 SCALE: 1/4"=1'-0" WOMENS GM 9 RR ELEVATION A605 SCALE: 1/4"=1'-0" BASE C MENS GM 5 RR ELEVATION A605 SCALE: 1/4"=1'-0" TOILET PAPER DISPENSER, INSTALL AS HIGH AS ALLOWED---"'— V Z 5'-0" MAX. 48" o Z 8 P r__, o X O o X x W X 15" MIN. rW ZxZ O Z J O a o M o U 4" _ ,, C d. p o 'v o N , p MAX. v 0 m Q v v W v M O N z ' "' M in Z „_9 X c , — N souo nNo sMoorH p I O _ r Q r LOWERSURFACE FEMININE NAPKIN PROTRUDING DOOR AND PAPER TOWEL FIRE ALARM PUL DRINKING FOUNTAIN DRINKING FOUNTAIN ELECTRICAL 1ATER C OSET (SIDE DISPENSER OBJECTS IN HARDWARE DISPENSER LIGHT SWITCH (P AN VIEW) RECEPTAC E VIEW) ACCESSIBLE ROUTE CARD READER B.F. DOOR CONTRO HVAC CONTROL 12 24 MIN. TOILET PARTITION J C BASE TOILET PARTITION C BASE 12" MAX. MOUNT TP ROLL AS HIGH TO BAR AS AL OWED SANITARY NAPKIN DISPOSAL- WOMEN & UNISEX ON Y TOILET PROVIDE 1" GAP PARTITION BETWEEN MIRROR FRAME AND SINK 13 1/2° 36" MIN. MW. _ M N C EAR 48" 3„ Q /% - N z Z CLEAR MAX. J J W X O W > 1 W ° OW Z Z Q Z Q Wa v io U U U Z $ INSULATE - w `_' - J 0 N M EXPOSED PIPES, N M aj Q ` m _' M 19" ` v 11" TYP AT B.F. `' MAX. LAVATORIES SOAP DISPENSER HAND DRYER LAVATORY LAVATORY LAVATORY AND URWA URINAL 16„ $„ WATER CLOSET A L NON-HCP STALLS P AN VIEW) (SIDE VIEW) MIRROR (PLAN VIEW) (FRONT VIEW) (SIDE VIEW) BARRIER FREE MOUNTING HEIGHTS SCA E: 1/4" = 1'-0" 0 WAIL WASH IGNT FIXTURE - SEE ELECTRICAL - EXTEND WA L TILE TO 2" ABOVE TOP OF LIGHT FIXTURE -----. TOILET PARTITION BASE WOMENS REAR 28 RR ELEVATION A605 SCA E: 1/4"=1'-0" WA I WASH LIGHT FIXTURE - SEE ELECTRICA - EXTEND WA L TILE TO 2" ABOVE TOP OF LIGHT FIXTURE TOILET PARTITION BASE --- MENS REAR 24 RR ELEVATION A605 SCA E: 1/4"=1'-0" WA L WASH IGHT FIXTURE - SEE ELECTRICAL - EXTEND WALL TILE TO 2" ABOVE TOP MENS 24 HR 15 RR ELEVATION A605 SCALE: 1/4"=1'-0" WAIL WASH IGHT FIXTURE - SEE ELECTRICAL - EXTEND WALL TILE TO 2" ABOVE TOP OF LIGHT FIXTURE --- TOILET PARTITION n a BASE WOMENS GM s RR ELEVATION A605 SCALE: 1/4"=1'-0" WAIL WASH IGHT FIXTURE - SEE ELECTRICAL - EXTEND WA L TILE TO 2" ABOVE TOP OF LIGHT FIXTURE TOILET PARTITION 2---- BASE — MENS GM 4 RR ELEVATION A605 SCALE: 1/4"=1'-0" WALL WASH IGHT FIXTURE - SEE ELECTRICAL - EXTEND WALL TILE TO 2" ABOVE TOP OF LIGHT FIXTURE N BASE FAMILY RR 23 ELEVATION A605 SCALE: 1/4"=1'-0" WAL WASH LIGHT FIXTURE - SEE E ECTRICAL - EXTEND WALL TILE TO 2" ABOVE TOP OF IGHT FIXTURE o BASE C FAMILY RR FAMILY RR 22 ELEVATION 2 ELEVATION A605 SCALE: 1/4"=1'-0" A605 SCALE: 1/4"=1'-0" WA L WASH LIGHT FIXTURE - SEE ELECTRICAL - EXTEND WA L TILE TO 2" ABOVE TOP OF LIGHT FIXTURE TOILET TOILET PARTITION PARTITION BASE MENS 24 HR 14 RR E EVATION A605 SCALE: 1/4"=1'-0" OI L T -- OOM --- WOI ET S ROOM ALCOVE ROOM 114 116 15 \ 12 A6J5 14 13 9 16 A60 18 V BASE MENS 24 HR 13 RR ELEVATION A605 SCALE: 1/4"=1'-0" ENLARGED PLANS AT 3 24 HR RESTROOM A103 SCALE: 1/4"=1'-0" n CC BASE FAMILY RR 2o ELEVATION A605 SCALE: 1/4"=1'-0" MENS 24 HR 12 RR ELEVATION A605 SCALE: 1/4"=1'-0" I I ENLARGED PLANS AT 2 REAR TOI ET ROOMS A 3 SCALE: 1/4"=1'-0" ACCESSORY SCHEDU E MARK DESCRIPTION FEMININE NAPKIN DISPENSER GRAB BAR (36") GRAB BAR (48") TOILET TISSUE DISPENSER FEMININE NAPKIN DISPOSAL SOAP DISPENSER AT TOILET ROOM E ECTRIC HAND DRYER MIRROR CHEMICAL PROPORTIONER DIAPER CHANGING STATION NOT USED NOT USED PIPE WRAP DRINKING FOUNTAIN MOP HO DER PAPER TOWEL DISPENSER SOAP DISPENSER VERTICAL GRAB BAR (18") NOTE: 1. REFER TO ARCHITECTURAL SPECIFICATIONS AND Q-SHEETS FOR MODE NUMBERS 2. NOTE THAT SOAP DISPENSERS ARE PROVIDED AND INSTALLED BY MEIJER VENDOR 3. PROVIDE CONTINUOUS ANG E OR CHANNEL SUPPORT BRACKET ON ALL TOILET PARTITIONS ON NEW OR EXISTING WALL BASE MEN'S TOILET ROOM 2% 24 A60 26 25 , 159 31 160 28 A6 5 30 29 WOMEN'S TOILET ROOM ENLARGED PLANS AT GM TOI ET ROOMS A101 SCA E: 1/4"=T-0" ii , TOILET ROOM ALCOVE NOTE: ALL EXPOSED OUTSIDE CORNERS SHAL RECEIVE CORNER GUARDS; 2" X 2" S.S. SIM. TO DETAIL 4/A604 SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGNT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6N5. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNEO BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPED FOR ITS OWN USE NONE Of iHE IOEAS.OESIGNS, ARRANGEMEMS.OR PLANS SHALL 8E USEO6Y OR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRITI'EN PERMISSION OF SCHENKELB snu.z iNc. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNMG. REPRODUGTION HERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ US.0 , 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRA E SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PLANS DISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECTiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO 8E RESPONSIB E fOR ALI. DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS AN OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. 11111I l1/!//// D. M '%, C, G\ S t f RF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. x tr t yl s F, rr, r I 1424 W. Carmel Dr. Carmel, IN 46032 2015 STORE REMODEL revisions: drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 DETAILS Bid/Permitl Construction Set 2-13-2015 jr,....,...... .,,.....,...... .,,.....,..,„ ,..........,,. „,-'...._. {r,,._.,...e,,,. E l E . E . . ' ; s` ` .:,'` '., `` .. .'' .. .' ,.. a _ : _. i ti" }— - - - i - i _ ' _ ' i , i i i i i , a,r i i i i a i a — - - - - - -___.... r°` I I E i i e 1— — — — — — — — r r i. i i i LL 0 w__ 0 F_. __ . __; i a__ _ _ _.____ _ _j _ _; o a ks1 j wo I ; . ,...... .:.m...... . . .......: . ...._I W r— _ _ _ = z — I a a oa - o z a c.> rv, J` — — — — — — — a — f— j 1 ( 3. i ; i r ',,— — — — — — ———= — r i i i ARDEN r ENTER I I do- - - - f ` ____ 1 1 I I; 6 1LL ti i— -.._-j— - — -; r _ i a __ I I i ___ _, ;. t' E , _. . ——__—i.__ I i i ( _i-,F a' f, e _.. f`y `.,,...,....r' e — 1-- - - - - e : . r' I I ` - z OVERALL REFLECTED CEILING P AN A O SCALE: 1":30'-0" i i 1l i i ...,._a-`' 1 CEI ING FINISH LEGEND CEILING TYPE 10'-0" HEIGHT ABOVE FINISHED FLOOR A. 2x4 LAY—IN ACOUSTICAL CEILING TILE AND GRID — REFER TO FINISH SCHEDULE B. GYPSUM BOARD CEILWG C. EXISTING CEI ING TI E AND GRID TO REMAIN D. EXPOSED CONSTRUCTION ( DO NOT PAINT) E. NEW DRYWALL BULKHEAD — PAINTED F. PAINTED NEWLY EXPOSED STEEL STRUCTURE — TO MATCH EXISTING — REFER TO DEMO & ARCH. PLANS FOR EXTENT OF WALL CONSTRUCTION REMOVA G. PAINT UNDERSIDE OF EXPOSED LINTEL AT NEW DOOR OPENING H. PAINT EXISTING CEI ING SEE NOTE 3 J. NOT USED K. NOT USED L. REPLACE ALL EXISTING CEILING TILES. GRID TO REMAIN. PAINT GRID "CEILING WHITE". WHERE EXISTING TI ES ARE 2x2 REMOVE INTERMEDIATE GRIDS TO INSTALL NEW 2x4 PADS. NOTES: 1. REFER TO MECH/ ELECTRICAL/ PLUMBING SHEETS FOR SPEAKER, FIRE A ARM, AUDIONISUAL SIGNAL, CCTV CAMERA, CABLE TRAY, SMOKE DETECTOR, RETURN OR EXHAUST AIR GRILLE SUPPLY, AIR DIFFUSER, RADIANT HEAT PANEL,ULTRASONIC OCCUPANCY SENSOR OR CEILING FAN 2. REFER TO MECH/ ELECTRICAU PLUMBING DEMO PLANS FOR PORTIONS OF CEILINGS TO BE TEMPORARILY REMOVED FOR OVERHEAD WORK. REINSTALL GRID AND TILE ONCE COMPLETED. NOTIFY ARCHITECT IF CONDITION OF MATERIALS AREINADEQUATE. 3. PAINTING OF ANY EXISTING ACP CEILING AND GRID TO USE "PROCOAT CEI ING RESTORATION SYSTEM" SEE A603 4. AT ALL EXPOSED COLUMNS IN FOOD PREPARATION SPACES WHICH ARE NOT TUBE SHAPE OR FULLY ENCLOSED, PROVIDE'/i' FRT MDF FI ER PIECE CUSTOM CUT TO MATCH TNE SHAPE OF THE COLUMN FLANGES AND WEB TO UNCLOSE ANY GAP FROM CEILING GRID PERIMETER ANGLE. ADD CLIP ANGLES TO STEEL ABOVE CEILING AND CAULK PERIMETER TIGHT. PAINT COLOR PT102 U.N.O. U!W U!W U!W H H: H I 1 I N KEY PLAN SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. i i i n i i irii, D T R/F'P'' Fo'•. - No. AR 10100148 ; * _ STATE OF HDIANP: \.\ q'C H Z E ` zr jt s y. F'i rzi, ,,:r t 1424 W. Carmel Dr. Carmel, IN 46032 2015 STORE REMODEL revisions: ADDENDA #2 drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 BidlPermit/ Construction Set 2-13-2015 N ENLARGED CEILING PLAN A700 SCALE: 1/8"=1'-0" P AN NORTH N ENLARGED CEILING P AN A700 SCALE: 1/8"=1'-0" P AN NORTH N PLAN NORTH EN ARGED CEILING P AN A7 0 SCA E: 1/8"=1'-0" C G TIGHT TO HOOD AND T PENETRATIONS. RDINATE FINAL SIZE WITH IPMENT CEILING FINISH LEGEND CEILING TYPE 110'-0" HEIGHT ABOVE FINISHED FLOOR A. 2x4 LAY-IN ACOUSTICAL CEI ING TILE AND GRID - REFER TO FINISH SCHEDULE B. GYPSUM BOARD CEILING C. EXISTING CEILING TILE AND GRID TO REMAIN D. EXPOSED CONSTRUCTIQN ( DO NOT PAINT) E. NEW DRYWA BULKHEAD - PAINTED F. PAINTED NEW Y EXPOSED STEEL STRUCTURE - TO MATCH EXISTING - REFER TO DEMO & ARCH. PLANS FOR EXTENT OF WALL CONSTRUCTION REMOVA G. PAINT UNDERSIDE OF EXPOSED LINTEL AT NEW DOOR OPENING H. PAINT EXISTING CEI ING SEE NOTE 3 J. NOT USED K. NOT USED L. REPLACE ALL EXISTING CEILING TILES. GRID TO REMAIN. PAINT GRID "CEILING WHITE". WHERE EXISTING TILES ARE 2x2 REMOVE INTERMEDIATE GRIDS TO INSTALL NEW 2x4 PADS. NOTES: 1. REFER TO MECH/ ELECTRICAL/ PLUMBING SHEETS FOR SPEAKER, FIRE ALARM, AUDIO/VISUA SIGNAL, CCTV CAMERA, CABLE TRAY, SMOKE DETECTOR, RETURN OR EXHAUST AIR GRIL E SUPP Y, AIR DIFFUSER, RADIANT HEAT PANEL,U TRASONIC OCCUPANCY SENSOR OR CEI ING FAN 2. REFER TO MECH/ ELECTRICAU P UMBING DEMO PLANS FOR PORTIONS OF CEILINGS TO BE TEMPORARILY REMOVED FOR OVERHEAD WORK. REINSTALL GRID AND TILE ONCE COMPLETED. NOTIFY ARCHITECT IF CONDITION OF MATERIALS AREINADEQUATE. 3. PAINTING OF ANY EXISTING ACP CEILING AND GRID TO USE "PROCOAT CEILING RESTORATION SYSTEM" SEE A603 4. AT A L EXPOSED CO UMNS IN FOOD PREPARATION SPACES WHICH ARE NOT TUBE SHAPE OR FULLY ENCLOSED, PROVIDE'/2" FRT MDF FIL ER PIECE CUSTOM CUT TO MATCH THE SHAPE OF THE COLUMN FLANGES AND WEB TO UNCLOSE ANY GAP FROM CEILING GRID PERIMETER ANG E. ADD C IP ANGLES TO STEEL ABOVE CEILING AND CAULK PERIMETER TIGHT. PAINT CO OR PT102 U.N.O. U W U'W UIW Z Q Z Q Z N KEY P AN TCH dE SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.SC,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ US.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. iiiiiiiiiii D T R/F'P'' Fo'•. — No. AR 10100148 ; * _ STATE OF HDIANP: \.\ q'C H Z E ` x zr r jt sy. i{ t rtfi }ii,.,.r{{ft MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: 2-24-2015 ADDEND #2 drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 ENLARGED REFLECTED CEI ING Bid/Permit/ Construction Set 2-13-2015 e ... i , N . b .'. I ...... ..,. ,' ......- I 1 2 C. '— — N r 0 LARGE SCA E FLOOR ANS SHEET A801 H A806 FOR DETAILED INISH REQUIREMENTS T c I=L i ll7 FT101 WHITE VCT TILE CN101 RE-SEA NEWLYEXPOSEDCONCRETE FT102 CREAM VCT TILE CN102 CURING & HARDENING CONCRETE FT103 BROWN VCT TI E CP101 CARPET FT104 LVT TILE (P ANK) I— CP102 CARPET TILE d FT107 NONSLIP VCT TILE MA101 WALK OFF MAT FT117 @ NSLIP VCT TILE f -1 EXIST. EXIST. FLOORING TO FLORAL U REMAIN FT111 RESIN FLOORING GENERALNOTES 1. REFER TO ROOM FINISH SCHEDULE FOR MORE FINISH INFORMATION AND DETAILS 1-5/A603 AND 1-2/A806. 2. PROVIDE STAINLESS STEEL TRANSITION STRIPS AND FASTENERS AT ALL VCT FLOORING EDC ES ADJACENT TO EXPOSED CONCRETE SLABS OR RESINOUS FLOORING AREAS 3. REFER TO MEIJER "Q" DRAWINGS FOR EQUIPMENT/CASE LAYOUT.SEE A800 SERIES SHEETS FOR ENLARC ED DETAILS OF RESILIENT FLOOR PATTERNS. ALL VCT TO BE LAID OUT IN LINEAR PATTERN ORIENTED RIGHT TO LEFT ON PLAN THROUC HOUT ENTIRE PROJECT. 4. TAKE SPECIA CARE TO PREPARE THE EXISTING FLOOR AT TROUBLESOME AREAS SUCH AS AT THE EXISTING ELECTRICAL TRENCH, AND WHERE THE CONCRETE F OOR IS TO BE CUT FOR NEW PLUMBING. PATCH, GRIND, OR TAPER EXISTING SURFACE TO ACHIEVE A SMOOTH SURFACE IN REPARATION FOR NEW FINISHES — REFER TO SPEC SECTION 03300, PART 3 FOR FLOOR LEVELNESS TOLERANCES REQUIRED. 5. AL TILE DIMENSIONS ARE APPROXIMATE. P ACEMENT OF TILE SHOULD BE TO THE NEAREST FU L TILE. 6. DO NOT CUT SLIVER TILES LESS THAN 3" WIDE ON 12" VCT OR 4" ON LVT. DOUBLE CUT NEXT FUL TILE IF REQUIRED TO MAINTAIN SPACING AT PERIMETER OR TRANSITIONS. 7. GRIND DOWN AND APPLY SKIM COAT ARDEX F OOR LEVELING AT ALL NEW TO EXISTING SLAB CUTS, AND OTHER EXISTING FLOOR DEFECTS THROUGH OUT ENTIRE AREA TO RECEIVE NEW VCT OR LVT FINISHES 8. FOR RESINOUS FLOORING APPLICATION OVER EXISTING CONCRETE: REFER TO DEMO FOR REMOVAL OF EXISTING FLOORING MATERIALS LE. THWSET C.T., VCT, CARPET OR SHEET FLOORWG) CLEAN AND PREP EXPOSED CONCRETE SURFACES AS SPECIFIED BY RESINOUS SYSTEM MANUFACTURER. 9. FOR RESINOUS FLOORING APPLICATION OVER EXISTING CERAMIC TILE NOTED TO REMAIN: CLEAN EXISTING TILE & GROUT. SCARIFY EXISTING C.T. TILE SURFACE. APPLY MANUFACTURER APPROVED UNDERLAYMENT TO LEVEL TILE & GROUT. APPLY RESINOUS FLOOR. 10. FOR NEWLY EXPOSED CONCRETE (CN101) SURFACES GRIND DOWN CONCRETE TO REMOVE A L MASTICS OR TNIN SET MORTAR REMNANTS. APPLY NEW SEALER COAT. 11. APPLY FLOOR SEA ER OVER ALL NEW Y POURED CONCRETE PATCHES TNROUGHOUT STORE. APPLY CURING AND HARDENING COMPOUND OVER ALL CONCRETE PATCHES IN REAR DOCK/RECEIVING/STQRAGE ROOMS. APPLY NEW JOINT FI LER TO AL SAWCUT OVERAGES AT FLOOR PATCHES. 12. IN AL NEW COO ERlFREEZER OCATIONS ON EXISTING CONCRETE TO REMAIN GRIND F OOR TO REMOVE IMPERFECTIONS. REPLACE ANY JOINT FIL ER MATERIAL AND APPLY NEW CONCRETE SEALER, AND NEW JOINT FIL ER. 13. F OORING CONTRACTOR TO PROVIDE VCT OVER REFRIGERATION PIT ACCESS COVERS IN SA ES AREAS (FT101), REFRIGERATION CONTRACTOR TO PROVIDE DIAMOND P ATE OVER PIT COVERS IN ANY RESINOUS FLOOR AREAS. 14. FOR AREAS NOTED TO HAVE HAZARD YELLOW STRIPPING MARKS. WHERE PAINTING OVER EXISTING DUPLICATE EXISTING WIDTHS AND PATTERNS. WHERE NEW, PAWT 4" WIDE STRIPES AT 12" O.C. AT 45° PATTERN TO PATH OF TRAVEL. GIVEN STORE'S CONTINUAL OPERATION DURING REMODEL, USE FAST SETTING TRAFFIC MARKING PAINT SUCH AS "SET FAST" WATERBORNE ACRYLIC LATEX TRAFFIC MARKING PAINT, OR EQUAL. U W U W U W H ; H i N KEY P AN TCH JE SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS AN OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. D. M '%, C, G\ S t f RF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. zr jt s y. f F' t, ,; ,,.z 1424 W. Carmel Dr. Carmel, IN 46032 revisions: drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 i Bid/Permit/ Construction Set 2-13-2015 UNIT D CONTINUED ON A803 UNIT C ' UNIT A CONTINUED CONTINUED ON A802 ' ON A801 g 1 A.2 A UNIT D I UNIT B CONTINUED CONTINUED ON A803 I ON A801 UNIT C CONTINUED ON A802 ENLARGED PARTIAL FLOOR FINISH PLAN - U N IT A SCALE: 1/8" = 1'-0" 6.7 7.3 SYMBOL LEGEND FT101 WHITE VCT TILE CN101 RE-SEA NEW YEXPOSEDCONCRETE FT102 CREAM VCT TILE 0 CN102 CURING & HARDENING CONCRETE FT103 BROWN VCT TILE GP101 CARPET FT104 LVT TILE (PLANK) CP102 CARPET TILE FT107 NONSLIP VCT TILE MA101 WALK OFF MAT FT117 @NSLIP VCT TILE EXIST. EXIST. FLOORING TOFLORALREMAIN FT111 RESIN FLOORING GENERALNOTES 1. REFER TO ROOM FINISH SCHEDU E FOR MORE FINISH INFORMATION AND DETAI S 1-5/A603 AND 1-2/A806. 2. PROVIDE STAIN ESS STEEL TRANSITION STRIPS AND FASTENERS AT AL VCT FLOORING EDGES ADJACENT TO EXPOSED CONCRETE SLABS OR RESINOUS FLOORING AREAS 3. REFER TO MEIJER "Q" DRAWINGS FOR EQUIPMENT/CASE AYOUT.SEE A800 SERIES SHEETS FOR EN ARGED DETAILS OF RESILIENT FLOOR PATTERNS. A L VCT TO BE LAID OUT IN LINEAR PATTERN ORIENTED RIGHT TO EFT ON P AN THROUGHOUT ENTIRE PROJECT. 4. TAKE SPECIA CARE TO PREPARE THE EXISTING FLOOR AT TROUBLESOME AREAS SUCH AS AT THE EXISTING ELECTRICAL TRENCH, AND WHERE THE CONCRETE F OOR IS TO BE CUT FOR NEW PLUMBING. PATCH, GRIND, OR TAPER EXISTING SURFACE TO ACHIEVE A SMOOTH SURFACE IN REPARATION FOR NEW FINISHES - REFER TO SPEC SECTION 03300, PART 3 FOR FLOOR LEVE NESS TOLERANCES REQUIRED. 5. ALL TILE DIMENSIONS ARE APPROXIMATE. PLACEMENT OF TILE SHOULD BE TO THE NEAREST FULL TILE. 6. DO NOT CUT SLIVER TILES LESS THAN 3" WIDE ON 12" VCT OR 4" ON LVT. DOUBLE CUT NEXT FULL TILE IF REQUIRED TO MAINTAIN SPACING AT PERIMETER OR TRANSITIONS. 7. GRIND DOWN AND APPLY SKIM COAT ARDEX FLOOR LEVELING AT ALL NEW TO EXISTING SLAB CUTS, AND OTHER EXISTING FLOOR DEFECTS THROUGH OUT ENTIRE AREA TO RECEIVE NEW VCT OR LVT FINISHES 8. FOR RESINOUS FLOORING APPLICATION OVER EXISTING CONCRETE: REFER TO DEMO FOR REMOVAL OF EXISTING FLOORING MATERIA S LE. THINSET C.T., VCT, CARPET OR SHEET FLOORING) CLEAN AND PREP EXPOSED CONCRETE SURFACES AS SPECIFIED BY RESINOUS SYSTEM MANUFACTURER. 9. FOR RESINOUS FLOORING APPLICATION OVER EXISTING CERAMIC TI E NOTED TO REMAIN: C EAN EXISTWG TILE & GROUT. SCARIFY EXISTING C.T. TILE SURFACE. APPLY MANUFACTURER APPROVED UNDERLAYMENT TO LEVEL TILE & GROUT. APPLY RESINOUS FLOOR. 10. FOR NEWLY EXPOSED CONCRETE (CN101) SURFACES GRIND DOWN GONCRETE TO REMOVE ALL MASTICS OR THIN SET MORTAR REMNANTS. APPLY NEW SEALER COAT. 11. APPLY FLOOR SEALER OVER ALL NEWLY POURED CONCRETE PATCHES THROUGHOUT STORE. APPLY CURING AND HARDENING GOMPOUND OVER ALL CONCRETE PATCHES IN REAR DOCK/RECEIVING/STORAGE ROOMS. APPLY NEW JOINT FI ER TO AL SAWCUT OVERAGES AT FLOOR PATCHES. 12. IN ALL NEW COO ER/FREEZER OCATIONS ON EXISTING CONCRETE TO REMAIN GRIND F OOR TO REMOVE IMPERFECTIONS. REPLACE ANY JOINT FIL ER MATERIA AND APPLY NEW CONCRETE SEALER, AND NEW JOINT FIL ER. 13. F OORING CONTRACTOR TO PROVIDE VCT OVER REFRIGERATION PIT ACCESS COVERS IN SALES AREAS (FT101), REFRIGERATION CONTRACTOR TO PROVIDE DIAMOND PLATE OVER PIT COVERS IN ANY RESINOUS FLOOR AREAS. 14. FOR AREAS NOTED TO HAVE HAZARD YELLOW STRIPPING MARKS. WHERE PAINTING OVER EXISTING DUPLICATE EXISTING WIDTHS AND PATTERNS. WHERE NEW, PAINT 4" WIDE STRIPES AT 12" O.C. AT 45° PATTERN TO PATH OF TRAVEL. GIVEN STORE'S CONTINUAL 9.3 OPERATION DURING REMODEL, USE FAST SETTING TRAFFIC MARKING PAWT SUCH AS "SET FAST" WATERBORNE ACRYLIC LATEX TRAFFIC MARKING PAINT, OR EQUAL. W 11J -'W Q Z Q Z Q Z TCH dE SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.SC,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ US.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. iniii ii, D. M '%, C, G\ S t fRF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. xi z rr f tf;. a, „a MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: drawn: checked: date: comm. no.: 2-13-2015 1401808 ENLARGED PARTIAL i Bid/Permit/ Construction Set 2-13-2015 UNIT F ' UNIT D CONTINUED I CONTINUED ON A805 ON A803 UNIT E CONTINUED ON A804 UNIT B CONTINUED ON A801 UNIT A CONTINUED ON A801 SYMBOL LEGEND FT101 NHITE VCT TILE CN101 RE-SEAL NEWLY EXPOSED CONCRETE FT102 CREAM VCT TILE CN102 CURING & HARDENING CONCRETE FT103 gROWN VCT TI E CP101 CARPET FT104 VT TILE (PLANK) CP102 CARPET TILE FT107 NONSLIP VCT TI E MA101 rNALK OFF MAT FT117 @ NSLIP VCT TILE EXIST. EXIST. FLOORING TO FLORAL REMAIN FT111 RESIN F OORING GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 11 12 13 14 REFER TO ROOM FINISH SCHEDU E FOR MORE FINISH INFORMATION AND DETAILS 1-5/A603 AND 1-2/A806. PROVIDE STAIN ESS STEE TRANSITION STRIPS AND FASTENERS AT ALL VCT F OORING EDGES ADJACENT TO EXPOSED CONCRETE SLABS OR RESINOUS FLOORING AREAS REFER TO MEIJER "Q" DRAWINGS FOR EQUIPMENT/CASE LAYOUT.SEE A800 SERIES SHEETS FOR ENLARGED DETAILS OF RESILIENT FLOOR PATTERNS. ALL VCT TO BE LAID OUT IN INEAR PATTERN ORIENTED RIGHT TO EFT ON PLAN THROUGHOUT ENTIRE PROJECT. TAKE SPECIAL CARE TO PREPARE THE EXISTING FLOOR AT TROUBLESOME AREAS SUCH AS AT THE EXISTWG ELECTRICAL TRENCH, AND WHERE THE CONCRETE FLOOR IS TO BE CUT FOR NEW PLUMBING. PATCH, GRIND, OR TAPER EXISTING SURFACE TO ACHIEVE A SMOOTH SURFACE IN REPARATION FOR NEW FINISHES - REFER TO SPEC SECTION 03300, PART 3 FOR F OOR LEVELNESS TOLERANCES REQUIRED. ALL TI E DIMENSIONS ARE APPROXIMATE. PLACEMENT OF TILE SHOULD BE TO THE NEAREST FULL TI E. DO NOT CUT SLIVER TILES ESS THAN 3" WIDE ON 12" VCT OR 4" ON VT. DOUBLE CUT NEXT FULL TI E IF REQUIRED TO MAINTAIN SPACING AT PERIMETER OR TRANSITIONS. GRIND DOWN AND APPLY SKIM COAT ARDEX FLOOR LEVE ING AT ALL NEW TO EXISTING SLAB CUTS, AND OTHER EXISTING FLOOR DEFECTS THROUGH OUT ENTIRE AREA TO RECEIVE NEW VCT OR LVT FINISHES FOR RESINOUS FLOORING APP ICATION OVER EXISTING CONCRETE: REFER TO DEMO FOR REMOVA OF EXISTING F OORING MATERIALS I.E. THINSET C.T., VCT, CARPET OR SHEET FLOORING) C EAN AND PREP EXPOSED CONCRETE SURFACES AS SPECIFIED BY RESINOUS SYSTEM MANUFACTURER. FOR RESINOUS FLOORING APP ICATION OVER EXISTING CERAMIC TILE NOTED TO REMAIN: CLEAN EXISTING TILE & GROUT. SCARIFY EXISTING C.T. TILE SURFACE. APPLY MANUFACTURER APPROVED UNDERLAYMENT TO EVEL TILE & GROUT. APP Y RESINOUS FLOOR. FOR NEWLY EXPOSED CONCRETE (CN101) SURFACES GRIND DOWN CONCRETE TO REMOVE AL MASTICS OR THIN SET MORTAR REMNANTS. APPLY NEW SEA ER COAT. APPLY FLOOR SEALER OVER ALL NEWLY POURED CONCRETE PATCHES THROUGHOUT STORE. APP Y CURING AND HARDENING COMPOUND OVER ALL CONCRETE PATCHES IN REAR DOCK/RECEIVING/STORAGE ROOMS. APPLY NEW JOINT FILLER TO ALL SAWCUT OVERAGES AT FLOOR PATCHES. IN AL NEW COOLER/FREEZER OCATIONS ON EXISTING CONCRETE TO REMAIN GRIND FLOOR TO REMOVE IMPERFECTIONS. REPLACE ANY JOINT FIL ER MATERIA AND APPLY NEW CONCRETE SEALER, AND NEW JOINT FI ER. F OORING CONTRACTOR TO PROVIDE VCT OVER REFRIGERATION PIT ACCESS COVERS IN SA ES AREAS (FT101), REFRIGERATION CONTRACTOR TO PROVIDE DIAMOND PLATE OVER PIT COVERS IN ANY RESINOUS FLOOR AREAS. FOR AREAS NOTED TO HAVE HAZARD YELLOW STRIPPING MARKS. WHERE PAINTING OVER EXISTING DUPLICATE EXISTING WIDTHS AND PATTERNS. WHERE NEW, PAINT 4" WIDE STRIPES AT 12" O.C. AT 45° PATTERN TO PATH OF TRAVEL. GIVEN STORE'S CONTINUA OPERATION DURING REMODEL, USE FAST SETTING TRAFFIC MARKING PAINT SUCH AS "SET FAST" WATERBORNE ACRYLIC ATEX TRAFFIC MARKING PAINT, OR EQUA. W 11J W Q Z Q Z Q Z 1 TCH dE SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. i i i n i i irii D T R/F'P'' Fo'•. — No. AR 10100148 ; * _ STATE OF HDIANP: \.\ q'C H Z E ` iii zr jt s. F t rr, ¢t MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: ADDENDA #2 drawn: checked: date: comm. no.: 2-13-2015 1401808 ENLARGED PARTIAL UNIT C i Bid/Permit/ Construction Set 2-13-2015 UNIT F CONTINUED ON A805 EXIT CORRIDOR C o , c, c « r> G.M. BACKROOM I 1 e SYMBOL LEGEND FT101 NHITE VCT TILE CN101 RE-SEAL NEWLY EXPOSED CONCRETE FT102 CREAM VCT TILE CN102 CURING & HARDENING CONCRETE FT103 gROWN VCT TI E CP101 CARPET FT104 VT TILE (PLANK) CP102 CARPET TILE FT107 NONSLIP VCT TI E MA101 rNALK OFF MAT FT117 @ NSLIP VCT TILE EXIST. EXIST. FLOORING TO FLORAL REMAIN FT111 RESIN F OORING GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 11 12 13 14 REFER TO ROOM FINISH SCHEDU E FOR MORE FINISH INFORMATION AND DETAILS 1-5/A603 AND 1-2/A806. PROVIDE STAIN ESS STEE TRANSITION STRIPS AND FASTENERS AT ALL VCT F OORING EDGES ADJACENT TO EXPOSED CONCRETE SLABS OR RESINOUS FLOORING AREAS REFER TO MEIJER "Q" DRAWINGS FOR EQUIPMENT/CASE LAYOUT.SEE A800 SERIES SHEETS FOR ENLARGED DETAILS OF RESILIENT FLOOR PATTERNS. ALL VCT TO BE LAID OUT IN INEAR PATTERN ORIENTED RIGHT TO EFT ON PLAN THROUGHOUT ENTIRE PROJECT. TAKE SPECIAL CARE TO PREPARE THE EXISTING FLOOR AT TROUBLESOME AREAS SUCH AS AT THE EXISTWG ELECTRICAL TRENCH, AND WHERE THE CONCRETE FLOOR IS TO BE CUT FOR NEW PLUMBING. PATCH, GRIND, OR TAPER EXISTING SURFACE TO ACHIEVE A SMOOTH SURFACE IN REPARATION FOR NEW FINISHES - REFER TO SPEC SECTION 03300, PART 3 FOR F OOR LEVELNESS TOLERANCES REQUIRED. ALL TI E DIMENSIONS ARE APPROXIMATE. PLACEMENT OF TILE SHOULD BE TO THE NEAREST FULL TI E. DO NOT CUT SLIVER TILES ESS THAN 3" WIDE ON 12" VCT OR 4" ON VT. DOUBLE CUT NEXT FULL TI E IF REQUIRED TO MAINTAIN SPACING AT PERIMETER OR TRANSITIONS. GRIND DOWN AND APPLY SKIM COAT ARDEX FLOOR LEVE ING AT ALL NEW TO EXISTING SLAB CUTS, AND OTHER EXISTING FLOOR DEFECTS THROUGH OUT ENTIRE AREA TO RECEIVE NEW VCT OR LVT FINISHES FOR RESINOUS FLOORING APP ICATION OVER EXISTING CONCRETE: REFER TO DEMO FOR REMOVA OF EXISTING F OORING MATERIALS I.E. THINSET C.T., VCT, CARPET OR SHEET FLOORING) C EAN AND PREP EXPOSED CONCRETE SURFACES AS SPECIFIED BY RESINOUS SYSTEM MANUFACTURER. FOR RESINOUS FLOORING APP ICATION OVER EXISTING CERAMIC TILE NOTED TO REMAIN: CLEAN EXISTING TILE & GROUT. SCARIFY EXISTING C.T. TILE SURFACE. APPLY MANUFACTURER APPROVED UNDERLAYMENT TO EVEL TILE & GROUT. APP Y RESINOUS FLOOR. FOR NEWLY EXPOSED CONCRETE (CN101) SURFACES GRIND DOWN CONCRETE TO REMOVE AL MASTICS OR THIN SET MORTAR REMNANTS. APPLY NEW SEA ER COAT. APPLY FLOOR SEALER OVER ALL NEWLY POURED CONCRETE PATCHES THROUGHOUT STORE. APP Y CURING AND HARDENING COMPOUND OVER ALL CONCRETE PATCHES IN REAR DOCK/RECEIVING/STORAGE ROOMS. APPLY NEW JOINT FILLER TO ALL SAWCUT OVERAGES AT FLOOR PATCHES. IN AL NEW COOLER/FREEZER OCATIONS ON EXISTING CONCRETE TO REMAIN GRIND FLOOR TO REMOVE IMPERFECTIONS. REPLACE ANY JOINT FIL ER MATERIA AND APPLY NEW CONCRETE SEALER, AND NEW JOINT FI ER. F OORING CONTRACTOR TO PROVIDE VCT OVER REFRIGERATION PIT ACCESS COVERS IN SA ES AREAS (FT101), REFRIGERATION CONTRACTOR TO PROVIDE DIAMOND PLATE OVER PIT COVERS IN ANY RESINOUS FLOOR AREAS. FOR AREAS NOTED TO HAVE HAZARD YELLOW STRIPPING MARKS. WHERE PAINTING OVER EXISTING DUPLICATE EXISTING WIDTHS AND PATTERNS. WHERE NEW, PAINT 4" WIDE STRIPES AT 12" O.C. AT 45° PATTERN TO PATH OF TRAVEL. GIVEN STORE'S CONTINUA OPERATION DURING REMODEL, USE FAST SETTING TRAFFIC MARKING PAINT SUCH AS "SET FAST" WATERBORNE ACRYLIC ATEX TRAFFIC MARKING PAINT, OR EQUA. Q—° IW 'L11 ti—'IW Z Q Z Q Z TCH dE SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. i i i n i i irii D T R/F'P'' Fo'•. — No. AR 10100148 ; * _ STATE OF HDIANP: \.\ q'C H Z E ` iii zr jt s. F t rr, ¢t MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: ADDENDA #2 drawn: checked: date: comm. no.: 2-13-2015 1401808 ENLARGED PARTIAL Bid/Permit/ Construction Set 2-13-2015 UNIT H CONTINUED ON A807 - ' UNIT G CONTINUED ON A806 UNIT F CONTINUED ON A805 I N UNIT D CONTINUED ON A803 UNIT C CONTINUED ON A802 TRANSITION STRIP - SEE A603 SYMBOL LEGEND FT101 NHITE VCT TILE CN101 RE-SEAL NEWLY EXPOSED CONCRETE FT102 CREAM VCT TILE CN102 CURING & HARDENING CONCRETE FT103 gROWN VCT TI E CP101 CARPET FT104 VT TILE (PLANK) CP102 CARPET TILE FT107 NONSLIP VCT TI E MA101 rNALK OFF MAT FT117 @ NSLIP VCT TILE EXIST. EXIST. FLOORING TO FLORAL REMAIN FT111 RESIN F OORING GENERAL NOTES 3 4. 5. 6. 7. 8. 9. 10 11 12 13 14 REFER TO ROOM FINISH SCHEDU E FOR MORE FINISH INFORMATION AND DETAILS 1-5/A603 AND 1-2/A806. PROVIDE STAIN ESS STEE TRANSITION STRIPS AND FASTENERS AT ALL VCT F OORING EDGES ADJACENT TO EXPOSED CONCRETE SLABS OR RESINOUS FLOORING AREAS REFER TO MEIJER "Q" DRAWINGS FOR EQUIPMENT/CASE LAYOUT.SEE A800 SERIES SHEETS FOR ENLARGED DETAILS OF RESILIENT FLOOR PATTERNS. ALL VCT TO BE LAID OUT IN INEAR PATTERN ORIENTED RIGHT TO EFT ON PLAN THROUGHOUT ENTIRE PROJECT. TAKE SPECIAL CARE TO PREPARE THE EXISTING FLOOR AT TROUBLESOME AREAS SUCH AS AT THE EXISTWG ELECTRICAL TRENCH, AND WHERE THE CONCRETE FLOOR IS TO BE CUT FOR NEW PLUMBING. PATCH, GRIND, OR TAPER EXISTING SURFACE TO ACHIEVE A SMOOTH SURFACE IN REPARATION FOR NEW FINISHES - REFER TO SPEC SECTION 03300, PART 3 FOR F OOR LEVELNESS TOLERANCES REQUIRED. ALL TI E DIMENSIONS ARE APPROXIMATE. PLACEMENT OF TILE SHOULD BE TO THE NEAREST FULL TI E. DO NOT CUT SLIVER TILES ESS THAN 3" WIDE ON 12" VCT OR 4" ON VT. DOUBLE CUT NEXT FULL TI E IF REQUIRED TO MAINTAIN SPACING AT PERIMETER OR TRANSITIONS. GRIND DOWN AND APPLY SKIM COAT ARDEX FLOOR LEVE ING AT ALL NEW TO EXISTING SLAB CUTS, AND OTHER EXISTING FLOOR DEFECTS THROUGH OUT ENTIRE AREA TO RECEIVE NEW VCT OR LVT FINISHES FOR RESINOUS FLOORING APP ICATION OVER EXISTING CONCRETE: REFER TO DEMO FOR REMOVA OF EXISTING F OORING MATERIALS I.E. THINSET C.T., VCT, CARPET OR SHEET FLOORING) C EAN AND PREP EXPOSED CONCRETE SURFACES AS SPECIFIED BY RESINOUS SYSTEM MANUFACTURER. FOR RESINOUS FLOORING APP ICATION OVER EXISTING CERAMIC TILE NOTED TO REMAIN: CLEAN EXISTING TILE & GROUT. SCARIFY EXISTING C.T. TILE SURFACE. APPLY MANUFACTURER APPROVED UNDERLAYMENT TO EVEL TILE & GROUT. APP Y RESINOUS FLOOR. FOR NEWLY EXPOSED CONCRETE (CN101) SURFACES GRIND DOWN CONCRETE TO REMOVE AL MASTICS OR THIN SET MORTAR REMNANTS. APPLY NEW SEA ER COAT. APPLY FLOOR SEALER OVER ALL NEWLY POURED CONCRETE PATCHES THROUGHOUT STORE. APP Y CURING AND HARDENING COMPOUND OVER ALL CONCRETE PATCHES IN REAR DOCK/RECEIVING/STORAGE ROOMS. APPLY NEW JOINT FILLER TO ALL SAWCUT OVERAGES AT FLOOR PATCHES. IN AL NEW COOLER/FREEZER OCATIONS ON EXISTING CONCRETE TO REMAIN GRIND FLOOR TO REMOVE IMPERFECTIONS. REPLACE ANY JOINT FIL ER MATERIA AND APPLY NEW CONCRETE SEALER, AND NEW JOINT FI ER. F OORING CONTRACTOR TO PROVIDE VCT OVER REFRIGERATION PIT ACCESS COVERS IN SA ES AREAS (FT101), REFRIGERATION CONTRACTOR TO PROVIDE DIAMOND PLATE OVER PIT COVERS IN ANY RESINOUS FLOOR AREAS. FOR AREAS NOTED TO HAVE HAZARD YELLOW STRIPPING MARKS. WHERE PAINTING OVER EXISTING DUPLICATE EXISTING WIDTHS AND PATTERNS. WHERE NEW, PAINT 4" WIDE STRIPES AT 12" O.C. AT 45° PATTERN TO PATH OF TRAVEL. GIVEN STORE'S CONTINUA OPERATION DURING REMODEL, USE FAST SETTING TRAFFIC MARKING PAINT SUCH AS "SET FAST" WATERBORNE ACRYLIC ATEX TRAFFIC MARKING PAINT, OR EQUA. W 11J W Q Z Q Z Q Z TCH dE SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.SC,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ US.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. i iriii iD. M '%, C, G\ S t fRF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. ii iii zr jt s. F t rr, ¢t MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: drawn: checked: date: comm. no.: 2-13-2015 1401808 ENLARGED PARTIAL Bid/Permit/ Construction Set 2-13-2015 UNIT H CONTINUEI ON A807 UNIT G CONTINUEI ON A806 G.M. BACKROOM EXIT CORRIDOR B, i G.M. BACKROOM l SYMBOL LEGEND FT101 NHITE VCT TILE CN101 RE-SEAL NEWLY EXPOSED CONCRETE FT102 CREAM VCT TILE CN102 CURING & HARDENING CONCRETE FT103 gROWN VCT TI E CP101 CARPET FT104 VT TILE (PLANK) CP102 CARPET TILE FT107 NONSLIP VCT TI E MA101 rNALK OFF MAT FT117 @ NSLIP VCT TILE EXIST. EXIST. FLOORING TO FLORAL REMAIN FT111 RESIN F OORING GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 11 12 13 14 REFER TO ROOM FINISH SCHEDU E FOR MORE FINISH INFORMATION AND DETAILS 1-5/A603 AND 1-2/A806. PROVIDE STAIN ESS STEE TRANSITION STRIPS AND FASTENERS AT ALL VCT F OORING EDGES ADJACENT TO EXPOSED CONCRETE SLABS OR RESINOUS FLOORING AREAS REFER TO MEIJER "Q" DRAWINGS FOR EQUIPMENT/CASE LAYOUT.SEE A800 SERIES SHEETS FOR ENLARGED DETAILS OF RESILIENT FLOOR PATTERNS. ALL VCT TO BE LAID OUT IN INEAR PATTERN ORIENTED RIGHT TO EFT ON PLAN THROUGHOUT ENTIRE PROJECT. TAKE SPECIAL CARE TO PREPARE THE EXISTING FLOOR AT TROUBLESOME AREAS SUCH AS AT THE EXISTWG ELECTRICAL TRENCH, AND WHERE THE CONCRETE FLOOR IS TO BE CUT FOR NEW PLUMBING. PATCH, GRIND, OR TAPER EXISTING SURFACE TO ACHIEVE A SMOOTH SURFACE IN REPARATION FOR NEW FINISHES - REFER TO SPEC SECTION 03300, PART 3 FOR F OOR LEVELNESS TOLERANCES REQUIRED. ALL TI E DIMENSIONS ARE APPROXIMATE. PLACEMENT OF TILE SHOULD BE TO THE NEAREST FULL TI E. DO NOT CUT SLIVER TILES ESS THAN 3" WIDE ON 12" VCT OR 4" ON VT. DOUBLE CUT NEXT FULL TI E IF REQUIRED TO MAINTAIN SPACING AT PERIMETER OR TRANSITIONS. GRIND DOWN AND APPLY SKIM COAT ARDEX FLOOR LEVE ING AT ALL NEW TO EXISTING SLAB CUTS, AND OTHER EXISTING FLOOR DEFECTS THROUGH OUT ENTIRE AREA TO RECEIVE NEW VCT OR LVT FINISHES FOR RESINOUS FLOORING APP ICATION OVER EXISTING CONCRETE: REFER TO DEMO FOR REMOVA OF EXISTING F OORING MATERIALS I.E. THINSET C.T., VCT, CARPET OR SHEET FLOORING) C EAN AND PREP EXPOSED CONCRETE SURFACES AS SPECIFIED BY RESINOUS SYSTEM MANUFACTURER. FOR RESINOUS FLOORING APP ICATION OVER EXISTING CERAMIC TILE NOTED TO REMAIN: CLEAN EXISTING TILE & GROUT. SCARIFY EXISTING C.T. TILE SURFACE. APPLY MANUFACTURER APPROVED UNDERLAYMENT TO EVEL TILE & GROUT. APP Y RESINOUS FLOOR. FOR NEWLY EXPOSED CONCRETE (CN101) SURFACES GRIND DOWN CONCRETE TO REMOVE AL MASTICS OR THIN SET MORTAR REMNANTS. APPLY NEW SEA ER COAT. APPLY FLOOR SEALER OVER ALL NEWLY POURED CONCRETE PATCHES THROUGHOUT STORE. APP Y CURING AND HARDENING COMPOUND OVER ALL CONCRETE PATCHES IN REAR DOCK/RECEIVING/STORAGE ROOMS. APPLY NEW JOINT FILLER TO ALL SAWCUT OVERAGES AT FLOOR PATCHES. IN AL NEW COOLER/FREEZER OCATIONS ON EXISTING CONCRETE TO REMAIN GRIND FLOOR TO REMOVE IMPERFECTIONS. REPLACE ANY JOINT FIL ER MATERIA AND APPLY NEW CONCRETE SEALER, AND NEW JOINT FI ER. F OORING CONTRACTOR TO PROVIDE VCT OVER REFRIGERATION PIT ACCESS COVERS IN SA ES AREAS (FT101), REFRIGERATION CONTRACTOR TO PROVIDE DIAMOND PLATE OVER PIT COVERS IN ANY RESINOUS FLOOR AREAS. FOR AREAS NOTED TO HAVE HAZARD YELLOW STRIPPING MARKS. WHERE PAINTING OVER EXISTING DUPLICATE EXISTING WIDTHS AND PATTERNS. WHERE NEW, PAINT 4" WIDE STRIPES AT 12" O.C. AT 45° PATTERN TO PATH OF TRAVEL. GIVEN STORE'S CONTINUA OPERATION DURING REMODEL, USE FAST SETTING TRAFFIC MARKING PAINT SUCH AS "SET FAST" WATERBORNE ACRYLIC ATEX TRAFFIC MARKING PAINT, OR EQUA. W 11J W Q Z Q Z Q Z TCH dE SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. i iriii iD. M '%, C, G\ S t f RF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. ii iii zr jt s. F t rr, ¢t MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: drawn: checked: date: comm. no.: 2-13-2015 1401808 ENLARGED PARTIAL Bid/Permit/ Construction Set 2-13-2015 1 UNIT H UNIT F CONTINUED CONTINUED SYMBOL LEGEND FT101 NHITE VCT TILE CN101 RE-SEAL NEWLY EXPOSED CONCRETE FT102 CREAM VCT TILE CN102 CURING & HARDENING CONCRETE FT103 gROWN VCT TI E CP101 CARPET FT104 VT TILE (PLANK) CP102 CARPET TILE FT107 NONSLIP VCT TI E MA101 rNALK OFF MAT FT117 @ NSLIP VCT TILE EXIST. EXIST. FLOORING TO FLORAL REMAIN FT111 RESIN F OORING GENERAL NOTES A603 3 4. 5. 6. 7. 8. 9. 10 11 12 13 14 REFER TO ROOM FINISH SCHEDU E FOR MORE FINISH INFORMATION AND DETAILS 1-5/A603 AND 1-2/A806. PROVIDE STAIN ESS STEE TRANSITION STRIPS AND FASTENERS AT ALL VCT F OORING EDGES ADJACENT TO EXPOSED CONCRETE SLABS OR RESINOUS FLOORING AREAS REFER TO MEIJER "Q" DRAWINGS FOR EQUIPMENT/CASE LAYOUT.SEE A800 SERIES SHEETS FOR ENLARGED DETAILS OF RESILIENT FLOOR PATTERNS. ALL VCT TO BE LAID OUT IN INEAR PATTERN ORIENTED RIGHT TO EFT ON PLAN THROUGHOUT ENTIRE PROJECT. TAKE SPECIAL CARE TO PREPARE THE EXISTING FLOOR AT TROUBLESOME AREAS SUCH AS AT THE EXISTWG ELECTRICAL TRENCH, AND WHERE THE CONCRETE FLOOR IS TO BE CUT FOR NEW PLUMBING. PATCH, GRIND, OR TAPER EXISTING SURFACE TO ACHIEVE A SMOOTH SURFACE IN REPARATION FOR NEW FINISHES - REFER TO SPEC SECTION 03300, PART 3 FOR F OOR LEVELNESS TOLERANCES REQUIRED. ALL TI E DIMENSIONS ARE APPROXIMATE. PLACEMENT OF TILE SHOULD BE TO THE NEAREST FULL TI E. DO NOT CUT SLIVER TILES ESS THAN 3" WIDE ON 12" VCT OR 4" ON VT. DOUBLE CUT NEXT FULL TI E IF REQUIRED TO MAINTAIN SPACING AT PERIMETER OR TRANSITIONS. GRIND DOWN AND APPLY SKIM COAT ARDEX FLOOR LEVE ING AT ALL NEW TO EXISTING SLAB CUTS, AND OTHER EXISTING FLOOR DEFECTS THROUGH OUT ENTIRE AREA TO RECEIVE NEW VCT OR LVT FINISHES FOR RESINOUS FLOORING APP ICATION OVER EXISTING CONCRETE: REFER TO DEMO FOR REMOVA OF EXISTING F OORING MATERIALS I.E. THINSET C.T., VCT, CARPET OR SHEET FLOORING) C EAN AND PREP EXPOSED CONCRETE SURFACES AS SPECIFIED BY RESINOUS SYSTEM MANUFACTURER. FOR RESINOUS FLOORING APP ICATION OVER EXISTING CERAMIC TILE NOTED TO REMAIN: CLEAN EXISTING TILE & GROUT. SCARIFY EXISTING C.T. TILE SURFACE. APPLY MANUFACTURER APPROVED UNDERLAYMENT TO EVEL TILE & GROUT. APP Y RESINOUS FLOOR. FOR NEWLY EXPOSED CONCRETE (CN101) SURFACES GRIND DOWN CONCRETE TO REMOVE AL MASTICS OR THIN SET MORTAR REMNANTS. APPLY NEW SEA ER COAT. APPLY FLOOR SEALER OVER ALL NEWLY POURED CONCRETE PATCHES THROUGHOUT STORE. APP Y CURING AND HARDENING COMPOUND OVER ALL CONCRETE PATCHES IN REAR DOCK/RECEIVING/STORAGE ROOMS. APPLY NEW JOINT FILLER TO ALL SAWCUT OVERAGES AT FLOOR PATCHES. IN AL NEW COOLER/FREEZER OCATIONS ON EXISTING CONCRETE TO REMAIN GRIND FLOOR TO REMOVE IMPERFECTIONS. REPLACE ANY JOINT FIL ER MATERIA AND APPLY NEW CONCRETE SEALER, AND NEW JOINT FI ER. F OORING CONTRACTOR TO PROVIDE VCT OVER REFRIGERATION PIT ACCESS COVERS IN SA ES AREAS (FT101), REFRIGERATION CONTRACTOR TO PROVIDE DIAMOND PLATE OVER PIT COVERS IN ANY RESINOUS FLOOR AREAS. FOR AREAS NOTED TO HAVE HAZARD YELLOW STRIPPING MARKS. WHERE PAINTING OVER EXISTING DUPLICATE EXISTING WIDTHS AND PATTERNS. WHERE NEW, PAINT 4" WIDE STRIPES AT 12" O.C. AT 45° PATTERN TO PATH OF TRAVEL. GIVEN STORE'S CONTINUA OPERATION DURING REMODEL, USE FAST SETTING TRAFFIC MARKING PAINT SUCH AS "SET FAST" WATERBORNE ACRYLIC ATEX TRAFFIC MARKING PAINT, OR EQUA. W 11.1 —'W Q Z Q Z Q Z TCH dE SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.SC,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ US.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. i iriii iD. M '%, C, G\ S t fRF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. ii iii zr jt s. F t rr, ¢t MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: drawn: checked: date: comm. no.: 2-13-2015 1401808 ENLARGED PARTIAL Bid/Permit/ Construction Set 2-13-2015 na n_nn _na n_nn _na n_nn _na TYPICAL ACCENT TILE PATTERN IN SA ES AREA SCALE: 1/8" = 1'-0" I SYMBOL LEGEND FT101 NHITE VCT TILE CN101 RE-SEAL NEWLY EXPOSED CONCRETE FT102 CREAM VCT TILE CN102 CURING & HARDENING CONCRETE FT103 gROWN VCT TI E CP101 CARPET FT104 VT TILE (PLANK) CP102 CARPET TILE FT107 NONSLIP VCT TI E MA101 rNALK OFF MAT FT117 @ NSLIP VCT TILE EXIST. EXIST. FLOORING TO FLORAL REMAIN FT111 RESIN F OORING GENERAL NOTES 3 4. 5. 6. 7. 8. 9. 10 11 12 13 14 REFER TO ROOM FINISH SCHEDU E FOR MORE FINISH INFORMATION AND DETAILS 1-5/A603 AND 1-2/A806. PROVIDE STAIN ESS STEE TRANSITION STRIPS AND FASTENERS AT ALL VCT F OORING EDGES ADJACENT TO EXPOSED CONCRETE SLABS OR RESINOUS FLOORING AREAS REFER TO MEIJER "Q" DRAWINGS FOR EQUIPMENT/CASE LAYOUT.SEE A800 SERIES SHEETS FOR ENLARGED DETAILS OF RESILIENT FLOOR PATTERNS. ALL VCT TO BE LAID OUT IN INEAR PATTERN ORIENTED RIGHT TO EFT ON PLAN THROUGHOUT ENTIRE PROJECT. TAKE SPECIAL CARE TO PREPARE THE EXISTING FLOOR AT TROUBLESOME AREAS SUCH AS AT THE EXISTWG ELECTRICAL TRENCH, AND WHERE THE CONCRETE FLOOR IS TO BE CUT FOR NEW PLUMBING. PATCH, GRIND, OR TAPER EXISTING SURFACE TO ACHIEVE A SMOOTH SURFACE IN REPARATION FOR NEW FINISHES - REFER TO SPEC SECTION 03300, PART 3 FOR F OOR LEVELNESS TOLERANCES REQUIRED. ALL TI E DIMENSIONS ARE APPROXIMATE. PLACEMENT OF TILE SHOULD BE TO THE NEAREST FULL TI E. DO NOT CUT SLIVER TILES ESS THAN 3" WIDE ON 12" VCT OR 4" ON VT. DOUBLE CUT NEXT FULL TI E IF REQUIRED TO MAINTAIN SPACING AT PERIMETER OR TRANSITIONS. GRIND DOWN AND APPLY SKIM COAT ARDEX FLOOR LEVE ING AT ALL NEW TO EXISTING SLAB CUTS, AND OTHER EXISTING FLOOR DEFECTS THROUGH OUT ENTIRE AREA TO RECEIVE NEW VCT OR LVT FINISHES FOR RESINOUS FLOORING APP ICATION OVER EXISTING CONCRETE: REFER TO DEMO FOR REMOVA OF EXISTING F OORING MATERIALS I.E. THINSET C.T., VCT, CARPET OR SHEET FLOORING) C EAN AND PREP EXPOSED CONCRETE SURFACES AS SPECIFIED BY RESINOUS SYSTEM MANUFACTURER. FOR RESINOUS FLOORING APP ICATION OVER EXISTING CERAMIC TILE NOTED TO REMAIN: CLEAN EXISTING TILE & GROUT. SCARIFY EXISTING C.T. TILE SURFACE. APPLY MANUFACTURER APPROVED UNDERLAYMENT TO EVEL TILE & GROUT. APP Y RESINOUS FLOOR. FOR NEWLY EXPOSED CONCRETE (CN101) SURFACES GRIND DOWN CONCRETE TO REMOVE AL MASTICS OR THIN SET MORTAR REMNANTS. APPLY NEW SEA ER COAT. APPLY FLOOR SEALER OVER ALL NEWLY POURED CONCRETE PATCHES THROUGHOUT STORE. APP Y CURING AND HARDENING COMPOUND OVER ALL CONCRETE PATCHES IN REAR DOCK/RECEIVING/STORAGE ROOMS. APPLY NEW JOINT FILLER TO ALL SAWCUT OVERAGES AT FLOOR PATCHES. IN AL NEW COOLER/FREEZER OCATIONS ON EXISTING CONCRETE TO REMAIN GRIND FLOOR TO REMOVE IMPERFECTIONS. REPLACE ANY JOINT FIL ER MATERIA AND APPLY NEW CONCRETE SEALER, AND NEW JOINT FI ER. F OORING CONTRACTOR TO PROVIDE VCT OVER REFRIGERATION PIT ACCESS COVERS IN SA ES AREAS (FT101), REFRIGERATION CONTRACTOR TO PROVIDE DIAMOND PLATE OVER PIT COVERS IN ANY RESINOUS FLOOR AREAS. FOR AREAS NOTED TO HAVE HAZARD YELLOW STRIPPING MARKS. WHERE PAINTING OVER EXISTING DUPLICATE EXISTING WIDTHS AND PATTERNS. WHERE NEW, PAINT 4" WIDE STRIPES AT 12" O.C. AT 45° PATTERN TO PATH OF TRAVEL. GIVEN STORE'S CONTINUA OPERATION DURING REMODEL, USE FAST SETTING TRAFFIC MARKING PAINT SUCH AS "SET FAST" WATERBORNE ACRYLIC ATEX TRAFFIC MARKING PAINT, OR EQUA. SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SHUI.TZINC. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. i iriii iD. M '%, C, G\ S t f RF''' No. AR 10100148 * _ STATE OF DIANP: \ 9RCH..c! \\,. ii iii zr jt s. F t rr, ¢t MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: drawn: checked: date: comm. no.: 2-13-2015 1401808 ENLARGED PARTIAL UNIT H Bid/Permit/ Construction Set 2-13-2015 NotesHardcopyisintendedtobe30x42whenplottedScalesindicatedandgraphicqualitymaynotbeaccurateforanyothersizeDatePROJECTNOSHEETNO p: 616.285.6933 f: 616.285.8001 1090 36th Street SE, Ste. 620 Grand Rapids, MI 49508 Meijer Store #130 1424 West Carmel Drive Carmel, Indiana 46032 GFXINTERNATIONALBARRONBlvdGrayslakeIL60030A9001845140878 OFFICE DESK OFFICE DESK OFFICEDESK181818 18 181818184561231098726272829 6666 18 E EEEEEEEEEE E EEEEE E E E E E E E EEEEEEEEEEEERRR REEEEEEEEEERRRRRRRR R 232221201918171615141311122524R 1818 TOYS EXITEXIT RECEIVING RECEIVINGEXITGROCERYBACKROOMGROCERYBACKROOMEMERGENCYEXITGRADELEVELRECEIVINGBALETRAILERTRUCKWELLDAIRYRECEIVINGTRUCKWELLGMRECEIVINGTRUCKWELLSROOMMETERELECPADROOMELECCOMPRESSORROOMPRODUCERECEIVINGTRUCKWELLMEATRECEIVINGTRUCKWELLGROCERYRECEIVINGTRUCKWELLEMERGENCYEXITPRODUCEPREPCOOLER30X16 PRODUCE PREP 14' X 21' PRODUCECOOLER30X20 FREEZER24X34 SEAFOODCOOLER MEATCOOLER MEATFREEZER DAIRYCOOLER82X20BAKERY21x2523x408x12PRODUCEDELIPRODUCEFRESHROOM14X14EMERGENCYEXIT SCHOOL/HOME OFFICE ELECTRONICS BOOKS/MAGAZINES M E N W O M E N SERVICEMANAGERBLDGSERV BUILDINGSERVICES BREAKROOMCOATROOM CKROOMSTEAMCENTER PREV. LOSS LINES MGR. MEATPREPMEATICECREAMFREEZER20X34ICESALTICEAPOFFICEFAMILYRESTROOM STOREUSE GROCERYBACKROOMGMBACKROOMGMBACKROOMHOMEHOMEHOME HOME BABYCENTERGREETINGCARDSFLORAL MENS HOME ACCESSORIES ACTIVE SLEEP WOMENS COOLERDELICOOLER16X20 PETS FRESHPREPCOOLER14X20CHICKENCOOLER9X14CUSTOMERSERVICEGMENTRY24HOURENTRY 155DOORFROZENFOODFACILITIESMAINTENANCESERVICESROOMCUSTOMERCONVENIENCEENTRYCARTSBAKERYFREEZER35X12CARTS STARBUCKS WOMENS 6' AISLE PLUS BULKFOODBACKROOM MENWOMENCASHOFFICEVAULTCOUNTROOMNSENS SCHOOL/HOMEOFFICE SHOES KIDS KIDSSOCKSINTIMATEINTIMATESEASONALV17031V17031V17041V17040170101BAF V10104V10103WMB01VCC6AHWP0X3 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shmeat EQ fresh seafood" 137 19'-11" 2710 19'-11" 141 19'-11" 110 19'-11" 1451010 1'-9" 110145 2'-2" 2'-2" 1010 5'-10" 84 5'-10" 17'-3" 2710 87 17'-3" 158 15'-7" 44 3'-11" 137FINISHPACKAGESIGNAGELOCATIONFLOORPLANS5301WPS5302WPS5303WPVIFVIFVIFrestroomsVSC1003customerserviceVSC1810FITTINGROOM01005ABOVMP01L1380WallpaperbeginshereWallpaperendshereWallpaperbeginshereWallpaperendshereVMP01L2656GENERALNOTESINSTALLEDSIGNSSHALLBECLEANANDFREEOFDUSTFINGERPRINTSADHESIVESMEARSETCREFERTOMEIJERSIGNMANUALMSMFORBASICSIGNAGELOCATIONSNOTESSPECIFICATIONSPHOTOSANDINSTALLATIONDETAILSISTATIONFIXTUREANDSIGNAGEINSTALLEDBYGFXPowerPoleinstaleldbyotherTAGSFORGENERALLOCATIONSSEEMEIJERSIGNAGEMANUALMSMFORPHOTOADDITIONALINSTALLMOUNTINGHARDWAREANDDETAILSSYMBOLLEGENDDEPARTMENTSIGNGROCERYTRIANGLECHECKOUTLANTERNWAYFINDINGDIRECTIONALSNSNSIGNAGETEXTANDORGRAPHICSEEMEIJERSIGNAGEMANUALMSMANDSIGNAGECOUNTSONSHEETA904PERIMETERWALLPRIMARYSECONDARYGRAPHICREFERTOMSMANDSEEELEVATIONSFORLOCATIONXXXXLEVEL2SIGNAGESIGNAGEPACKAGEPROVIDEDBYGFX12121212REDPHONEFORSERVICEVERIFYLOCATIONSANDQUANTITYINFIELDVERIFYINFIELDV1002x6ROLLINGLADDER010TMx1SanitaryDisposableFootiesAvailableWHITEV1007Ax1V1007Bx1PleaseDisposeofUsedFootiesHereWHITEA901PLANNotesHardcopyisintendedtobe30x42whenplottedScalesindicatedandgraphicqualitymaynotbeaccurateforanyothersizeDatePROJECTNOSHEETNO p: 616.285.6933 f: 616.285.8001 1090 36th Street SE, Ste. 620 Grand Rapids, MI 49508 Meijer Store #130 1424 West Carmel Drive Carmel, Indiana 46032 GFXINTERNATIONALBARRONBlvdGrayslakeIL600301262015BidSetDrawings213201518451408782132015BIDSPERMITSCONSTRUCTION 181818 18 181818184561231098726272829 66 66 18 E EEEEEEEEEE E EEEEE E E E E E E E EEEEEEEEEEEERRR REEEEEEEEEERRRRRRRR R 9 2322212019181716151413 11122524R 18 TOYS EMERGENCYEXITEMERGENCYEXIT RECEIVING GRADELEVELRECEIVINGEMERGENCYEXITGROCERYBACKROOMGROCERYBACKROOMEMERGENCYEXITGRADELEVELRECEIVINGBALETRAILERTRUCKWELLDAIRYRECEIVINGTRUCKWELLGMRECEIVINGTRUCKWELLSMETERELECPADROOMELECCOMPRESSORROOMPRODUCERECEIVINGTRUCKWELLMEATRECEIVINGTRUCKWELLGROCERYRECEIVINGTRUCKWELLEMERGENCYEXITPRODUCEPREPCOOLER30X16 PRODUCE PREP 14' X 21' PRODUCECOOLER30X20 FREEZER24X34 SEAFOODCOOLER MEATCOOLER MEATFREEZER DAIRYCOOLER82X20BAKERY21x2523x408x12PRODUCEPRODUCEFRESHROOM14X14EMERGENCYEXITTRONICS BOOKS/MAGAZINES M E N W O M E N EMERGENCY EXIT SERVICEMANAGERBLDGSERV BUILDINGSERVICES BREAKROOMCOATROOMTEAMCENTERMEATPREPMEATVAULTICECREAMFREEZER20X34FOUNTAINEXPRESSICEAPOFFICEFAMILYRESTROOMSTOREUSE GROCERYBACKROOMOMGMBACKROOMHOMEHOMEHOME HOME BABYCENTERGREETINGCARDSFLORAL SHOES KIDS ACTIVE COOLERDELICOOLER16X20 PETS FRESHPREPCOOLER14X20CHICKENCOOLER9X14CUSTOMERSERVICE24HOURENTRY FACILITIESMAINTENANCESERVICESROOMCUSTOMERCONVENIENCEENTRY PALLETSKIDAREA80X23CARTSBAKERYFREEZER35X12CARTS STARBUCKS WOMENS BULKFOODBACKROOM MENWOMENSIGNAGELOCATIONFLOORPLAN1032A 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 1032AV1070F 1032AV1070FV1070F1032AX2X280WFMW67280WFMW67280WFMW67280WFMW67280WFMW67280WFMW672S11V1070PV1070CS11S11S11V1070R10D110D21008CV02134RE02135BEV1070S010122INXXCV1032A1032A1GENERALNOTESINSTALLEDSIGNSSHALLBECLEANANDFREEOFDUSTFINGERPRINTSADHESIVESMEARSETCREFERTOMEIJERSIGNMANUALMSMFORBASICSIGNAGELOCATIONSNOTESSPECIFICATIONSPHOTOSANDINSTALLATIONSDETAILSLEVEL2SIGNAGEBYGFXISTATIONFIXTUREANDSIGNAGEINSTALLEDBYGFXPOWERPOLEINSTALLEDBYOTHERTAGSFORGENERALLOCATIONSSEEMEIJERSIGNAGEMANUALMSMFORPHOTOADDITIONALINSTALLMOUNTINGHARDWAREANDDETAILS23456SYMBOLLEGENDSNSNSIGNAGETEXTANDORGRAPHICSEEMEIJERSIGNAGEMANUALMSMANDSIGNAGECOUNTSHEETA904COLUMNIDSEEMEIJERSIGNAGEMANUALMSMREFERTOMEIJERQSHEETSFORLOCATIONOFFIREEXTINGUISHERSANDREDPHONESCOLUMNIDTAPEBLACKVIF@TELEPHONECOLUMNIDTAPEREDVIF@FIREEXTINGUISHERVERIFYLOCATIONSANDQUANTITYINFIELDANDTURNSIGNSOVERTOLOSSPREVENTIONCONSTRUCTIONMANAGERVERIFYLOCATIONSANDQUANTITYINFIELDSORRYTEMPORARILYCLOSEDFORCLEANINGCHECKCASHINGPLASTICHOLDER2002WIK10x1GAIINSERTKIT7ALLENTRYDECALSTOBEINSTALLEDBYMEIJERC10TURNOVERSIGNAGEVERIFYINFIELD1071ABx11071ARx11014WEx417025x1BackroomFireextinguisher01007Ax12HandSanitizerAllotherFireExtinguishersV1074Ax25V1076x35TeamMemberUseOnlyrollingladderGS03x1 W O M E N VRR65VRR119 VRRM2VRRW2 VRRUH VRR142VRR60x1VRR69VRR119VRR60x1010122010122010122VRR65 VRR66MENSWOMENSVRRM2VRRW2VRR69VRR119VRR142VRR60x1VRR60x1VRR69VRR119010122010122VRR65VRR65VRR66A9022132015NotesHardcopyisintendedtobe30x42whenplottedScalesindicatedandgraphicqualitymaynotbeaccurateforanyothersizeDatePROJECTNOSHEETNO p: 616.285.6933 f: 616.285.8001 1090 36th Street SE, Ste. 620 Grand Rapids, MI 49508 Meijer Store #130 1424 West Carmel Drive Carmel, Indiana 46032 GFXINTERNATIONALBARRONBlvdGrayslakeIL600303GMENTRYRESTROOMSENLARGEDPLAN2ENTRYRESTROOMSENLARGEDPLAN1262015BidSetDrawings252015Correctionsmadeindrawing18451408782132015BIDSPERMITSCONSTRUCTION FRONTINTERIORELEVATION10A903 deli 181A903PonyBench12A903Phamayoma i onndSev i cs 1616 customerservice VSC1810GARDENCENTERINTERIORELEVATION16V1004BREARINTERIORELEVATION8A90316CERYRECIEVINGINTERIORELEVATIONcakesVSC1803VSC1802VSC1806VSC1805bakeryfreshmeatfreshseafood1616161636PHARMACYWAITINGAREAENLARGEDELEVATIONPharmacyInformationandServices1143114Center9panelinfoboardovertableCHAIRRAIL50DRIVETHRUPHARMACYHOURSPLEASERINGBELL22PHARMACYDRIVEUPVIEWFROMEXTERIORENLARGEDELEVATIONALIGNCENTEROFSIGNOVERCALLBUTTONONOUTSIDEOFBUILDINGPLACEINSIDEDRIVEUPWINDOWDRAWERPLACEFORBESTVISIBILITYOFDRIVER40303CUSTOMERSERVICEVIEWTOINSIDEFRONTWALLENLARGEDELEVATION16FUTUREEQUIPMENTcustomerserviceVSC1810WALL12164CUSTOMERSERVICEVIEWTOINSIDEMILLWORKENLARGEDELEVATIONMAILSLOTINSERTSUPPLIEDBYGFX5DENCENTERWALLllElevationEQEQ361616V1004Bmerservice7CUSTOMERSERVICEVIEWTOINSIDEPARTITIONWALLENLARGEDELEVATION50162132015A903NotesHardcopyisintendedtobe30x42whenplottedScalesindicatedandgraphicqualitymaynotbeaccurateforanyothersizeDatePROJECTNOSHEETNO p: 616.285.6933 f: 616.285.8001 1090 36th Street SE, Ste. 620 Grand Rapids, MI 49508 Meijer Store #130 1424 West Carmel Drive Carmel, Indiana 46032 GFXINTERNATIONALBARRONBlvdGrayslakeIL600301262015BidSetDrawings18451408782132015BIDSPERMITSCONSTRUCTION 8'-7"6'-0" cerealpowderedsoftdrinkspeanutbutterjelly 7'-2" 1 MEIJERSIGNAGEELEVATIONSENLARGEDELEVATION 10'-0" 10'-0" 10' A904 NotesHardcopyisintendedtobe30x42whenplottedScalesindicatedandgraphicqualitymaynotbeaccurateforanyothersizeDatePROJECTNOSHEETNO p: 616.285.6933 f: 616.285.8001 1090 36th Street SE, Ste. 620 Grand Rapids, MI 49508 Meijer Store #130 1424 West Carmel Drive Carmel, Indiana 46032 GFXINTERNATIONALBARRONBlvdGrayslakeIL6003012615BidSetDrawings1845140878 OFFICE DESK OFFICE DESK OFFICEDESK181818 18 181818184561231098726272829 66 66 18 E EEEEEEEEEE E EEEEE E E E E E E E EEEEEEEEEEEERRR REEEEEEEEEERRRRRRRR R 232221201918171615141311122524R 1818 TOYS EMERGENCYEXITEMERGENCYEXIT RECEIVING GRADELEVELRECEIVINGEMERGENCYEXITGROCERYBACKROOMGROCERYBACKROOMEMERGENCYEXITGRADELEVELRECEIVINGBALETRAILERTRUCKWELLDAIRYRECEIVINGTRUCKWELLGMRECEIVINGTRUCKWELLSROOMMETERELECPADROOMELECCOMPRESSORROOMPRODUCERECEIVINGTRUCKWELLMEATRECEIVINGTRUCKWELLGROCERYRECEIVINGTRUCKWELLEMERGENCYEXITPRODUCEPREPCOOLER30X16 PRODUCE PREP 14' X 21' PRODUCECOOLER30X20 FREEZER24X34 SEAFOODCOOLER MEATCOOLER MEATFREEZER DAIRYCOOLER82X20BAKERY21x2523x408x12PRODUCEDELIPRODUCEFRESHROOM14X14EMERGENCYEXITELECTRONICS BOOKS/MAGAZINES M E N W O M E N SERVICEMANAGERBLDGSERV BUILDINGSERVICES BREAKROOMCOATROOMTEAMCENTER SHOPPREV. LINES MGR. MEATPREPMEATICECREAMFREEZER20X34ICESALTICEAPOFFICEFAMILYRESTROOM STOREUSE GROCERYBACKROOMBACKROOMGMBACKROOMHOMEHOMEHOME HOME BABYCENTERGREETINGCARDSFLORAL HOME ACTIVE SLEEP WOMENS COOLERDELICOOLER16X20 PETS FRESHPREPCOOLER14X20CHICKENCOOLER9X14CUSTOMERSERVICEGMENTRY24HOURENTRY 155DOORFROZENFOODFACILITIESMAINTENANCESERVICESROOMCUSTOMERCONVENIENCEENTRYCARTSBAKERYFREEZER35X12CARTS STARBUCKS WOMENS 6' AISLE PLUS BULKFOODBACKROOM MENWOMENCASHOFFICEVAULTCOUNTROOM SCHOOL/HOME OFFICE SHOES KIDS KIDSSOCKSINTIMATEINTIMATEVCC0152VFC01 VFT01 x1VFH01x14VFHBR1 VFHBR2x4x11VMHBR3x7VMH03x1x46x16VFH01x60VFHBR1VFHBR2VPH01x484VPHBR2x8FINISHPACKAGESIGNAGELOCATIONFLOORPLAN VFH01X4VFHBR2X4x30x8VFH01x38VFHBR1VFHBR2x18x16VFH01x34VFHBR1VFHBR2VFH01x15VFHBR1VFHBR2x4x12VFH01x5VFHBR1VFHBR2x4x2x10x4VFH01x15VFHBR1VFHBR2x5x8VFH01x11VFHBR1VFHBR2x40x8VFH01x48VFHBR1VFHBR2VFH01x6VFHBR1VFHBR2x4x3VFH01x15VFHBR1VFHBR2x8x9x3x4VFH01x6VFHBR1VFHBR2H4x6VMHBR3x11VMH06x1VMHBR3x11VMH06x11GENERALNOTESINSTALLEDSIGNSANDHEADERCOMPONENTSSHALLBECLEANANDFREEOFDUSTFINGERPRINTSADHESIVESMEARSETCREFERTOMEIJERSIGNMANUALMSMFORBASICSIGNAGELOCATIONSNOTESSPECIFICATIONSPHOTOSANDINSTALLATIONSDETAILSLEVEL2SIGNAGEGFXISTATIONFIXTUREANDSIGNAGEINSTALLEDBYGFXTAGSFORGENERALLOCATIONSSEEMEIJERSIGNAGEMANUALMSMFORPHOTOADDITIONALINSTALLMOUNTINGHARDWAREANDDETAILS23456SYMBOLLEGENDSNSNSIGNAGETEXTANDORGRAPHICSEEMEIJERSIGNAGEMANUALMSMANDSIGNAGECOUNTSHEETA904COLUMNIDSEEMEIJERSIGNAGEMANUALMSMREFERTOMEIJERQSHEETSFORLOCATIONOFFIREEXTINGUISHERSANDREDPHONES7ALLENTRYDECALSTOBEINSTALLEDBYMEIJERVFH01VFHBR1VFHBR2FREEZERHEADERPANELFREEZERCENTERBRACKETFREEZERCORNERBRACKETVMH01LARGEBOXSTYLEMEATCASEHEADERKITVMHBR1MEATBOXSTYLELMOUNTINGBRACKETVMHBR2MEATBOXSTYLELCORNERBRACKETSMALLBOXSTYLEMEATCASEHEADERKITVMH0220ftBLADESTYLEMEATCASEHEADERKITBLADESTYLEFLATMOUNTINGBRACKETSVMH03VMHBR3CONVENIENCECENTERHEADERVCC01HBCBLUEHEADERHBCPINKHEADERHBCMIDDLEBRACKETVPH01VPHBR1VPHBR2VPH02HBCENDBRACKETHEADERPARTSLIST571461283415518212416163516ftBLADESTYLEMEATCASEHEADERKITVMH040EXTRALARGEMEATCASEHEADERKITVMH050FLORALHEADERVFC01FISHTANKHEADERVFT0111HBCLITHEADERVPH0342A9052132015NotesHardcopyisintendedtobe30x42whenplottedScalesindicatedandgraphicqualitymaynotbeaccurateforanyothersizeDatePROJECTNOSHEETNO p: 616.285.6933 f: 616.285.8001 1090 36th Street SE, Ste. 620 Grand Rapids, MI 49508 Meijer Store #130 1424 West Carmel Drive Carmel, Indiana 46032 GFXINTERNATIONALBARRONBlvdGrayslakeIL600301262015BidSetDrawings18451408782132015BIDSPERMITSCONSTRUCTION SALESAREAVRR60x1SIGNAGEPLANceStoreRPLAN GS14WEGS15WEGS14WE V1070FVRR60GS14WEVRR65VRR60x100191A01008CVGS05GSSW02x1GSSW11x1GSSW13x1INXXCVVRRW2VRRM2GS15WDVERIFYINFIELDVERIFYLOCATIONSANDQUANTITYINFIELDVENTPIPEALARMSIGNFIREEXTINGUISHERREDALUM6X6FIREEXTINGUISHERENGRAVEDWARROW6X6WHITE GENERALNOTESINSTALLEDSIGNSSHALLBECLEANANDFREEOFDUSTFINGERPRINTSADHESIVESMEARSETCTAGSFORGENERALLOCATIONSSEEMEIJERSIGNMANUALMSMFORPHOTOADDITIONALINSTALLMOUNTINGHARDWAREANDDETAILS1234EXTERIORHARDWAREUSESTAINLESSSTEELALUMINUMORHOTDIPPEDGALVANIZEDSTEELFOREXTERIORSIGNSUSELOWVOCADHESIVES5ALLSIGNSMUSTBEATTACHEDWITHMECHANICALFASTENERSORCONSTRUCTIONADHESIVENOTJUSTDOUBLESTICKTAPESIGNPACKAGEINSTALLATIONREQUIRESAESTHETICFINESSEPLEASECONTACTMEIJERDESIGNFORUNFORESEENORUNIQUEINSTALLATIONREQUIREMENTSASTHEYPRESENTTHEMSELVESALLADASIGNSTOBEINSTALLED60AFFTOCENTEROFSIGN3ADJACENTTODOORJAMBDONOTINSTALLSIGNDIRECTLYADJACENTTOFIXTUREEDGESORTRIMALLOWFORAMINIMUMOF1FORVSUALACUITY67GS12RAGS29GS12WEX5X1X5 MEIJERGASSTATIONS 4" 4'-6" (TYP) B RestroomELEVATION GSSW07x1VRRW2 VRRM2GSSW13x1DCheckoutELEVATIONGS30A910NotesHardcopyisintendedtobe30x42whenplottedScalesindicatedandgraphicqualitymaynotbeaccurateforanyothersizeDatePROJECTNOSHEETNO p: 616.285.6933 f: 616.285.8001 1090 36th Street SE, Ste. 620 Grand Rapids, MI 49508 Meijer Store #130 1424 West Carmel Drive Carmel, Indiana 46032 GFXINTERNATIONALBARRONBlvdGrayslakeIL600301845140878 OVERALLSITEPLAN SCALE160 OVERALLSITEPLAN SCALENTS SITELOCATIONMAPNORTHSTANDARDPARKINGSPACE95X20STOREPARKINGLOT857STANDARDSPACES24HANDICAPACCESSIBLESPACES881TOTALSPACESEXISTINGCARTCORRALS18CORRALSSTANDARDPARKINGSPACE95X20STOREPARKINGLOT857STANDARDSPACES24HANDICAPACCESSIBLESPACES881TOTALSPACESPROPOSEDCARTCORRALS18CORRALSEXISTING218919SFPROPOSED222607SFEXISTING2631SFPROPOSED2631SFGASGASSURVEYNOTEEXISTINGTOPOGRAPHYATBUILDINGISBASEDONTOPOGRAPHICSURVEYPROVIDEDBYGOULOFFJORDONSURVEYINGANDDESIGNJOB20140177DATED91914PROVIDEDTOSCHENKELSHULTZADDITIONALSITEINFORMATIONMERGEDWITHSURVEYWASPROVIDEDBYDESIGNDOCUMENTSSUPPLIEDTOSCHENKELSHULTZFROMMEIJERINCEXISTINGUTILITIESNOTEALLUTILITIESSHOWNAREAPPROXIMATELOCATIONSFROMFIELDDATAANDAVAILABLEINFORMATIONTHEYSHOULDNOTBEINTERPRETEDASEXACTLOCATIONSNORSHOULDTHEYBEASSUMEDTOBETHEONLYUTILITIESINTHEAREAFLOODNOTEPERTHEFLOODINSURANCEPROGRAMFLOODINSURANCERATEMAPNUMBER18057C0207GDATEDNOVEMBER192014THEPROJECTLIESINZONEXAREASDETERMINEDTOBEOUTSIDETHE02ANNUALCHANCEFLOODPLAIN 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111EastWayneStreetSuite555FortWayneIN46802voice2604249080fax2604241222schenkelshultzcomrevisionsCONFIDENTIALCOPYRIGHT2009SCHENKELSHULTZINCSEEWWWSCHENKELSHULTZCOMCOPYRIGHTFORPOLICYANDINFORMATIONPURSUANTTOSECTION102OFTHECOPYRIGHTACT17USCALLCONCEPTSIDEASDESIGNSARRANGEMENTSDRAWINGSANDPLANSINDICATEDORREPRESENTEDBYTHISDOCUMENTARECOPYRIGHTEDBYSCHENKELSHULTZINCASSUCHALLCONCEPTSIDEASDESIGNSARRANGEMENTSDRAWINGSANDPLANSINDICATEDORREPRESENTEDBYTHISDOCUMENTAREOWNEDBYANDTHEPROPERTYOFSCHENKELSHULTZANDWERECREATEDEVOLVEDAND9232576218612127661655101762531668625DISCLOSEDTOANYPERSONARCHITECTURALORENGINEERINGFIRMCONSTRUCTIONFIRMSUBCONTRACTINGFIRMSUPPLIERORCORPORATIONFORANYPURPOSEWHATSOEVERWITHOUTTHEWRITTENPERMISSIONOFSCHENKEL6871PURSUANTTOSECTION102OFTHECOPYRIGHTACT17USCPROTECTIONFORANARCHITECTURALWORKCREATEDASAWORKMADEFORHIREONORAFTERDECEMBER11990LASTSFOR95YEARSFROMTHEDATEOFPUBLICATIONOFTHEWORKORFOR120YEARSFROMTHEDATEOFCREATIONOFTHEUNPUBLISHEDPLANSWHICHEVERTERMISLESS511REPRODUCTIONHEREOFISACRIMINALOFFENSEUNDERSECTION102OFTHECOPYRIGHTACT17USC18USCSECUNAUTHORIZEDDISCLOSUREMAYCONSTITUTETRADESECRETMISAPPROPRIATIONINVIOLATIONOFIC242311ETSEQANDOTHER6THECONCEPTSIDEASDESIGNSARRANGEMENTSDRAWINGSANDPLANSDISCLOSEDARECOPYRIGHTEDANDHEREINMAYBEPATENTEDORBETHESUBJECTOFPENDINGPATENTAPPLICATIONANYONEVIOLATINGTHEINTENTOFTHISCOPYRIGHTPROTECTIONWILLBEPROSECUTEDTOTHEFULLEXTENTOFTHEFEDERALSTATEANDLOCALLAWS5771DIMENSIONSONTHESEDOCUMENTSSHALLHAVEPRECEDENCEOVERSCALE016216CONTRACTORSSHALLVERIFYANDBERESPONSIBLEFORALLDIMENSIONSANDCONDITIONSONTHEJOBANDTHISOFFICEMUSTBENOTIFIEDOFANYVARIATIONFROMTHEDIMENSIONSANDCONDITIONSSHOWNBYTHESE516SHOPDRAWINGS1257608676807772762255925352175721 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SCHENKELSHULTZARCHITECTUREdrawncheckeddatecommnoDLRMDR021320151401808MEIJERSTORE130MEIJERPROJECTJ1408781301424WCarmelDrCarmelIN460322015STOREREMODELwwwengineeringresourcesinccom11020DieboldRoadFortWayneIN46845Ph2604901025Fax2604901026BIDPERMITCONSTRUCTIONSET021920151ADDENDUM1022420152ADDENDUM2SITEDETAILSREMOVEWIREBASKETTREEWRAPFLEXIBLE2TO3FORMSAUCERSUBGRADEUNDISTURBEDDUOUSTREEPLANTINGWIDENYLONPLASTICSTRAPSOR12GAUGEWIREWITHPLANTPROTECTORSANDBURLAPANDLASHINGFROMUPPER13OFROOTBALLAROUNDPLANTPIT4WIDEx6HIGH2XTO3XROOTBALLDIAMETER6HARDWOODMULCHSTAKESTOEXTENDSUBGRADEUNDISTURBEDREMOVEWIREBASKETFORMSAUCERFLEXIBLE2TO3REUSEEXISTING2X2HARDWOODWIDENYLONPLASTICSTRAPSOR12GAUGEWIREWITHPLANTPROTECTORSAROUNDPLANTPIT4WIDEx6HIGHANDREMOVEBURLAPANDLASHINGFROMUPPER13OFROOTBALLALLPLANTSTOBENURSERYGROWNSTOCKINSOILSIMILARTOSITECONDITIONSSTAKESCEDARPOSTSORGALVANIZEDSTEELPOSTS2PERTREEFORLESSTHAN6FTHEIGHT3PERTREEFOR7FTHEIGHTORGREATERWITHWEEDBARRIERFABRICTAPERTO1DEPTHWITHIN12OFTRUNKPLANTINGPITSOILFORBACKFILL12BELOWPLANTPITINUNDISTURBEDSOIL2XTO3XROOTBALLDIAMETEREVERGREENTREEPLANTINGNTSA3COMPACTEDGRANULARMATERIALCASTIRONCLEANOUTZURNZ1402ORAPPROVEDEQUAL VARIES - SEE SITE UTILITY PLAN TYPCLEANOUTDETAIL 20x20x12CONCRETEPADGRADEORPAVINGSEWERMATLSIZEASSPECIFIEDNTSA5REUSEEXISTINGSUBGRADEUNDISTURBEDSCOREROOTBALLIFFORMSAUCERAROUNDTHINBRANCHESAND1212ALLPLANTSTOBENURSERYGROWNSTOCKINSOILSIMILARTOSITECONDITIONSFOLIAGENOTALLENDTIPSBY13RETAINNORMALPLANTSHAPEPLANTPIT4WIDEx6HIGHCONTAINERGROWNORREMOVEBURLAPANDLASHINGFROMUPPER13OFROOTBALLPLANTINGPITSOILFORBACKFILL6HARDWOODMULCHWITHWEEDBARRIERFABRICTAPERTO1DEPTHWITHIN12OFTRUNKMINMINSHRUBPLANTINGNTSA4 ITUMINOUSASPHALTAINAGEDWGASDERDRAINREFERTOPVMTTERSOCKATAGGREGATEDRAINSTONETOBOTTOMOFASPHALTPVMTTEDAGG 24" RELEGENDONSITEWG TOBEAPPLIEDALONGWALKSINFSTOREEPOXYCOATED34SMOOTHROUNDDOWEL12OCONESIDELUBRICATED12WIDEEXPANSIONJOINTWITHSEALANTRESERVOIRANDSEAL12DEEP d d / 2 (MIN.) 14MINEMBEDMENTLENGTH6MINEACHPANELNTSB2DOWELEDBUTTJOINT EXISTINGCONCRETEPAVEMENTPROPOSEDCONCRETEPAVEMENT 2DANDYBAGNTSB3PAVEMENTINLETPROTECTIONSECTIONAAPLANVIEWNOTEDUETOSITECONSTRAINTSTHEMINIMUMINTERIORDIMENSIONMAYBEADJUSTEDTOFITTHESITEAA 10'-8" (10'-0" MIN.) 1010100MIN POLYETHYLENELINING2LAYERS10MILLIMETERSTHICKMINTHELININGSHOULDEXTENDOVERTHESANDBAGS SANDBAGSSTACKINARUNNINGBONDPAVEMENTSANDBAGSSTACKINARUNNINGBONDPOLYETHYLENELINING2LAYERS10MILLIMETERSTHICKMINTHELININGSHOULDBEHELDINPLACEBYALAYEROFSANDBAGSANDEXTENDOVERTHESANDBAGS 1'-0" MIN. NOTE1DUETOSITECONSTRAINTSTHEMINIMUMINTERIORDIMENSIONMAYBEADJUSTEDTOFITTHESITE2CONTRACTORMAYUSEPREFABRICATEDPORTABLECONCRETEWASHOUTSYSTEMSCONTAINERSWITHAMINIMUMSUMPCAPACITYOF2CUYDSNTSB4CONCRETEWASHOUT2 GENERAL DEMOLITION NOTES A. DEMOLITION SHALL INCLUDE ALL ITEMS AS REQUIRED FOR COMPLETION OF PROPOSED PROJECT. COORDINATE WITH PROPOSED CONSTRUCTION. SEE GENERAL PROJECT NOTES SHEET A100 FOR ADDITIONAL INFORMATION B. CONTRACTOR SHALL REVIEW ALL DRAWINGS RELATING TO AREA OF WORK TO DETERMINE SCOPE OF DEMOLITION AND VERIFY ALL EXISTING CONDITIONS WCLUDING BUT NOT LIMITED TO DIMENSIONS, EQUIPMENT, FLOOR FINISHES, WALLS, CEILINGS, ETC. AND NOTIFY ARCHITECT AND OWNER REP. OF ANY DISCREPANCIES PRIOR TO DEMOLITION & CONSTRUCTION. C. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLITION UNLESS NOTED OTHERWISE. D. REFER TO CIVI STRUCTURAL REFLECTED CEILING PLUMBING, HVAC AND ELECTRICAL DRAWINGS FOR WORK THAT WILL REQUIRE DEMOLITION AND ADDITIONAL DEMOLITION ITEMS. E. PROVIDE WEATHER PROTECTION DURING ALL DEMOLITION. PER OWNER REQUIREMENTS TO MAINTAIN NORMAL BUSINESS HOURS DURING PROJECT, INCLUDING LOCATIONS WHERE FULL OR PARTIAL CEILING REMOVEJ REINSTALL IS REQUIRED FOR OVERHEAD WORK. F. CONTRACTOR TO SALVAGE ALL DOOR HARDWARE, LOCKS AND CY INDERS FROM DOORS BEING REMOVED FOR RE-USE INTO NEW LOCATIONS. COORDINATE ALL KEYING WITH OWNER REPRESENTATIVE. G. CONTRACTOR TO GO THRU ENTIRE SPACE AND REMOVE ALL COLUMN MOUNTED FIRE EXT., PHONE JACKS, SCANNERS AND OTHER MISC. ITEMS AND ACCESSORIES THROUGHOUT SA ES AREA. SEQUENCE REMOVALS TO COWCIDE WITH NEW INSTALLATIONS FOR EACH AREA. COORDINATE WITH Q-DRAWINGS, SIGNAGE PACKAGE AND ELECTRICAL DRAWWGS. AREAS OF CONCRETE REMOVA - SEE MEP DEMO PLANS FOR ADDITIONAL INFORMATION AREAS OF CONCRETE THAT ARE ABNORMAL THICKNESS BASED ON GPR REPORT C-- - -'- - C C 4 4.5 5 — 5.5 6 DEMOLITION KEYNOTES H. ALL TRADES TO PROVIDE PROPER TERMINATION FOR ALL REMOVE EXISTING WALL CONSTRUCTION IN ITS REMOVE EXISTING WOOD THERMAL BREAK IN REMOVE EXISTING FLOORING AND BASE AS REQUIRED. PREP TO REMOVE EXISTING IMPACT DOOR. FRAME TO REMAIN. PREP REMOVED EQUIPMENT NOT RE-USED IN NEW PLAN. ENTIRETY. REPAIR EXISTING FLOOR OR o SLAB FROM EXISTING FREEZER BOXES 22 RECEIVE NEW FINISHES. REFER TO NEW FLOORING PLANS A800 34 FRAME FOR NEW DOOR INSTALLATION. PATCH & REPAIR GENERAL TRADES TO PROVIDE ANY REQUIRED ADJACENT WALL FINISHES AS REQUIRED FOR SERIES. FRAME AS REQUIRED. E QUIPMENB RMOV ED'AS WELL AS RELOCAT DR BOTH NEW CONSTRUCTION. REMoED COMPONENTSM'D GERSGANDSHARDWAE PRIOR 23 REMOVE EXISTING RECESSED FLOOR MAT SYSTEM AND 35 NOT USED REMOVE EXISTING BULKHEAD CONSTRUCTION IN TO REMOVAL RE-SUPPORT ANY EXISTING M/E/P LINE THAT PERIMETER TRIM. REFER TO NEW FLOORING PLANS. I. C.M. TO ARRANGE PRE-CONSTRUCTION DEMO MEETING 2 WILL REMAIN AS REQUIRED WHICH ARE CURRENTLYWITHAL EFFECTED SUB CONTRACTORS TO VERIFY AND ITS ENTIRETY. REMOVE ANY ABANDONED KICKERS COORDINATE ANY REMOVAL OR DISASSEMBLY OF OR SUPPORT FRAMING. REPAIR EXISTING SUPPORTED BY GRID 24 NOT USED 36 REMOVE EXISTING WINDOW SYSTEM IN ITS ENTIRETY. EXISTING, EQUIPMENT OR FIXTURES WITH APPROPRIATE ADJACENT CONSTRUCTION TO MATCH. REMOVE EXISTING CEI ING SYSTEM IN ITS ENTIRETY. REMOVE OWNER PERSONNEL CONTRACTOR TO TURN OVER ALL 12 A L ASSOCIATED SUPPORTS, HANGERS, AND HARDWARE. 37 REMOVE EXISTING TOILET AND URINAL PARTITIONS TO BE RECLAIMED EQUIPMENT AND MATERIALS TO OWNER'S PATCH AND REPAIR ADJACENT FINISHES AS REQUIRED. C% REP ACED. I 3> NOT USED 25 REMOVE EXISTING CERAMIC TILE FLOORING AND SETTINGREPRESENTATIVE. ' MATERIALS. PREP FLOOR TO RECEIVE NEW FINISHES. REMOVEREMOVEEXISTINGLINEARMETALCEILINGAS 38 NOT USEDJ. REFER TO A800 SERIES SHEETS FOR NEW FLOOR 13 ANY PERIMETER "FLOORSTONE" UNDERLAYMENT OF a FINISHES. OORDINATE RE UIRED FLOORINC REMOVAL a REQUIRED FOR NEW CONSTRUCTION. C Q WITH NEW WORK. PERIMETER TRANSITION TO VCT. NOTIFY C.M. IF RECESSED K. COORDINATE CUTTINC OF EXISTING CONCRETE FLOOR 14 REMOVE EXISTING EXTERIOR SOFFIT PANEL AS BED SET TILE IS FOUND. 39 REMOVE AL RESTROOM FIXTURES AND ACCESSORIES RE UIRED FOR NEW CONSTRUCTION. TO BE REPLACED w/ NEW. Q WITH THE PLUMBING DEMOLITION PLANS NEW PLUMBING SCRATCH UP EXISTING TILE TO REMAIN FOR APPLICATION OF PLANS REFRIGERATION PLAN ELECT. DRAWINGS & NEW 26 MANUFACTURER APPROVED UNDERLAYMENT AND RESINOUS REMOVE EXISTING MILLWORK. REFER TO MEIJER CUT EXISTING WALL CONSTRUCTION AS RE UIRED REMOVE EXISTING E.LF.S. FASCIA PANE, SNEATNING AND 40Q415FLOORSYSTEM. DOCUMENTS. FLOOR FINISH PLANS. REFER TO ARCHICTURAL SHEETS FOR NEW INT. DOOR OR WALL OPENING. VERIFY FURRING AS REQUIRED TO INSTALL NEW CONSTRUCTION. FOR ANY SPECIFIC DIMENSIONAL REQUIREMENTS. REFER SIZE AND LOCATION WITH NEW CONSTRUCTION. REMOVE EXISTING DOOR, FRAME AND HARDWARE. TURN OVER TO GROUND PENETRATING RADAR (GPR) REPORT FOR REMOVE AND REPLACE DAMAGED E.I.F.S. PANEL TO MATCH 27 ANY EXISTING LOCKS, CYLINDERS AND C OSERS TO OWNER. 41 NOT USED 16 aSLABTHICKNESSVARATIONS. CUT AND TRIM ANY UNEVEN UNFINISHED DRYWALL EXISTING. aL. REMOVE ENTIRE SIGN BAND CONSTRUCTION AND/ OR 5 REMOVE DOOR FOR REPLACEMENT. DOOR FRAME TOCONSTRUCTIONNEWLYEXPOSEDFROMLOWERING REMOVE EXISTING HANDRAIU GUARD RAIL AND RELATED SIGN/ LETTERS ON PERIMETER SA ES WALL, REMOVE INTERIOR SIGN BAND IN ITS ENTIRETY. 2$ REMAIN. SA VAGE AL HARDWARE TO REINSTALL INTO 42 REPLA E w NEW. SHELVING HEIGHTS. PREP TO RECEIVE NEW WFILL [% C / aENTRYVESTIBULE, CONCOURSE AND ALL HANGWG AND/ OR NEW FINISHES. % PATCH & REPAIR WALL TO MATCH EXISTING REP ACEMENT DOOR IF NOT CA LED FOR NEW HARDWARE. DIRECTIONAL SIGNAGE FROM CEI ING/ROOF STRUCTURE " ADJACENT CONDITIONS REMOVE EXISTING DECORATIVE ACOUSTICA TILES AND REMOVE ANY RELATED ELECTRICA OR LIGHTING REMOVE EXISTING WAL FINISHES AND SHEATHING 29 REMOVE EXISTING ALUMINUM ENTRY DOORS, 43 ASSOCIATED HANGERS/ SUPPORTS AS SHOWN. M. PATCH AND REPAIR A L SALES AREA WAL AND BU KHEAD % TO EXISTING STUDS. PREP TO RECEIVE NEW $ CUT EXISTING EXTERIOR CONCRETE SLAB AS REQUIRED FOR % HARDWARE AND AUTOMATIC OPENER SURFACES AS REQUIRED FROM REMOVAL OF A L CONSTRUCTION! FINISHES. % NEW CONSTRUCTION. REFER TO CIVIL AND ARCHITECTURAL 44 NOT USED EXISTING SIGNAGE ELEMENTS AND SIGN BAND FOR SPECIFIC SIZE AND LOCATION REQUIREMENTS. REMOVE EXISTING ALUMINUM FRAMED WINDOW AND CONSTRUCTION. PREP TO RECEIVE NEW FINISHES 30 SURROUNDING WALL FOR NEW DOOR OPENINGS. REMOVE 7 NOT USED 19 NEW CONSTRUCTIONO REFOE TO ARCHI ECTURA FOR FOR EXISTING CMU/TILE CURB AND CUT SLABlFOUNDATION WALL REQUO REDX'CUT PIPEOOR GUA DRD O R FLOOR TO D AS N. REMOVE ALL ABANDONED ROOF STRUCTURE HANGERS/ 45 UNISTRUT/ CLAMPS AND ASSOCIATED COMPONENTS TO MIN. 8" BELOW GRADE FOR NEW CONSTRUCTION. SPECIFIC SIZE AND LOCATION REQUIREMENTS. ALLOW FOR CORING OUT OF CONCRETE AND FOOTING PRIOR TO ANY NEW PAINTWG, OR ADD ADD TOUCH-UP CUT EXISTING EXTERIOR WALL CONSTRUCTION FOR CUT & REMOVE EXISTWG UNDERGROUND TRENCH ACCESS 31 NOT USED AS REQUIRED. PATCH AND REPAIR FLOOR AS REQUIRED PAINT ON REMAINING ROOF STRUCTURE PHARMACY WINDOW OPENING. VERIFY FINAL SIZE 20 FOR NEW FINISHES. O. EXISTING BUILDING DRAWWG AND AUDIT PHOTOS ARE COVERS. EXISTING TRENCH TO REMAIN. AND LOCATION w/ MANUFACTURER AND NEWAVAILABLEFORREVIEWONSCHENKELSHULTZFTP CONSTRUCTION DETAILS & FABCON DRAWINGS 21 CUT AND REMOVE EXISTING SLAB AS REQUIRED FOR REMOVAL 32 NOT USED 46 PROTOECT ON AND BUMPERS O RECEIEANEW FINISHES OF EXISTING UNDERGROUND ELECTRICAL WALKER DUCT. ON A SALES AREA, PUBLIC ACCESSIB E WA L 9) NOT USED 33 REMOVE EXISTING INTERIOR WINDOWS AS REQUIRED FOR SURFACES, AND TEAM MEMBER ADMINISTRATIVE AND NEW WA INFI L CONSTRUCTION BREAK ROOM SPACES. REFER TO NEW CONSTRUCTION. L s7----------_—_------ ---i— I I I I i i K.9 ) ( K OVERALL DEMOLITION PLAN SCALE: 1 /32"=1'-0" B 4 REMOVE ALL CORNER GUARD POSTS AT ALL REMOVED, RELOCATED OR REPLACED REFRIGERATION CASES, AND PATCH FLOOR AS REQUIRED. 48 REMOVE STEEL BUMPERS ANDi OR GUARD RAILS. PATCH FLOOR AS REQUIRED. VERIFY w/ OWNER FOR SALVAGE. 49 REMOVE ALL EXISTING HDPE BUMPERS FROM SALES AREA, CO UMNS & CONCOURSE AND ENTRIES WA LS, U.N.O.. 50 NOT USED 51 REMOVE EXISTING M/ElP FIXTURES. REFER TO M/E/PaDEMLITINHEETFRFRTHERINFRMATIN. 0 0 S S U O 52 REFER TO REFRIGERATION PACKAGE FOR COORD. OFREMOVALOFEXISTINGCOOLER/FREEZER WALLSa CEILING, DOORS AND RELATED ACCESSORIES. a53 REFER TO PLUMBING AND REFRIGERATION PLANS FORFLOORCUTTINGREQUIREDFORALLUNDERGROUND DRAINS, UTILITIES AND PIPE TRENCHES. GRAPHIC REPRESENTATIONS ARE NOT INTENDED TO BE EXPLICIT. COORDINATE WITH PLUMBING AND REFRIGERATION DRAWINGS. VENDOR TO REMOVE EXISTING WALL MOUNTED 54 SECURITY/L.P. MONITORS INCLUDING ALL SUPPORTSANDELECTRONICCONNECTIONS. CONTRACTOR TO PATCH & REPAIR WALL SURFACES 55 REMOVE EXISTING CONCRETE RETAW WG WALL AND FOOTING DISASSEMBLE EXISTING GARDEN CENTER SHADE CLOTN 56 STRUCTURE AND HANGING P ANT STRUCTURE AT END BAY OF REDUCED FRAME CUT EXISTING TOP POST CONNECTORS TO WITHIN 2" OF POST. REFER TO ARCH FOR CAPPING OF CUT ENDS. REFER TO PLUMBING AND LELECTRICALFORADDITIONA INFO ON REMOVAL OF IRRIGATION AND LIGHTING SYSTEMS. REMOVE POST FOOTINGS DUE TO NEW GRADE AND CIVIL REQUIREMENTS. A.2 A ) 2 D102 I I III Dir 1 "a I _ _ 1 3J 4 5 57 REMOVE EXISTING EXTERIOR STEEL COLUMN AT GARDEN CENTER TO FOOTING APPROXIMATELY 8" BELOW GRADE. SHORE STRUCTURE AS REQUIRED FOR INSTALLATION OF NEW STEE. 58 REMOVE EXISTING GARDEN CENTER FENCE, POSTS, AND GATES. 59 REMOVE EXISTING GARDEN CENTER KNEE WA, FENCE AND GATE CONSTRUCTION, INCLUDING AL ASSOCIATED FOUNDATIONS. REMOVE CANOPY SKYLIGHT ASSEMBLY IN ITS ENTIRETY. PATGH 60 ROOF AS REQUIRED TO MATCH EXISTING ADJACENT CONDITIONS. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION aREMOVE EXISTING GARDEN CENTER COLUMN, FOOTING, BEAMS, & 61 E.F.S. BAND IN THEIR ENTIRETY. PREPARE, PATCH AND/OR REPAIR CONCRETE AS REQUIRED FOR NEW CONSTRUCTION. REMOVE EXISTWG EXTERIOR CANOPY STRUCTURE IN ITS ENTIRETY g2 WCLUDING METAL SOFFIT, E.I.F.S., STEEL BEAMS, BACK TO COLUMNa _ LINE '10' PREPARE OPENING(S) FOR NEW CONSTRUCTION. REMOVE EXISTING EXTERIOR CANOPY STRUCTURE IN ITS ENTIRETY a63 INCLUDING METAL SOFFIT, E.I.F.S., STEEL BEAMS, REFER TO STRL., FOR NEW ENTRY ASSEMBLY a64 REMOVE VEHICLE GUARD RAI IN ITS ENTIRETY - DEMO ISHFOOTINGSASREQUIREDTOALOWFORNEWCONSTRUCTION 65 REMOVE PORTION OF EXTERIOR FACE BRICK AS REQUIRED - PREP FOR NEW CONSTRUCTION, REFER TO EXTERIOR ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL INFORMATION 66 REMOVE STRUCTURAL COLUMN AND FOOTING AS SCHEDULED TO ALLOW FOR NEW CONSTRUCTION - REFER TO STRUCTURAL. 67 REMOVE PORTION OF ASPHALT DRIVE - REFER TO CIVIL DRAWINGS 68 REMOVE GYP. BD. / HAT TRACK ASSEMBLY AS REQUIRED ATOOLLOWFORNEWDETAIL. 69 REMOVE BRICK VENEER AND RIGID INSULATION AS REQ'D. TOALLOWFORNEWWINDOWSYSTEMINSTALLATION. PRECAST TO REMAIN. _ _ _ _ _ viwUIWvIW N KEY P AN TCH JE SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISHULTZ.COMICOPYRIGNT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 0F THE COPYRIGHT ACT 1 U.SC. ALL CONCEPTS IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. ANO PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COf'YRIGHTED BY SCNENKE & SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARftANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED EVOLVE AND OEVE OPED FOR ITS OWN USE. NONE OF iHE IPEAS OESIGNS ARRANGEMEMS OR PLANS SHALL 8E USE08Y OR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCOMrRACTING FIRM, M RA SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRITI'EN PERMISSION OF SCHENKEL 8 SH TZ N PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT 1] U.SC, PROTECTION FOft AN AftCHITECTURAL WpRK CftEATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PI18tiCATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PLANS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT 1'/ US.C' 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROf'RIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARRANGEMENTS, ORAWINGS, ANO PtANS DISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECTiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO 8E RESPONSIB E FOR ALL DIMENSIONS AN CONDITIONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE RAWINGS. SHOP ORAWINGS AN OR DEtAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING w17H FABRICATION. niiiiii,,, D T R/F'P'' Fo'•. — No. AR 10100148 ; * _ STATE OF HDIANP: \.\ q'C H Z E ` x zr jt sy. F i,r,: ,,.r¢,z i i 1424 W. Carmel Dr. Carmel, IN 46032 i •' ' • revisions: ADDENDA #2 drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 Bid/Permit/ Construction Set 2-13-2015 GENERAL DEMOLITION NOTES A. DEMOLITION SHALL INCLUDE ALL ITEMS AS REQUIRED FOR COMPLETION OF PROPOSED PROJECT. COORDINATE WITH PROPOSED CONSTRUCTION. SEE GENERA PROJECT NOTES SHEET A100 FOR ADDITIONAL INFORMATION B. CONTRACTOR SHAL REVIEW ALL DRAWINGS RE,4TING TO AREA OF WORK TO DETERMINE SCOPE OF DEMOLITION AND VERIFY ALL EXISTING CONDITIONS WCLUDING BUT NOT IMITED TO DIMENSIONS, EQUIPMENT, F OOR FINISHES, WALLS, CEILINGS, ETC. AND NOTIFY ARCHITECT AND OWNER REP. OF ANY DISCREPANCIES PRIOR TO DEMOLITION & CONSTRUCTION. C. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMOLITION UN ESS NOTED OTHERWISE. D. REFER TO CIVIL STRUCTURAL REFLECTED CEILING PLUMBING, HVAC AND ELECTRICAL DRAWINGS FOR WORK THAT WI L REQUIRE DEMOLITION AND ADDITIONAL DEMOLITION ITEMS. E. PROVIDE WEATHER PROTECTION DURING ALL DEMOLITION. PER OWNER REQUIREMENTS TO MAINTAIN NORMAL BUSINESS HOURS DURING PROJECT, INCLUDWG LOCATIONS WHERE FULL OR PARTIA CEILWG REMOVE/ REINSTALL IS REQUIRED FOR OVERHEAD WORK. F. CONTRACTOR TO SALVAGE ALL DOOR HARDWARE, LOCKS AND CYLINDERS FROM DOORS BEING REMOVED FOR RE-USE INTO NEW LOCATIONS. COORDINATE ALL KEYING WITH OWNER REPRESENTATIVE. G. CONTRACTOR TO GO THRU ENTIRE SPACE AND REMOVE ALL COLUMN MOUNTED FIRE EXT., PHONE JACKS, SCANNERS AND OTHER MISC. ITEMS AND ACCESSORIES THROUGHOUT SALES AREA. SEQUENCE REMOVALS TO COINCIDE WITH NEW INSTALLATIONS FOR EACH AREA. COORDINATE WITH Q-DRAWINGS, SIGNAGE PACKAGE AND ELECTRICAL DRAWINGS. AREAS OFCONCRETE REMOVAL-SEE MEP DEMO PLANS FOR ADDITIONAL INFORMATION AREAS OF CONCRETE THAT ARE ABNORMAL THICKNESS BASED ON GPR REPORT DEMO ITION KEYNOTES H. ALL TRADES TO PROVIDE PROPER TERMINATION FOR ALL REMOVE EXISTING WALL CONSTRUCTION IN ITS REMOVE EXISTING WOOD THERMAL BREAK IN REMOVE EXISTING FLOORING AND BASE AS REQUIRED. PREP TO REMOVE EXISTWG IMPACT DOOR. FRAME TO REMAIN. PREP REMOVED EQUIPMENT NOT RE-USED IN NEW PLAN. L% ENTIRETY. REPAIR EXISTING FLOOR OR SLAB FROM EXISTING FREEZER BOXES 22 RECEIVE NEW FINISHES. REFER TO NEW F OORING P,4NS A800 34 FRAME FOR NEW DOOR INSTA LATION. PATCH & REPAIR GENERA TRADES TO PROVIDE ANY REQUIRED ADJACENT WAL FWISHES AS REQUIRED FOR SERIES. FRAME AS REQUIRED. E QUIPM NB REMOVED'AS W L AS RE OCATEDR BOTH NEW CONSTRUCTION. 11 RELMAOTE COMPONEN S H'ANGERSGANDSHARDWARE. PRIOR 23 REMOVE EXISTING RECESSED FLOOR MAT SYSTEM AND 35 NOT USED I. C.M. TO ARRANGE PRE-CONSTRUCTION DEMO MEETING REMOVE EXISTING BULKHEAD CONSTRUCTION IN TO REMOVAL RE-SUPPORT ANY EXISTING M/E/P INE THAT PERIMETER TRIM. REFER TO NEW FLOORING PLANS. a WITH ALL EFFECTED SUB CONTRACTORS TO VERIFY AND [% ITS ENTIRETY. REMOVE ANY ABANDONED KICKERS WILL REMAIN AS REQUIRED WHICH ARE CURRENTLY COORDINATE ANY REMOVAL OR DISASSEMB Y OF OR SUPPORT FRAMING. REPAIR EXISTING SUPPORTED BY GRID 24 NOT USED 36 REMOVE EXISTING WINDOW SYSTEM IN ITS ENTIRETY. EXISTING, EQUIPMENT OR FIXTURES WITH APPROPRIATE ADJACENT CONSTRUCTION TO MATCH. REMOVE EXISTING CEILING SYSTEM IN ITS ENTIRETY. REMOVE OWNER PERSONNE. CONTRACTOR TO TURN OVER ALL 12 AL ASSOCIATED SUPPORTS, HANGERS, AND HARDWARE. 37 REMOVE EXISTING TOI ET AND URINAL PARTITIONS TO BE RECLAIMED EQUIPMENT AND MATERIALS TO OWNER'S PATCH AND REPAIR ADJACENT FINISHES AS REQUIRED. % REPLACED. I 3) NOT USED 25 REMOVE EXISTING CERAMIC TILE FLOORING AND SETTINGREPRESENTATIVE. MATERIALS. PREP F OOR TO RECEIVE NEW FINISHES. REMOVE J. REFER TO A800 SERIES SHEETS FOR NEW F OOR 13 REMOVE EXISTING LINEAR METAL CEILING AS ANY PERIMETER "FLOORSTONE" UNDERLAYMENT OF 38 NOT USED RE UIRED FOR NEW CONSTRUCTION. QFINISHES. COORDINATE REQUIRED FLOORING REMOVAL PERIMETER TRANSITION TO VCT. NOTIFY C.M. IF RECESSED WITH NEW WORK. REMOVE EXISTING EXTERIOR SOFFIT PANEL AS BED SET TILE IS FOUND. REMOVE ALL RESTROOM FIXTURES AND ACCESSORIES K. COORDINATE CUTTING OF EXISTING CONCRETE FLOOR 14 39 TO BE REPLACED w/ NEW. RE IRED F R NEW N TR TI N. aaQUOCOSUCO WITH THE PLUMBING DEMOLITION PLANS NEW PLUMBING SCRATCH UP EXISTING TILE TO REMAW FOR APP ICATION OF PLANS REFRIGERATION PLAN ELECT. DRAWINGS & NEW 26 MANUFACTURER APPROVED UNDERLAYMENT AND RESINOUS REMOVE EXISTING MI WORK. REFER TO MEIJER CUT EXISTING WALL CONSTRUCTION AS RE UIRED REMOVE EXISTING E.I.F.S. FASCIA PANE, SHEATHWG AND 40Qa FLOOR FINISH PLANS. REFER TO ARCHICTURAL SHEETS 4 15 FLOOR SYSTEM. DOCUMENTS. FOR NEW INT. DOOR OR WALL OPENING. VERIFY [% FURRING AS REQUIRED TO INSTALL NEW CONSTRUCTION. aFORANYSPECIFICDIMENSIONALREQUIREMENTS. REFER SIZE AND LOCATION WITH NEW CONSTRUCTION. REMOVE EXISTING DOOR, FRAME AND HARDWARE. TURN OVER TO GROUND PENETRATING RADAR GPR REPORT FOR 27 41 NOT USEDREMOVEANDREPLACEDAMAGEDE.LF.S. PANE TO MATCH ANY EXISTING LOCKS, CY INDERS AND C OSERS TO OWNER. a aSLABTHICKNESSVARATIONS. CUT AND TRIM ANY UNEVEN UNFINISHED DRYWA L 16 EXISTING. aL. REMOVE ENTIRE SIGN BAND CONSTRUCTION AND/ OR L% CONSTRUCTION NEWLY EXPOSED FROM LOWERING REMOVE DOOR FOR REPLACEMENT. DOOR FRAME TO REMOVE EXISTING HANDRAIU GUARD RAIL AND REM VE INTERI R I N BAND IN IT ENTIRETY. 28 42REATEDSIGN/ LETTERS ON PERIMETER SALES WA O O S G S REMAIN. SALVAGE A L HARDWARE TO REINSTALL INTOSHELVINGHEIGHTS. PREP TO RECEIVE NEW INFILL REP ACE w/ NEW. a a ENTRY VESTIBULE, CONCOURSE AND ALL HANGING AND( OR NEW FINISHES. PATCH & REPAIR WAL TO MATCH EXISTING REPLACEMENT DOOR IF NOT CALLED FOR NEW HARDWARE. a REMOVE EXISTING DECORATIVE ACOUSTICAL TILES ANDDIRECTIONALSIGNAGEFROMCEILING/ROOF STRUCTURE ADJACENT CONDITIONS 43 REMOVE ANY RELATED ELECTRICAL OR LIGHTING REMOVE EXISTWG WALL FINISHES AND SHEATHING REMOVE EXISTING ALUMINUM ENTRY DOORS, ASSOCIATED HANGERS( SUPPORTS AS SHOWN. 6 CUT EXISTING EXTERIOR CONCRETE SLAB AS RE UIRED FOR 29 Q HARDWARE AND AUTOMATIC OPENERaM. PATCH AND REPAIR ALL SALES AREA WALL AND BULKHEAD TO EXISTING STUDS. PREP TO RECEIVE NEW 18 SURFACES AS REQUIRED FROM REMOVA OF A CONSTRUCTION/ FINISHES. [% NEW CONSTRUCTION. REFER TO CIVI AND ARCHITECTURA 44 NOT USED EXISTING SIGNAGE ELEMENTS AND SIGN BAND FOR SPECIFIC SIZE AND LOCATION REQUIREMENTS. REMOVE EXISTING ALUMINUM FRAMED WINDOW AND CONSTRUCTION. PREP TO RECEIVE NEW FINISHES NOT USED CUT EXISTING INTERIOR CONCRETE S AB AS REQUIRED FOR 30 SURROUNDING WALL FOR NEW DOOR OPENINGS. REMOVE REMOVE EXISTING POST, BOLLARD OR PIPE GUARD AS N. REMOVE A L ABANDONED ROOF STRUCTURE HANGERS/ 19 NEW CONSTRUCTION. REFER TO ARCHITECTURAL FOR EXISTING CMU/TILE CURB AND CUT SLAB/FOUNDATION WALL 45 REQUIRED. CUT PIPE OR GUARD NEAR FLOOR TO UNISTRUT/ CLAMPS AND ASSOCIATED COMPONENTS TO MIN. 8" BE OW GRADE FOR NEW CONSTRUCTION. SPECIFIC SIZE AND LOCATION REQUIREMENTS. ALLOW FOR CORWG OUT OF CONCRETE AND FOOTING PRIOR TO ANY NEW PAINTWG, OR ADD ADD TOUCH-UP CUT EXISTING EXTERIOR WALL CONSTRUCTION FOR CUT & REMOVE EXISTING UNDERGROUND TRENCH ACCESS 31 NOT USED AS REQUIRED. PATCH AND REPAIR FLOOR AS REQUIRED PAINT ON REMAINING ROOF STRUCTURE pHARMACY WINDOW OPENING. VERIFY FINAL SIZE 20 FOR NEW FINISHES. O. EXISTING BUILDWG DRAWWG AND AUDIT PHOTOS ARE COVERS. EXISTWG TRENCH TO REMAIN. AVAILABLE FOR REVIEW ON SCHENKELSHULTZ FTP AND LOCATION w( MANUFACTURER REMOVE EXISTING PLASTIC AMINATE WA CONSTRUCTION DETAIL FABCON DRAWWGS 21 OF EXISTING UN E GROUND ELECTRICALUWALDKER DUCMOVA 32 NOT USED 46 PROTECTION AND BUMPERS TO RECEIVE NEW FINISHES ON ALL SA ES AREA, PUBLIC ACCESSIBLE WALL I 9) NOT USED 33 REMOVE EXISTING INTERIOR WINDOWS AS REQUIRED FOR SURFACES, AND TEAM MEMBER ADMINISTRATIVE AND NEW WALL INFILL CONSTRUCTION BREAK ROOM SPACES. REFER TO NEW CONSTRUCTION. N 0, . . . . ",-., r / ,,f', ,`.`.. t,..; ' ..> —"_;`..'. 1,... ,. i. ,, , ;,''/` F , _ _ _____ _..... _________. 8 -;;',; i, ;,, '> ,` `; F , f ,,' t ` ,,ir i x ; , ` . .....` '\ _ ` ,. \. ,. ,.......... , \ , \__ _ \. \ _ ..._ _ ___ . _ ____, j i // ,f +, +, fi '' ,:' •, , ' \ , °.._-,,, , "`* "* "`* "* "' "`, "`, "' ``, ` \ "`, i/ sF { '`, `, ` , ` , ``` `',,, `, , w,, 4 ` , ` , '`,, `., w ` , ` , ` , ` , ` , ` , ` , ` , ` , ` , ` , ` , i ,,, s''.. i'r,.;,.,,` ,..L,'2'.';. . -'5--- - ` ------'- ``'------`'- ----- =`------`'- ---`- ```---t`'- ------`- -'--... -``` ----`_.`..... .----t``• ----.- `.. —t```. .---.- `..---t``. .- -`..- `..---t``.. 9 / REMOVE EXISTING GRAVEI BED, PREP FO NEW CONCRETE SL B r ,i I TIVE GARDEN ASSEMBLYIN J w N.5 COLUMN TO RELOCATE EXISTING - PHARMACY COUNTER TO NEW TEMPORARY PHARMACY LOCATION - REFER TO 1A/A101 47 REMOVE ALL CORNER GUARD POSTS AT ALL REMOVED, RE OCATED OR REPLACED REFRIGERATION CASES, AND PATCH FLOOR AS REQUIRED. 48 REMOVE STEEL BUMPERS AND/ OR GUARD RAI S. PATCH F OOR AS REQUIRED. VERIFY w! OWNER FOR SALVAGE. 49 REMOVE ALL EXISTING HDPE BUMPERS FROM SALESAREA, COLUMNS & CONCOURSE AND ENTRIES WALLS, U.N.O.. 50 NOT USED a51 REMOVE EXISTING M/E/P FIXTURES. REFER TO M/E/P DEMOLITION SHEETS FOR FURTHER INFORMATION. 52 REFER TO REFRIGERATION PACKAGE FOR COORD. OF REMOVAL OF EXISTING COOLER/FREEZER WALLS CEILWG, DOORS AND RELATED ACCESSORIES. a53 REFER TO PLUMBING AND REFRIGERATION P ANS FOR FLOOR CUTTING REQUIRED FOR ALL UNDER GROUND DRAINS, UTILITIES AND PIPE TRENCHES. GRAPHIC REPRESENTATIONS ARE NOT INTENDED TO BE EXPLICIT. COORDINATE WITH PLUMBING AND REFRIGERATION DRAWINGS. VENDOR TO REMOVE EXISTING WALL MOUNTED 54 SECURITY/L.P. MONITORS INCLUDING ALL SUPPORTS AND ELECTRONIC CONNECTIONS. CONTRACTOR TO PATCH & REPAIR WALL SURFACES 5y REMOVE EXISTING CONCRETE RETAINING WALL AND FOOTING DISASSEMBLE EXISTWG GARDEN CENTER SHADE C OTH 56 STRUCTURE AND HANGING PLANT STRUCTURE AT END BAY OF REDUCED FRAME CUT EXISTING TOP POST CONNECTORS TO WITHIN 2" OF POST. REFER TO ARCH FOR CAPPING OF CUT ENDS. REFER TO PLUMBING AND ELECTRICAL FOR ADDITIONAL INFO ON REMOVAL OF IRRIGATION AND LIGHTING SYSTEMS. REMOVE POST FOOTWGS DUE TO NEW GRADE AND CIVI REQUIREMENTS. 5 REMOVE EXISTING EXTERIOR STEEL COLUMN AT GARDEN CENTER TO FOOTING APPROXIMATELY 8" BELOW GRADE. SHORE STRUCTURE AS REQUIRED FOR INSTALLATION OF NEW STEEL. 5$ REMOVE EXISTWG GARDEN CENTER FENCE, POSTS, AND GATES. 59 REMOVE EXISTING GARDEN CENTER KNEE WALL, FENCE AND GATECONSTRUCTION, WC UDING A L ASSOCIATED FOUNDATIONS. REMOVE CANOPY SKYLIGHT ASSEMB Y IN ITS ENTIRETY. PATCH 60 ROOF AS REQUIRED TO MATCH EXISTING ADJACENT GONDITIONS. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION REMOVE EXISTING GARDEN CENTER COLUMN, FOOTING, BEAMS, & 61 E.F.S. BAND IN THEIR ENTIRETY. PREPARE, PATCH AND/OR REPAIR CONCRETE AS REQUIRED FOR NEW CONSTRUCTION. REMOVE EXISTING EXTERIOR CANOPY STRUCTURE IN ITS ENTIRETY a62 INCLUDWG METAL SOFFIT, E.LF.S., STEEL BEAMS, BACK TO COLUMN LINE'10' - PREPARE OPENING(S) FOR NEW CONSTRUCTION. REMOVE EXISTING EXTERIOR CANOPY STRUCTURE IN ITS ENTIRETY INCLUDWG METAL SOFFIT E.I.F.S. STEEL BEAMS REFER TO STRL. 63 , , , FOR NEW ENTRY ASSEMBLY a64 REMOVE VEHICLE GUARO RAIL IN ITS ENTIRETY - DEMOLISH FOOTINGS AS REQUIRED TO A OW FOR NEW CONSTRUCTION REMOVE PORTION OF EXTERIOR FACE BRICK AS RE UIRED - PREP 65 Q FOR NEW CONSTRUCTION, REFER TO EXTERIOR ELEVATIONS AND WAL SECTIONS FOR ADDITIONAL INFORMATION 66 REMOVE STRUCTURA COLUMN AND FOOTING AS SCHEDULED TOALLOWFORNEWCONSTRUCTION - REFER TO STRUCTURAL. 67 REMOVE PORTION OF ASPHALT DRIVE - REFER TO CIVIL DRAWINGS 68 REMOVE GYP. BD. / HAT TRACK ASSEMBLY AS REQUIRED ATCOOLERTOALOWFORNEWDETAI. f 7 I I I I I I I_I I I I I I I I I I — 1— —I-1—rt—I-1—I--I— J_ F i i i r_ i...._r.__j_ r-- i= I_L I L_I — r--r-r- r+ -i-r _.._ I- —I — I— -I- —I --I — I— -I- i i i i i i i i i i. i i-i - i-i i i-i i i i r-- - __h-r- i iiiiii r r-t r I- —I I— -I- —I —'I``'• L--- ___ -_-- N r-r I— -I- —I — D100 SCALE: 1/8"=1'-0" MAILBOXES TO REMAIN I ( T ( T T ( T i i i-i i i-i i i-i i i-i 1 1 1 1 1- —1— —I — -I- —1— I— -I- —1— G 1_-- ..... . i., i_ i_ i i_ i_ i i_ i ENLARGED DEMO PLAN @ G.M. ENTRY / PHARMACY SCA E: 1/8"=1'-0" K.5 K.4 10.1 SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION 1 2 OF THE COPYRIGHT ACT 1 U.SC. ALL CONCEPTS IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED EVOLVE AND OEVE OPEDFORITSOWNUSE. NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON ARCNITECTURAL OR ENGINEERING FIRM CONSTRUCTION FIRM SUBCONTRACTING FIRM SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRii"fEN PERMISSION OF SCHENKELB snu.z iNo. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT i] U.S C, PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PI18tICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNMG. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT 1'/ US.0 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS IDEAS. OESIGNS ARRANGEMENTS ORAWINGS ANO PtANS ISGI.OSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO 8E RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE RAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING w17H FABRICATION. tr t t s. rF t r',,, 1: : i 1424 W. Carmel Dr. Carmel, IN 46032 i •' ' • revisions: ADDENDUM #1 drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 Bid/Permit/ Construction Set 2-13-2015 0 0 W N Zo J' U W Q W GENERA DEMO ITION NOTES DEMOLITION KEYNOTES A. DEMOLITION SHA INC UDE ALL ITEMS AS REQUIRED H. ALL TRADES TO PROVIDE PROPER TERMINATION FOR ALL REMOVE EXISTING WALL CONSTRUCTION IN ITS REMOVE EXISTING WOOD THERMAL BREAK IN REMOVE EXISTING F OORING AND BASE AS REQUIRED. PREP TO REMOVE EXISTING IMPACT DOOR. FRAME TO REMAIN. PREP REMOVE ALL CORNER GUARD POSTS AT ALL REMOVED, REMOVE EXISTING EXTERIOR STEEL COLUMN AT GARDEN CENTER FOR COMPLETION OF PROPOSED PROJECT. COORDINATE REMOVED EQUIPMENT NOT RE-USED IN NEW PLAN. ENTIRETY. REPAIR EXISTING FLOOR OR S AB FROM EXISTING FREEZER BOXES 22 REGEIVE NEW FINISHES. REFER TO NEW FLOORING PLANS A800 34 FRAME FOR NEW DOOR INSTALLATION. PATCH & REPAIR 47 RELOCATED OR REPLACED REFRIGERATION CASES, 57 TO FOOTING APPROXIMATELY 8" BE OW GRADE. SHORE WITH PROPOSED CONSTRUCTION. SEE GENERAL PROJECT GENERAL TRADES TO PROVIDE ANY REQUIRED ADJACENT WALL FINISHES AS REQUIRED FOR SERIES. FRAME AS REQUIRED. AND PATCH F OOR AS REQUIRED. STRUCTURE AS REQUIRED FOR INSTA ATION OF NEW STEE. B NONTRAHT ER AHALL REVIDDI AIONDRAWORMARELA IN DISAP NB R MF VED' AM WELL AR RELIR ATEDR BOTH NEW CONSTRUCTION. 11 REMAOTED COMPONENTSHtANGERBANDSHAR WA EL PRIOR REMOVE EXISTING RECESSED FLOOR MAT SYSTEM AND 35 NOT USED REMOVE STEEL BUMPERS AND( OR GUARD RAI S. 5g REMOVE EXISTING GARDEN CENTER FENCE, POSTS, AND GATES. CO C O S GS T G QU O S S OC 23 48 % TO AREA OF WORK TO DETERMINE SCOPE OF DEMOLITION I. C.M. TO ARRANGE PRE-CONSTRUCTION DEMO MEETING REMOVE EXISTING BULKHEAD CONSTRUCTION IN TO REMOVAL RE-SUPPORT ANY EXISTING M/E/P LINE THAT PERIMETER TRIM. REFER TO NEW FLOORING PLANS. PATCH FLOOR AS REQUIRED. VERIFY w/ OWNER FOR AND VERIFY ALL EXISTING CONDITIONS INC UDING BUT WITH AL EFFECTED SUB CONTRACTORS TO VERIFY AND OR SUP ORT FRAMWG. REPAIRAEX I3TING KICKERS SUPPORT,ED YSGRIpUIRED WHICH ARE CURRENTLY 36 REMOVE EXISTING WINDOW SYSTEM IN ITS ENTIRETY. REMOVE ALL EXISTING HDPE BUMPERS FROM SALES 59 CONSTRUCTION NCLUDING ALL ASSOC ATED FOUNDATIONS GATE NOT LIMITED TO DIMENSIONS, EQUIPMENT, FLOOR COORDINATE ANY REMOVAL OR DISASSEMBLY OF ADJACENT CONSTRUCTION TO MATCH. REMOVE EXISTING CEILING SYSTEM IN ITS ENTIRETY. REMOVE 24 NOT USED FINISHES, WALLS, CEILINGS, ETC. AND NOTIFY ARCHITECT EXISTING, EQUIPMENT OR FIXTURES WITH APPROPRIATE 12 ALL ASSOGIATED SUPPORTS, HANGERS, AND HARDWARE. REMOVE EXISTING TOILET AND URINAL PARTITIONS TO BE 49 U N O GOLUMNS & CONCOURSE AND ENTRIES WALLS, 60 ROOFOAS REQUIRD TO MATCH EX SB WG AD AC NIT COND TONS. AND OWNER REP. OF ANY DISCREPANCIES PRIOR TO OWNER PERSONNEL. CONTRACTOR TO TURN OVER ALL 37 RE P AC E D. DEMOLITION & CONSTRUCTION. RECLAIMED EQUIPMENT AND MATERIALS TO OWNER'S PATCH AND REPAIR ADJACENT FINISHES AS REQUIRED. RE FE R TO STR UCTU RA L D RA WI N G S F O R A D D IT I O N AL I N FO R MAT I O N3NOTUSED REMOVE EXISTING INEAR METAL CEILING AS 25 MAMTEORIALS.'PRIEP FLOOR TO RIECEIVOEONEW FANI S ESTR MOVE 38 NOT USED 50 NOT USED REMOVE EXISTING GARDEN CENTER CO UMN, FOOTING, BEAMS, & C. CONTRACTOR SHALL LEGAL Y DISPOSE OF ALL REPRESENTATIVE. DEMOLITION UNLESS NOTED OTHERWISE. J. REFER TO A800 SERIES SHEETS FOR NEW FLOOR 13 ANY PERIMETER "FLOORSTONE" UNDERLAYMENT OF 61 E.F.S. BAND IN THEIR ENTIRETY. PREPARE, PATCH AND/OR REPAIR D. REFER TO CIVIL, STRUCTURA, REFLECTED CEILING, FINISHES. COORDINATE REQUIRED F OORING REMOVA REQUIRED FOR NEW CONSTRUCTION. REMOVE EXISTING M/E/P FIXTURES. REFER TO M/E/P CONCRETE AS REQUIRED FOR NEW CONSTRUCTION. P UMBING, HVAC AND E ECTRICAL DRAWINGS FOR WORK WITH NEW WORK. PERIMETER TRANSITION TO VCT. NOTIFY C.M. IF RECESSED 51 THAT WILL REQUIRE DEMOLITION AND ADDITIONAL K. COORDINATE CUTTING OF EXISTING CONCRETE FLOOR 14 REMOVE EXISTING EXTERIOR SOFFIT PANEL AS BED SET TILE IS FOUND. 39 REMOVE ALL RESTROOM FIXTURES AND ACCESSORIES DEMOLITION SHEETS FOR FURTHER INFORMATION. REMOVE EXISTING EXTERIOR CANOPY STRUCTURE IN ITS ENTIRETY REQUIRED FOR NEW CONSTRUCTION. % TO BE REPLACED w/ NEW. g2 INGLUDWG METAL SOFFIT, E.I.F.S., STEEL BEAMS, BACK TO COLUMN DEMOLITION ITEMS. WITH THE PLUMBING DEMO ITION PLANS, NEW P UMBING SCRATCH UP EXISTING TI E TO REMAIN FOR APP ICATION OF 52 REFER TO REFRIGERATION PACKAGE FOR COORD. OF a LINE'10' - PREPARE OPENING S FOR NEW CONSTRUCTION. 26 MANUFACTURER APPROVED UNDERLAYMENT AND RESINOUS REMOVE EXISTING MILLWORK. REFER TO MEIJER REMOVAL OF EXISTING COO ER/FREEZER WALLS, E. PROVIDE WEATHER PROTECTION DURING ALL PLANS, REFRIGERATION PLAN, ELECT. DRAWWGS, & NEW REMOVE EXISTING E.LF.S. FASCIA PANEL, SHEATHING AND 40 CUT EXISTING WALL CONSTRUCTION AS REQUIRED REMOVE EXISTING EXTERIOR CANOPY STRUCTURE IN ITS ENTIRETY4 5 FLOOR SYSTEM. -%% DOCUMENTS. CEILING DOORS AND RELATED ACCESSORIES. DEMOLITION. PER OWNER REQUIREMENTS TO MAINTAIN FLOOR FINISH PLANS. REFER TO ARCHICTURAL SHEETS FOR NEW INT. DOOR OR WALL OPENING. VERIFY % FURRWG AS REQUIRED TO INSTALL NEW CONSTRUCTION. 63 INCLUDWG METAL SOFFIT, E.LF.S., STEEL BEAMS, REFER TO STRL., NORMAL BUSINESS HOURS DURING PROJECT, INCLUDING FOR ANY SPECIFIC DIMENSIONAL REQUIREMENTS. REFER SIZE AND LOCATION WITH NEW CONSTRUCTION. REFER TO PLUMBING AND REFRIGERATION P ANS FOR a L ATI N WHERE LL R ARTIAL EILI REM VE T R ND PENETRATIN RADAR PR REP RT R 2 REMOVE EXISTING DOOR, FRAME AND HARDWARE. TURN OVER 41 NOT USED 53 FOR NEW ENTRY ASSEMBLYOCOSFUOPCNGO / O G OU G (G ) O FO REMOVE AND REPLACE DAMAGED E.LF.S. PANEL TO MATCH ANY EXISTING LOCKS CYLINDERS AND CLOSERS TO OWNER. FLOOR CUTTING REQUIRED FOR ALL UNDER GROUND REINSTALL IS REQUIRED FOR OVERHEAD WORK. SLAB THICKNESS VARATIONS. CUT AND TRIM ANY UNEVEN UNFWISHED DRYWALL 16 EXISTING. DRAINS UTILITIES AND PIPE TRENCHES. GRAPHIC 64 REMOVE VEHICLE GUARD RAI IN ITS ENTIRETY - DEMOLISH5aC% FOOTINGS AS REQUIRED TO ALLOW FOR NEW CONSTRUCTIONF. CONTRACTOR TO SA VAGE ALL DOOR HARDWARE, LOCKS L. REMOVE ENTIRE SIGN BAND CONSTRUCTION AND/ OR C% CONSTRUCTION NEWLY EXPOSED FROM LOWERING REMOVE DOOR FOR REPLACEMENT. DOOR FRAME TO REMOVE EXISTING HANDRAI I GUARD RAI AND REPRESENTATIONS ARE NOT INTENDED TO BE EXPLICIT. AND CYLINDERS FROM DOORS BEING REMOVED FOR RELATED SIGN/ LETTERS ON PERIMETER SALES WALL, SHELVING HEIGHTS. PREP TO REGEIVE NEW INFILL REMOVE INTERIOR SIGN BAND IN ITS ENTIRETY. 28 REMAIN. SALVAGE ALL HARDWARE TO REINSTALL INTO 42 REPLACE w/ NEW. COORDINATE WITH PLUMBING AND REFRIGERATION REMOVE PORTION OF EXTERIOR FACE BRICK AS REQUIRED - PREP 65RE-USE INTO NEW LOCATIONS. COORDINATE ALL KEYING ENTRY VESTIBULE, CONCOURSE AND A HANGING PATCH & REPAIR WALL TO MATCH EXISTING REPLACEMENT DOOR IF NOT CALLED FOR NEW HARDWARE. AND/ OR NEW FINISHES. REMOVE EXISTING DECORATIVE ACOUSTICAL TILES AND DRAWINGS. C% FOR NEW CONSTRUCTION, REFER TO EXTERIOR E EVATIONS AND WITH OWNER REPRESENTATIVE. DIRECTIONAL SIGNAGE FROM CEILING/ROOF STRUCTURE ADJACENT CONDITIONS 43 WALL SECTIONS FOR ADDITIONAL INFORMATIONREMOVEEXISTINGALUMINUMENTRYDOORSASSOCIATEDHANGERS/ SUPPORTS AS SHOWN. a VENDOR TO REMOVE EXISTING WALL MOUNTEDG. CONTRACTOR TO GO THRU ENTIRE SPACE AND REMOVE REMOVE ANY RELATED ELECTRICAL OR LIGHTWG REMOVE EXISTWG WALL FINISHES AND SHEATHING 29 ALL COLUMN MOUNTED FIRE EXT. PHONE JACKS M. PATCH AND REPAIR AL SALES AREA WA AND BULKHEAD 6% TO EXISTING STUDS. PREP TO RECEIVE NEW CUT EXISTING EXTERIOR CONCRETE SLAB AS REQUIRED FOR HARDWARE AND AUTOMATIC OPENER SECURITYlL.P. MONITORS INC UDING ALL SUPPORTS REMOVE STRUCTURAL COLUMN AND FOOTING AS SCHEDULED TO NEW CONSTRUCTION. REFER TO CIVIL AND ARCHITECTURAL 44 NOT USED 54 66 ALLOW FOR NEW CONSTRUCTION - REFER TO STRUCTURAL. SCANNERS AND OTHER MISC. ITEMS AND ACCESSORIES SURFACES AS REQUIRED FROM REMOVAL OF ALL CONSTRUCTION/ FINISHES. -%% AND ELECTRONIC GONNECTIONS. CONTRACTOR TO THROUGHOUT SALES AREA. SEQUENCE REMOVALS TO EXISTING SIGNAGE E EMENTS AND SIGN BAND FOR SPECIFIC SIZE AND LOCATION REQUIREMENTS. 30 REMOVE EXISTING ALUMINUM FRAMED WINDOW AND PATCH & REPAIR WALL SURFACES REMOVE PORTION OF ASPHALT DRIVE - REFER TO CIVIL COINCIDE WITH NEW INSTA ATIONS FOR EACH AREA. CONSTRUCTION. PREP TO RECENE NEW FINISHES NOT USED CUT EXISTING INTERIOR CONCRETE SLAB AS REQUIRED FOR SURROUNDING WALL FOR NEW DOOR OPENWGS. REMOVE REMOVE EXISTING POST BOLLARD OR PIPE GUARD AS REMOVE EXISTING CONCRETE RETAINING WALL AND 67 DRAWIN COORDINATE WITH Q-DRAWWGS, SIGNAGE PACKAGE AND N. REMOVE ALL ABANDONED ROOF STRUCTURE HANGERS/ 19 NEW CONSTRUCTION. REFER TO ARCHITECTURAL FOR EXISTING CMU/TILE CURB AND CUT SLAB/FOUNDATION WA L 45 REQUIRED. CUT PIPE OR GUARD NEAR FLOOR TO 55 FOOTING a GS E ECTRICA DRAWINGS. UNISTRUT/ CLAMPS AND ASSOCIATED COMPONENTS SPECIFIC SIZE AND OCATION REQUIREMENTS. TO MIN. 8" BELOW GRADE FOR NEW CONSTRUGTION. ALLOW FOR CORING OUT OF CONCRETE AND FOOTING REMOVE GYP. BD./ HAT TRACK ASSEMBLY AS REQUIRED AT PRIOR TO ANY NEW PAINTING, OR ADD ADD TOUCH-UP DISASSEMBLE EXISTWG GARDEN CENTER SHADE CLOTH 68 AS REQUIRED. PATCH AND REPAIR FLOOR AS REQUIRED COOLER TO ALLOW FOR NEW DETAIL. CUT EXISTING EXTERIOR WALL CONSTRUCTION FOR CUT & REMOVE EXISTING UNDERGROUND TRENCH ACCESS 31 NOT USED 56PAINTONREMAININGROOFSTRUCTUREg20FORNEWFINISHES. STRUCTURE AND HANGING PLANT STRUCTURE AT END AREAS OF CONCRETE REMOVAL - SEE MEP PHARMACY WINDOW OPENING. VERIFY FINAL SIZE COVERS. EXISTING TRENCH TO REMAIN. BAY OF REDUCED FRAME CUT EXISTING TOP POSTO. EXISTING BUILDING DRAWING AND AUDIT PHOTOS AREDEMOPLANSFORADDITIONALINFORMATION AND LOCATION w/ MANUFACTURER AND NEW AREAS OF CONCRETE THAT ARE ABNORMAL AVAILABLE FOR REVIEW ON SCHENKELSHULTZ FTP CONSTRUCTION DETAILS. 21 CUT AND REMOVE EXISTING SLAB AS REQUIRED FOR REMOVAL 32 NOT USED 46 PROTOE T ON AND UMPE S O'RECEI EANEW FINISHES FOR CAPPIONRG OO U'T E'NDS REFOR TO PLUMBOG AND THICKNESS BASED ON GPR REPORT aOF EXISTING UNDERGROUND ELECTRICAL WALKER DUCT. % ON ALL SALES AREA, PUBLIC ACCESSIBLE WALL ELECTRICAL FOR ADDITIONAL INFO ON REMOVAL OF I 9, NOT USED 33 REMOVE EXISTING INTERIOR WINDOWS AS REQUIRED FOR SURFACES, AND TEAM MEMBER ADMINISTRATIVE AND IRRIGATION AND IGHTING SYSTEMS. REMOVE POST NEW WALL INFIL CONSTRUCTION BREAK ROOM SPACES. REFER TO NEW CONSTRUCTION. FOOTINGS DUE TO NEW GRADE AND CIVI REQUIREMENTS. 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I ,,,, L/ /,.;i t% r""°j` — — — — — — — — — — — — — — — — — — — — — — — — — / , — — — — — — — — — — — i :i:' // N i ' •• ' D100 / SCALE: 1/8"=1'-0" 0 0 Z ( o z ( o T'. n I ( J. ri N ENLARGED DEMO PLAN @ 24-HR. ENTRY/ CUSTOMER SERVICE D100 / sca E: is°=-o° 0 9 EXISTING BATTERY CHARGER SUPPORT ASSEMBLIES - REFER TO Q DRAWINGS s 0 3 i SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT, 1 U.SC., ALL CONCEPTS, IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC. AS SUCN ALL CONCEPTS, I EAS, OESIGNS. ARRANGEMENTS, DRAWINGS. AN PLANS IN ICATED OR REPRESENIEO BY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED, EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB snu.z iNo. PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.SC,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1 1990 LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ US.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS,IDEAS. OESIGNS, ARftANGEMENTS, ORAWINGS, ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA lAWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. zr t t. l,, , r, r¢,z MEIJER STORE MATCH INE oREFERTO1/D104 1424 W. Carmel Dr. Carmel, IN 46032 2015 STORE REMODEL revisions: drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 1 Bid/Permit/ Construction Set 2-13-2015 GENERAL DEMOLITION NOTES DEMOLITION SHALL INCLUDE ALL ITEMS AS REQUIRED FOR COMPLETION OF PROPOSED PROJECT. COORDINATE WITH PROPOSED CONSTRUGTION. SEE GENERAL PROJECT NOTES SHEET A100 FOR ADDITIONAL INFORMATION CONTRACTOR SHAL REVIEW ALL DRAWINGS RE ATING TO AREA OF WORK TO DETERMINE SCOPE OF DEMOLITION AND VERIFY ALL EXISTING CONDITIONS WC UDING BUT NOT IMITED TO DIMENSIONS, EQUIPMENT, FLOOR FINISHES, WALLS, CEILINGS, ETC. AND NOTIFY ARCHITECT AND OWNER REP. OF ANY DISCREPANCIES PRIOR TO DEMOLITION & CONSTRUCTION. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL DEMO ITION UNLESS NOTED OTHERWISE. REFER TO CIVIL, STRUCTURAL, REFLECTED CEILING, PLUMBING HVAC AND ELECTRICAL DRAWINGS FOR WORK THAT WILL REQUIRE DEMO ITION AND ADDITIONAL DEMOLITION ITEMS. PROVIDE WEATHER PROTECTION DURING A DEMOLITION. PER OWNER REQUIREMENTS TO MAINTAIN NORMAL BUSINESS HOURS DURING PROJECT, INCLUDING LOCATIONS WHERE FULL OR PARTIA CEILING REMOVE/ REINSTALL IS RE UIRED FOR OVERHEAD WORK. Q CONTRACTOR TO SALVAGE ALL DOOR HARDWARE, LOCKS AND CYLINDERS FROM DOORS BEING REMOVED FOR RE-USE INTO NEW LOCATIONS. COORDINATE ALL KEYING WITH OWNER REPRESENTATIVE. CONTRACTOR TO GO THRU ENTIRE SPACE AND REMOVE ALL COLUMN MOUNTED FIRE EXT. PHONE JACKS SCANNERS AND OTHER MISC. ITEMS AND ACCESSORIES THROUGHOUT SALES AREA. SE UENCE REMOVALS TOQ COINCIDE WITH NEW INSTA ATIONS FOR EACH AREA. COORDINATE WITH Q-DRAWINGS, SIGNAGE PACKAGE AND ELECTRICAL DRAWINGS. AREAS OFCONCRETE REMOVAL-SEE MEP DEMO PLANS FOR ADDITIONAL INFORMATION AREAS OF CONCRETE THAT ARE ABNORMAL THICKNESS BASED ON GPR REPORT L T ALL TRADES TO PROVIOE PROPER TERMINATION FOR ALL REMOVE EXISTING WALL CONSTRUCTION IN ITS REMOVED EQUIPMENT NOT RE-USED IN NEW PLAN. ENTIRETY. REPAIR EXISTING FLOOR OR GENERAL TRADES TO PROVIDE ANY REQUIRED ADJACENT WA FINISHES AS REQUIRED FOR DISASSEMBLY OF EQUIPMENT AS REQUIRED FOR BOTH NEW CONSTRUCTION. EQUIPMENT REMOVED AS WE L AS RE OCATED. C.M. TO ARRANGE PRE-CONSTRUCTION DEMO MEETING 2 REMOVE EXISTING BULKHEAD CONSTRUCTION IN ITS ENTIRETY. REMOVE ANY ABANDONED KICKERSWITHALEFFECTEDSUBCONTRACTORSTOVERIFYAND COORDINATE ANY REMOVA OR DISASSEMB Y OF OR SUPPORT FRAMING. REPAIR EXISTING EXISTING, EQUIPMENT OR FIXTURES WITH APPROPRIATE ADJACENT CONSTRUCTION TO MATCH. OWNER PERSONNEL. CONTRACTOR TO TURN OVER ALL RECLAIMED EQUIPMENT AND MATERIALS TO OWNER'S NOT USED REPRESENTATIVE. REFER TO A800 SERIES SHEETS FOR NEW FLOOR FINISHES. COORDINATE REQUIRED FLOORING REMOVAL WITH NEW WORK. COORDINATE CUTTING OF EXISTING CONCRETE F OOR WITH THE PLUMBING DEMOLITION PLANS NEW PLUMBING PLANS REFRIGERATION PLAN ELECT. DRAWINGS & NEW CUT EXISTING WALL CONSTRUCTION AS RE UIRED 4 Q FLOOR FINISH PLANS. REFER TO ARCHICTURAL SHEETS a FOR NEW INT. DOOR OR WALL OPENING. VERIFY FOR ANY SPECIFIC DIMENSIONAL REQUIREMENTS. REFER SIZE AND LOCATION WITH NEW CONSTRUCTION. TO GROUND PENETRATING RADAR (GPR) REPORT FOR SLAB THICKNESS VARATIONS. CUT AND TRIM ANY UNEVEN UNFINISHED DRYWA REMOVE ENTIRE SIGN BAND CONSTRUCTION AND/ OR 5 CONSTRUCTION NEWLY EXPOSED FROM LOWERIN a RE ATED SIGN/ LETTERS ON PERIMETER SALES WA, SHELVING HEIGHTS. PREP TO RECEIVE NEW INFILL ENTRY VESTIBULE, CONCOURSE AND ALL HANGING AND/ OR NEW FINISHES. DIRECTIONAL SIGNAGE FROM CEILING/ROOF STRUCTURE REMOVE ANY RELATED ELECTRICAL OR LIGHTING REMOVE EXISTING WALL FINISHES AND SHEATHING DEMOLITION KEYNOTES REMOVE EXISTING WOOD THERMAL BREAK IN REMOVE EXISTING FLOORING AND BASE AS RE UIRED. PREP TO1022Q SLAB FROM EXISTING FREEZER BOXESa aRECEIVE NEW FINISHES. REFER TO NEW F OORING PLANS A800 REMOVE ENTIRE OPTI-GRID CEILING SYSTEM AND ALL SERIES. 11 RELATED COMPONENTS/HANGERS AND HARDWARE. PRIOR 23 REMOVE EXISTING RECESSED FLOOR MAT SYSTEM AND TO REMOVAL RE-SUPPORT ANY EXISTING M/E/P INE THAT PERIMETER TRIM. REFER TO NEW FLOORING PLANS. WILL REMAIN AS REQUIRED WHICH ARE CURRENTLY SUPPORTED BY GRID 24 NOT USED REMOVE EXISTING CEILING SYSTEM IN ITS ENTIRETY. REMOVE 12 AL ASSOCIATED SUPPORTS, HANGERS, AND HARDWARE. PATCH AND REPAIR ADJACENT FINISHES AS REQUIRED. 13 REMOVE EXISTING LINEAR METAL CEILING ASREQUIREDFORNEWCONSTRUCTION. REMOVE EXISTING EXTERIOR SOFFIT PANEL AS 14 REQUIRED FOR NEW CONSTRUCTION. REMOVE EXISTING E.I.F.S. FASCIA PANEL SHEATHING AND 15 FURRING AS RE UIRED TO INSTALL NEW CONSTRUCTION. Q 16 REMOVE AND REP ACE DAMAGED E.I.F.S. PANEL TO MATCH EXISTWG. aREMOVE INTERIOR SIGN BAND IN ITS ENTIRETY. PATCH & REPAIR WAL TO MATCH EXISTING ADJACENT CONDITIONS 25 REMOVE EXISTING CERAMIC TILE FLOORING AND SETTING MATERIALS. PREP FLOOR TO RECEIVE NEW FINISHES. REMOVE ANY PERIMETER "FLOORSTONE" UNDERLAYMENT OF PERIMETER TRANSITION TO VCT. NOTIFY C.M. IF RECESSED BED SET TILE IS FOUND. aSCRATCH UP EXISTING TILE TO REMAIN FOR APPLICATION OF 26 MANUFACTURER APPROVED UNDERLAYMENT AND RESINOUS FLOOR SYSTEM. REMOVE EXISTING DOOR FRAME AND HARDWARE. TURN OVER 2 ANY EXISTING OCKS, CY INDERS AND CLOSERS TO OWNER. REMOVE DOOR FOR REPLACEMENT. DOOR FRAME TO 28 REMAIN. SALVAGE ALL HARDWARE TO REINSTALL INTO REPLACEMENT DOOR IF NOT CALLED FOR NEW HARDWARE. 29 REMOVE EXISTING ALUMINUM ENTRY DOORS, 6 CUT EXISTING EXTERIOR CONCRETE SLAB AS RE UIRED FORQ HARDWARE AND AUTOMATIC OPENERaPATCHANDREPAIRALLSALESAREAWALLANDBULKHEADTOEXISTINGSTUDS. PREP TO RECEIVE NEW 18a NEW CONSTRUCTION. REFER TO CIVI AND ARCHITECTURA SURFACES AS REQUIRED FROM REMOVA OF A CONSTRUGTION/ FINISHES. EXISTING SIGNAGE ELEMENTS AND SIGN BAND FOR SPECIFIC SIZE AND LOCATION REQUIREMENTS. REMOVE EXISTING ALUMINUM FRAMED WINDOW AND CONSTRUCTION. PREP TO RECEIVE NEW FINISHES NOT USED CUT EXISTING INTERIOR CONCRETE SLAB AS REQUIRED FOR 30 SURROUNDING WALL FOR NEW DOOR OPENINGS. REMOVE REMOVE A L ABANDONED ROOF STRUCTURE HANGERS/ 19 NEW CONSTRUCTION. REFER TO ARCHITECTURAL FOR EXISTING CMU/TILE CURB AND CUT SLAB/FOUNDATION WALL UNISTRUT/ CLAMPS AND ASSOCIATED COMPONENTS SPECIFIC SIZE AND LOCATION REQUIREMENTS. TO MIN. 8" BE OW GRADE FOR NEW CONSTRUCTION. PRIOR TO ANY NEW PAINTWG, OR ADD ADD TOUCH-UP CUT EXISTING EXTERIOR WALL CONSTRUCTION FOR CUT & REMOVE EXISTING UNDERGROUND TRENCH ACCESS 31 NOT USEDPAINTONREMAININGROOFSTRUCTURE PHARMACY WINDOW OPENING. VERIFY FINAL SIZE 20 EXISTING BUILDWG DRAWWG AND AUDIT PHOTOS ARE COVERS. EXISTWG TRENCH TO REMAIN. AVAI ABLE FOR REVIEW ON SCHENKELSHULTZ FTP AND LOCATION w/ MANUFACTURER AND NEW CONSTRUCTION DETAILS & FABCON DRAWWGS Z CUT AND REMOVE EXISTWG S AB AS REQUIRED FOR REMOVA 32 NOT USED OF EXISTING UNDERGROUND ELECTRICAL WALKER DUCT. 1 9) NOT USED 33 REMOVE EXISTING INTERIdR WINDOWS AS REQUIRED FOR NEW WALL INFILL CONSTRUCTION 34 REMOVE EXISTING IMPACT DOOR. FRAME TO REMAIN. PREP FRAME FOR NEW DOOR INSTA ATION. PATCH & REPAIR FRAME AS REQUIRED. 35 NOT USED 36 REMOVE EXISTING WINDOW SYSTEM IN ITS ENTIRETY. 37 REMOVE EXISTING TOI ET AND URINAL PARTITIONS TO BE REPLACED. 38 NOT USED a39 REMOVE ALL RESTROOM FIXTURES AND ACCESSORIESTOBEREPLACEDw/ NEW. aREMOVE EXISTING MI WORK. REFER TO MEIJER 40 DOCUMENTS. 41 NOT USED aREMOVE EXISTING HANDRAIL/ GUARD RAIL AND 42 REP ACE w/ NEW. 43 REMOVE EXISTING DECORATIVE ACOUSTICAL TILES ANDASSOCIATEDHANGERS( SUPPORTS AS SHOWN. 44 NOT USEDa REMOVE EXISTING POST, BOLLARD OR PIPE GUARD AS 45 REQUIRED. CUT PIPE OR GUARD NEAR FLOOR TO ALLOW FOR CORING OUT OF CONCRETE AND FOOTING AS REQUIRED. PATCH AND REPAIR FLOOR AS REQUIRED FOR NEW FINISHES. 46 REMOVE EXISTING PLASTIC AMINATE WA PROTECTION AND BUMPERS TO RECEIVE NEW FINISHES ON ALL SA ES AREA, PUBLIC ACCESSIBLE WALL SURFACES, AND TEAM MEMBER ADMINISTRATIVE AND BREAK ROOM SPACES. REFER TO NEW CONSTRUCTION. 47 REMOVE ALL CORNER GUARD POSTS AT ALL REMOVED, RE OCATED OR REPLACED REFRIGERATION CASES, AND PATCH FLOOR AS REQUIRED. 48 REMOVE STEEL BUMPERS AND/ OR GUARD RAI S. PATCH FLOOR AS REQUIRED. VERIFY w/ OWNER FOR SALVAGE. 49 REMOVE ALL EXISTING HDPE BUMPERS FROM SALESAREA, COLUMNS & CONCOURSE AND ENTRIES WALLS, U.N.O.. 50 NOT USED 51 REMOVE EXISTING M/E/P FIXTURES. REFER TO M/E/P DEMOLITION SHEETS FOR FURTHER INFORMATION. 52 REFER TO REFRIGERATION PACKAGE FOR COORD. OFREMOVALOFEXISTINGCOOLER/FREEZER WALLS CEILWG, DOORS AND RELATED ACCESSORIES. a53 REFER TO PLUMBING AND REFRIGERATION P ANS FOR F OOR CUTTING REQUIRED FOR ALL UNDER GROUND DRAINS, UTILITIES AND PIPE TRENCHES. GRAPHIC REPRESENTATIONS ARE NOT INTENDED TO BE EXPLICIT. COORDINATE WITH PLUMBING AND REFRIGERATION DRAWINGS. VENDOR TO REMOVE EXISTING WALL MOUNTED SECURITY/L.P. MONITORS INCLUDWG ALL SUPPORTS 54 AND ELECTRONIC CONNECTIONS. CONTRACTOR TO PATCH & REPAIR WALL SURFACES 55 REMOVE EXISTING CONCRETE RETAINWG WALL AND FOOTING 5 REMOVE EXISTING EXTERIOR STEEL COLUMN AT GARDEN CENTER TO FOOTING APPROXIMATELY 8" BELOW GRADE. SHORE STRUCTURE AS REQUIRED FOR INSTALLATION OF NEW STEEL. 5$ REMOVE EXISTWG GARDEN CENTER FENCE, POSTS, AND GATES. 59 REMOVE EXISTING GARDEN CENTER KNEE WA, FENCE AND GATE CONSTRUCTION, INCLUDING ALL ASSOCIATED FOUNDATIONS. REMOVE CANOPY SKY IGHT ASSEMB Y IN ITS ENTIRETY. PATCH 60 ROOF AS REQUIRED TO MATCH EXISTING ADJAGENT CONDITIONS. REFER TO STRUCTURA DRAWINGS FOR ADDITIONAL INFORMATION REMOVE EXISTING GARDEN CENTER CO UMN, FOOTING, BEAMS, & 61 E.F.S. BAND IN THEIR ENTIRETY. PREPARE, PATCH ANDlOR REPAIR CONCRETE AS REQUIRED FOR NEW CONSTRUCTION. REMOVE EXISTING EXTERIOR CANOPY STRUCTURE IN ITS ENTIRETY g2 INC UDING META SOFFIT, E.LF.S., STEEL BEAMS, BACK TO COLUMN LINE'10' - PREPARE OPENING S FOR NEW CONSTRUCTION. REMOVE EXISTING EXTERIOR CANOPY STRUCTURE IN ITS ENTIRETY INCLUDING METAL SOFFIT E.I.F.S. STEEL BEAMS REFER TO STRL. 63 , , , FOR NEW ENTRY ASSEMBLY aREMOVE VEHICLE GUARD RAIL IN ITS ENTIRETY - DEMOLISH 64 FOOTINGS AS REQUIRED TO A LOW FOR NEW CONSTRUCTION REMOVE PORTION OF EXTERIOR FACE BRICK AS RE UIRED - PREPQ 65 FOR NEW CONSTRUCTION REFER TO EXTERIOR ELEVATIONS ANDa WAL SECTIONS FOR ADDITIONAL INFORMATION 66 REMOVE STRUCTURAL CO UMN AND FOOTING AS SCHEDU ED TOALLOWFORNEWCONSTRUCTION - REFER TO STRUCTURAL. 67 REMOVE PORTION OF ASPHALT DRIVE - REFER TO CIVI DRAWINGS 68 REMOVE GYP. BD. / HAT TRACK ASSEMBLY AS REQUIRED ATDISASSEMBLEEXISTINGGARDENCENTERSHADECLOTHCOOLERTOALOWFORNEWDETAI. 56 STRUCTURE AND HANGING PLANT STRUCTURE AT END BAY OF REDUCED FRAME CUT EXISTING TOP POST 69 REMOVE BRICK VENEER AND RIGID INSULATION AS REQ'D. TO CONNECTORS TO WITHIN 2" OF POST. REFER TO ARCH ALLOW FOR NEW WINDOW SYSTEM INSTALLATION. PRECAST TO FOR CAPPING OF CUT ENDS. REFER TO PLUMBING AND REMAIN. ELECTRICAL FOR ADDITIONAL INFO ON REMOVA OF IRRIGATION AND LIGHTING SYSTEMS. REMOVE POST FOOTWGS DUE TO NEW GRADE AND CIVI REQUIREMENTS. I '' • 0 ' ' ' '•• SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT 1 U.SC. ALL CONCEPTS IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC.ASSUCNALLCONCEPTS I EAS OESIGNS.ARRANGEMENTS DRAWINGS.AN PLANSIN ICATEDORREPRESENIEOBY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB snu Tz wc PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1 1990 LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS IDEAS. OESIGNS ARftANGEMENTS ORAWINGS ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA AWS. WRITfEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SNALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS ANO OR DETAiLS MUST BE SUBMIitED TO iHIS OFFICE FOR REVIEW BEFORE PRPCEEOING wI7H FABRICATION. x zr jt s y. fF t,r,; i,.r¢,z MEIJER STORE 1424 W. Carmel Dr. Carmel, IN 46032 revisions: ADDENDA #2 drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 ENLARGED Bid/Permitl Construction Set 2-13-2015 GENERAL DEMOLITION NOTES A. DEMO ITION SHALL INCLUDE AL ITEMS AS REQUIRED FOR COMPLETION OF PROPOSED PROJECT. COORDINATE WITH PROPOSED CONSTRUCTION. SEE GENERAL PROJECT NOTES SHEET A100 FOR ADDITIONA INFORMATION B. CONTRACTOR SHALL REVIEW ALL DRAWINGS RELATING TO AREA OF WORK TO DETERMINE SCOPE OF DEMO ITION AND VERIFY ALL EXISTING CONDITIONS INCLUDWG BUT NOT LIMITED TO DIMENSIONS, EQUIPMENT, FLOOR FINISHES, WA LS, CEI INGS, ETC. AND NOTIFY ARCHITECT AND OWNER REP. OF ANY DISCREPANCIES PRIOR TO DEMO ITION & CONSTRUCTION. C. CONTRACTOR SHA L LEGALLY DISPOSE OF AL DEMOLITION UNLESS NOTED OTHERWISE. D. REFER TO CIVIL, STRUCTURAL, REFLECTED CEILING, PLUMBING HVAC AND ELECTRICAL DRAWINGS FOR WORK THAT WILL REQUIRE DEMOLITION AND ADDITIONAL DEMO ITION ITEMS. E. PROVIDE WEATHER PROTECTION DURING ALL DEMO ITION. PER OWNER REQUIREMENTS TO MAINTAIN NORMA BUSINESS HOURS DURING PROJECT, INC UDING LOCATIONS WHERE FULL OR PARTIAL CEILING REMOVE/ REINSTALL IS REQUIRED FOR OVERHEAD WORK. F. CONTRACTOR TO SALVAGE ALL DOOR HARDWARE, LOCKS AND CYLINDERS FROM DOORS BEING REMOVED FOR RE-USE INTO NEW OCATIONS. COORDINATE ALL KEYING WITH OWNER REPRESENTATIVE. G. CONTRACTOR TO GO THRU ENTIRE SPACE AND REMOVE AL COLUMN MOUNTED FIRE EXT. PHONE JACKS SCANNERS AND OTHER MISC. ITEMS AND ACCESSORIES THROUGHOUT SALES AREA. SEQUENCE REMOVALS TO COINCIDE WITH NEW INSTALLATIONS FOR EACH AREA. COORDINATE WITH Q-DRAWINGS, SIGNAGE PACKAGE AND ELECTRICAL DRAWINGS. AREAS OF CONCRETE REMOVAL - SEE MEP DEMO PLANS FOR ADDITIONA INFORMATION AREAS OF CONCRETE THAT ARE ABNORMAL THICKNESS BASED ON GPR REPORT DEMOLITION KEYNOTES H. A L TRADES TO PROVIDE PROPER TERMINATION FOR A REMOVE EXISTING WALL CONSTRUCTION IN ITS REMOVE EXISTWG WOOD THERMAL BREAK IN REMOVE EXISTING FLOORING AND BASE AS REQUIRED. PREP TO REMOVED EQUIPMENT NOT RE-USED IN NEW PLAN. [% ENTIRETY. REPAIR EXISTWG FLOOR OR SLAB FROM EXISTWG FREEZER BOXES 22 RECEIVE NEW FINISHES. REFER TO NEW FLOORING PLANS A800 GENERA TRADES TO PROVIDE ANY REQUIRED ADJACENT WALL FINISHES AS REQUIRED FOR SERIES. DISASSEMBLY OF EQUIPMENT AS REQUIRED FOR BOTH NEW CONSTRUCTION. REMOVE ENTIRE OPTI-GRID CEILING SYSTEM AND ALL RELATED COMPONENTS/HANGERS AND HARDWARE. PRIOR REMOVE EXISTING RECESSED F OOR MAT SYSTEM ANDEQUIPMENTREMOVEDASWELLASRELOCATE0. 23 L C.M. TO ARRANGE PRE-CONSTRUCTION DEMO MEETING REMOVE EXISTING BULKHEAD CONSTRUCTION IN TO REMOVAL RE-SUPPORT ANY EXISTING M/E/P LINE THAT PERIMETER TRIM. REFER TO NEW FLOORING PLANS. WITH ALL EFFECTED SUB CONTRACTORS TO VERIFY AND % ITS ENTIRETY. REMOVE ANY ABANDONED KICKERS W REMAIN AS REQUIRED WHICH ARE CURRENT Y OR SUPPORT FRAMING. REPAIR EXISTING SUPPORTED BY GRIDCOORDINATEANYREMOVALORDISASSEMBLYOF 24 NOT USED EXISTING, EQUIPMENT OR FIXTURES WITH APPROPRIATE ADJACENT CONSTRUCTION TO MATCH. REMOVE EXISTING CEILING SYSTEM IN ITS ENTIRETY. REMOVE OWNER PERSONNEL. CONTRACTOR TO TURN OVER ALL 12 ALL ASSOCIATED SUPPORTS, HANGERS, AND HARDWARE. RECLAIMED EQUIPMENT AND MATERIALS TO OWNER'S PATCH AND REPAIR ADJACENT FINISHES AS REQUIRED. 3 NOT USED 25 REMOVE EXISTING CERAMIC TI E FLOORING AND SETTINGREPRESENTATIVE. J. REFER TO A800 SERIES SHEETS FOR NEW FLOOR REMOVE EXISTING LINEAR META CEI ING AS MATERIALS. PREP FLOOR TO RECEIVE NEW FINISHES. REMOVE 13 REQUIRED FOR NEW CONSTRUCTION. ANY PERIMETER "FLOORSTONE" UNDERLAYMENT OF FINISHES. COORDINATE REQUIRED FLOORING REMOVAL PERIMETER TRANSITION TO VCT. NOTIFY C.M. IF RECESSED WITH NEW WORK. K. COORDINATE CUTTWG OF EXISTING CONCRETE FLOOR 14 REMOVE EXISTING EXTERIOR SOFFIT PANEL AS BED SET TILE IS FOUND. WITH THE P UMBING DEMOLITION PLANS, NEW PLUMBING REQUIRED FOR NEW CONSTRUCTION. SGRATCH UP EXISTING TILE TO REMAIN FOR APPLICATION OF PLANS REFRIGERATION PLAN ELECT. DRAWINGS & NEW REMOVE EXISTING E.I.F.S. FASCIA PANEL SHEATHING AND 26 MANUFACTURER APPROVED UNDERLAYMENT AND RESINOUS CUT EXISTING WALL CONSTRUCTION AS REQUIRED a4 5 F OOR SYSTEM. FLOOR FINISH PLANS. REFER TO ARCHICTURAL SHEETS FURRING AS REQUIRED TO INSTA NEW CONSTRUCTION. FOR NEW INT. DOOR OR WA OPENING. VERIFY FOR ANY SPECIFIC DIMENSIONA REQUIREMENTS. REFER SIZE AND LOCATION WITH NEW CONSTRUCTION. REMOVE EXISTWG DOOR, FRAME AND HARDWARE. TURN OVER TO GROUND PENETRATING RADAR (GPR) REPORT FOR REMOVE AND REPLACE DAMAGED E.LF.S. PANEL TO MATCH 27 ANY EXISTING LOCKS, CYLINDERS AND CLOSERS TO OWNER. SLAB THICKNESS VARATIONS. CUT AND TRIM ANY UNEVEN UNFINISHED DRYWA 16 EXISTWG. 5 L. REMOVE ENTIRE SIGN BAND CONSTRUCTION AND( OR CONSTRUCTION NEW Y EXPOSED FROM LOWERING REMOVE DOOR FOR REPLACEMENT. DOOR FRAME TO RELATED SIGN/ LETTERS ON PERIMETER SALES WALL REMOVE INTERIOR SIGN BAND IN ITS ENTIRETY. 2$ REMAIN. SA VAGE ALL HARDWARE TO REINSTA INTOSHELVINGHEIGHTS. PREP TO RECEIVE NEW INFILL a17PATCH & REPAIR WALL TO MATCH EXISTINGENTRYVESTIBULE, CONCOURSE AND ALL HANGING AND/ OR NEW FINISHES. REP ACEMENT DOOR IF NOT CAL ED FOR NEW HARDWARE. a DIRECTIONAL SIGNAGE FROM CEILWGIROOF STRUCTURE ADJACENT CONDITIONS REMOVE ANY RELATED E ECTRICAL OR LIGHTING REMOVE EXISTING WAL FINISHES AND SHEATHING 29 REMOVE EXISTWG ALUMWUM ENTRY DOORS, 6 CUT EXISTING EXTERIOR CONCRETE SLAB AS REQUIRED FOR HARDWARE AND A T MATI PENERM. PATCH AND REPAIR A L SALES AREA WALL AND BU KHEAD TO EXISTING STUDS. PREP TO RECEIVE NEW U O C O 18 NEW CONSTRUCTION. REFER TO CIVIL AND ARCHITECTURALSURFACESASREQUIREDFROMREMOVALOFALLCONSTRUCTION/ FINISHES. FOR SPECIFIC SIZE AND LOCATION REQUIREMENTS. REMOVE EXISTING ALUMINUM FRAMED WINDOW ANDEXISTINGSIGNAGEELEMENTSANDSIGNBAND CONSTRUCTION. PREP TO RECEIVE NEW FINISHES NOT USED CUT EXISTWG INTERIOR CONCRETE SLAB AS REQUIRED FOR 30 SURROUNDING WALL FOR NEW DOOR OPENINGS. REMOVE N. REMOVE ALL ABANDONED ROOF STRUCTURE HANGERS/ 19 NEW CONSTRUCTION. REFER TO ARCHITECTURAL FOR EXISTING CMU/TI E CURB AND CUT S AB/FOUNDATION WALL UNISTRUT( CLAMPS AND ASSOCIATED COMPONENTS SPECIFIC SIZE AND LOCATION REQUIREMENTS. TO MIN. 8" BELOW GRADE FOR NEW CONSTRUCTION. PRIOR TO ANY NEW PAINTING, OR ADD ADD TOUCH-UP CUT EXISTING EXTERIOR WA CONSTRUCTION FOR CUT & REMOVE EXISTING UNDERGROUND TRENCH ACCESS 31 NOT USEDPAINTONREMAININGROOFSTRUCTURE $ pHARMACY WINDOW OPENING. VERIFY FINAL SIZE 20 O. EXISTING BUI DING DRAWING AND AUDIT PHOTOS ARE aCOVERS. EXISTING TRENCH TO REMAIN. AVAILABLE FOR REVIEW ON SCHENKELSHULTZ FTP AND OCATION w/ MANUFACTURER AND NEW CONSTRUCTION DETAILS & FABCON DRAWINGS 21 CUT AND REMOVE EXISTING SLAB AS REQUIRED FOR REMOVAL 32 NOT USED OF EXISTING UNDERGROUND ELECTRICAL WA KER DUCT. 9) NOT USED 33 REMOVE EXISTING INTERIOR WINDOWS AS REQUIRED FOR NEW WAL INFI CONSTRUCTION NO W y z o J' Z Q'W N ENLARGED PLAN @ 2 BACKROOM / BREAK ROOM AREA D100 SCALE: 1/8"=1'-0" URB IN AIR FLOOR MATCH REMOVE EXISTING IMPACT DOOR. FRAME TO REMAIN. PREP FRAME FOR NEW DOOR INSTALLATION. PATCH & REPAIR FRAME AS REQUIRED. 35 NOT USED 36 REMOVE EXISTING WINDOW SYSTEM IN ITS ENTIRETY. 3 REMOVE EXISTING TOILET AND URINAL PARTITIONS TO BE REPLACED. 38 NOT USED 39 REMOVE ALL RESTROOM FIXTURES AND ACCESSORIESTOBEREPLACEDw/ NEW. a40 REMOVE EXISTING MI LWORK. REFER TO MEIJERDOCUMENTS. 41 NOT USED a2 REMOVE EXISTWG HANDRAIL/ GUARD RAIL AND4REPLACEw/ NEW. a43 REMOVE EXISTING DECORATIVE ACOUSTICAL TILES ANDASSOCIATEDHANGERS/ SUPPORTS AS SHOWN. 44 NOT USED REMOVE EXISTING POST, BOLLARD OR PIPE GUARD AS 45 REQUIRED. CUT PIPE OR GUARD NEAR FLOOR TO ALLOW FOR CORING OUT OF GONCRETE AND FOOTING AS REQUIRED. PATCH AND REPAIR FLOOR AS REQUIRED FOR NEW FINISHES. 46 REMOVE EXISTING PLASTIC LAMINATE WALLPROTECTIONANDBUMPERSTORECEIVENEW FINISHES ON ALL SALES AREA, PUBLIC ACCESSIBLE WALL SURFACES, AND TEAM MEMBER ADMINISTRATIVE AND BREAK ROOM SPACES. REFER TO NEW GONSTRUCTION. 47 REMOVE ALL CORNER GUARD POSTS AT ALL REMOVED, RELOCATED OR REPLACED REFRIGERATION CASES, AND PATCH FLOOR AS REQUIRED. 48 REMOVE STEEL BUMPERS AND/ OR GUARD RAILS. PATCH FLOOR AS REQUIRED. VERIFY w/ OWNER FOR SALVAGE. 49 REMOVE AL EXISTING HDPE BUMPERS FROM SALESAREA, COLUMNS & CONCOURSE AND ENTRIES WALLS, U.N.O.. 50 NOT USED 51 REMOVE EXISTING M!E/P FIXTURES. REFER TO M/E/P DEMOLITION SHEETS FOR FURTHER INFORMATION. 52 REFER TO REFRIGERATION PACKAGE FOR COORD. OF REMOVA OF EXISTING COOLER/FREEZER WALLSa CEILING DOORS AND RELATED ACCESSORIES. a3 REFER TO PLUMBING AND REFRIGERATION PLANS FORFLOORCUTTINGREQUIREDFORALLUNDERGROUND DRAINS, UTILITIES AND PIPE TRENCHES. GRAPHIC REPRESENTATIONS ARE NOT INTENDED TO BE EXPLICIT. COORDINATE WITH PLUMBING AND REFRIGERATION DRAWINGS. VENDOR TO REMOVE EXISTING WA MOUNTED 54 SECURITY/L.P. MONITORS INCLUDING ALL SUPPORTS AND ELECTRONIC CONNECTIONS. CONTRACTOR TO PATCH & REPAIR WA SURFACES 55 REMOVE EXISTING CONCRETE RETAINING WALL AND FOOTING DISASSEMBLE EXISTING GARDEN CENTER SHADE CLOTH 5 STRUCTURE AND HANGING P ANT STRUCTURE AT END BAY OF REDUCED FRAME CUT EXISTWG TOP POST CONNECTORS TO WITHW 2" OF POST. REFER TO ARCH FOR CAPPWG OF GUT ENDS. REFER TO PLUMBING AND ELECTRICAL FOR ADDITIONAL INFO ON REMOVAL OF IRRIGATION AND LIGHTING SYSTEMS. REMOVE POST FOOTINGS DUE TO NEW GRADE AND CIVIL REQUIREMENTS. N ENLARGED PLAN @ MEAT & SEAFOOD / BACKROOM D100 SCALE: 1/8"=1'-0" 57 REMOVE EXISTING EXTERIOR STEEL COLUMN AT GARDEN CENTER TO FOOTING APPROXIMATELY 8" BELOW GRADE. SHORE STRUCTURE AS REQUIRED FOR INSTALLATION OF NEW STEEL. 58 REMOVE EXISTING GARDEN CENTER FENCE, POSTS, AND GATES. 59 REMOVE EXISTING GARDEN CENTER KNEE WALL, FENCE AND GATECONSTRUCTION, INC UDING ALL ASSOCIATED FOUNDATIONS. REMOVE CANOPY SKYLIGHT ASSEMBLY IN ITS ENTIRETY. PATCH 60 ROOF AS REQUIRED TO MATCH EXISTING ADJACENT CONDITIONS. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION REMOVE EXISTING GARDEN CENTER COLUMN, FOOTWG, BEAMS, & 61 E.F.S. BAND IN THEIR ENTIRETY. PREPARE, PATCH AND/OR REPAIR CONCRETE AS REQUIRED FOR NEW CONSTRUCTION. REMOVE EXISTING EXTERIOR CANOPY STRUCTURE IN ITS ENTIRETY g2 INCLUDING METAL SOFFIT, E.LF.S., STEEL BEAMS, BACK TO GOLUMN INE'10' - PREPARE OPENING S FOR NEW CONSTRUCTION. REMOVE EXISTING EXTERIOR CANOPY STRUCTURE IN ITS ENTIRETY 63 INC UDING META SOFFIT, E.I.F.S., STEEL BEAMS, REFER TO STRL., FOR NEW ENTRY ASSEMBLY aREMOVE VEHICLE GUARD RAIL IN ITS ENTIRETY - DEMOLISH 64 FOOTWGS AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION aREMOVE PORTION OF EXTERIOR FACE BRICK AS REQUIRED - PREP 65 FOR NEW CONSTRUCTION REFER TO EXTERIOR ELEVATIONS AND WALL SECTIONS FOR ADDITIONAL INFORMATION REMOVE STRUCTURAL COLUMN AND FOOTING AS SCHEDULED TO 66 AL OW FOR NEW CONSTRUCTION - REFER TO STRUCTURA. 67 REMOVE PORTION OF ASPHALT DRIVE - REFER TO CIVILDRAWINGS 68 REMOVE GYP. BD. / HAT TRACK ASSEMBLY AS REQUIRED ATCOOLERTOALLOWFORNEWDETAIL. 69 REMOVE BRICK VENEER AND RIGID INSULATION AS REQ'D. TOALOWFORNEWWINDOWSYSTEMINSTAATION. PRECAST TO REMAIN. 1 i MATCH INE REFER TO 21D102 C! 0 6 J MATCH INE SEE 1/D103 SCHENKE SHULTZ A R C H I T E C T U R E 111 E Wayne Street Suite 555 Fort Wayne, IN 46802 voice 260-424-9080 fax 260-424-1222 schenkelshuitz.com CONFIDENTIAL COPYRIGHT 2015 SCHENKEL & SHULTZ INC. SEE WWW.SCNENKEISNULTZ.COMICOPYRIGHT FOR POLICY AND INFORMATION PURSUANT TO SEGTION f 02 OF THE COPYRIGHT ACT 1 U.SC. ALL CONCEPTS IDEAS.OESI6NS. ARRANGEMEMS. ORAWINGS. AN PLANS IN ICATED OR REPRESENTED BY TNIS OCUMENT ARE COPYRIGHTED BY SCNENKE 8 SNULT2 INC.ASSUCNALLCONCEPTS I EAS OESIGNS.ARRANGEMENTS DRAWINGS.AN PLANSIN ICATEDORREPRESENIEOBY THIS DOCUMENT ARE OWNED BY AND THE PROPERIY OF SCHENKElSHUtiZ AND WERE CREATED EVOLVE AND OEVE OPEDFORITSOWNUSE NONEOFTHEIDEAS.OESIGNS,ARRANGEMEMS.ORPLANSSHALLBEUSE08YOR DISCLOSED TO ANY PERSON, ARCNITECTURAL OR ENGINEERING FIRM, CONSTRUCTION FIRM, SUBCONTRACTING FIRM, SUPPLIEft.OR CORPORATION fOR ANY PURPOSE WHATSOEVER WITHOUTTHE WRIiTcN PERMISSION OF SCHENKELB SH.Z N PURSUAM TO SECTION 102 OF THE COPYftIGHT ACT,1] U.S C,. PROTECTION FOft AN AftCHITECTURAI WORK CREATE AS A WORK MADE FOR HIRE ON OR AFlER ECEMBER 1, 1990, LASTS FOR 95 YEARS FROM THE DATE OF PUBtICATiON OF THE WORK OR FOR 120 YEARS FROM THE DATE OF CREATION OF THE UNPUBLISNED PL4NS. NMICHEVER TERM IS LESS. WARNING'. REPRODUGTION NERE F IS A CRIMINAL OFFENSE UN ER SECTION t02 OF THE COPYRIGHT ACT, 1'/ U S.C', 18 U.SC. SEC. 505. UNAUTHORIZED pISCLOSURE MAY CONSTITUTE TRAOE SECRET MISAPPROPRIATION IN VIOLATION OF IC.24-2-31-1 ET. SEQ. AND OTHER LAWS. THE CONCEPTS IDEAS. OESIGNS ARftANGEMENTS ORAWINGS ANO PtANS ISGtOSED ARE GOPVRIGHTED AND HEREIN MAY BE PATENTED OR BE THE SIIBJECT OF PEN ING PATENT APPtICATION. ANYONE VIOLAtING THE INTEM OF THIS COPYRIGHT PftOTECtiON WILL BE PROSECUtEO TO THE FUII EXTENT OF iHE fEDERALSTATEANOLOCA AWS. WRITTEN IMENSIONS ON THESE OCUMENTS SHALL t{pVE PRECEDENCE OVER SCAtE DIMENSIONS. CONTRACTORS SHALL VERIFY ANO BE RESPONSIB E fOR ALL DIMENSIONS AND CONDIliONS ON THE JOB AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATION FROM THE DIMENSIONS AN CONDITI NS SH WN BY THESE ORAWINGS. SHOP ORAWINGS AN60R ETAI S MUST BE SUBMITTED TO tHiS OFFICE FOR REVIEW BEFORE PROCEEQING W17H FABftICATiON. d` t 3 t t{1 f},r'} ,_.,;, 1424 W. Carmel Dr. Carmel, IN 46032 revisions: ADDENDA #2 drawn: - checked: - date: 2-13-2015 comm. no.: 1401808 Bid/Permitl Construction Set 2-13-2015