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872Drawings-PHASE 1-final (2)Copyright © 2016 KLUBER, INC. GENERAL NOTES INDEX OF DRAWINGS G100 COVER SHEET, GENERAL NOTES, SYMBOLS, & ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH DETAIL NUMBER s ;0DRAWING INDEX - -- BY INTERNATIONAL BUILDING CODE (2009) AND SHALL CONFORM TO ALL OTHER DRAWING NUMBER 12.24 � APPLICABLE MUNICIPAL, STATE, AND FEDERAL REGULATIONS INCLUDING THE ILLINOIS A210 ARCHITECTURAL DEMOLITION PLANS �23 ACCESSIBILITY CODE (1997) AND THE AMERICANS WITH DISABILITIES ACT. � A310 ARCHITECTURAL FLOOR PLANS DETAIL NUMBER — Z S310 STRUCTURAL PLANS NOTES, AND DETAILS A. GENERAL NOTES B: MISCELLANEOUS AND DEMOLITION NOTES DRAWING NUMBER A7.19 2 1. ALL CONTRACTORS ARE REQUIRED TO VISIT THE SITE AND BE KNOWLEDGEABLE 1. COORDINATE PENETRATIONS AND/OR SLEEVES REQUIRED IN WALLS, FLOORS, REGARDING EXISTING CONDITIONS AND THEIR EFFECT ON THE PROPOSED WORK. CEILINGS OR ROOFS FOR MECHANICAL AND ELECTRICAL WORK REQUIRED BY F 0 CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR, ANY CONDITIONS REQUIRING ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. DETAIL NUMBER DRAWING NUMBER 69.16 5 D MODIFICATION BEFORE PROCEEDING WITH THE PROJECT. --1 . 2. SEAL PENETRATIONS OF DUCTWORK, CONDUIT OR PIPES WITH UL APPROVED 3 m 2. NOTIFY THE OWNER'S REPRESENTATIVE A MINIMUM OF 72 HOURS PRIOR TO THE MATERIALS TO MAINTAIN THE FIRE RATING OF ASSEMBLIES. PROVIDE FIRE INTERRUPTION OF ANY UTILITY. DAMPERS AS INDICATED ON THE DRAWINGS.—` DETAIL NUMBER 1 > C•o u ml 3. PROTECT AND KEEP IN SERVICE ACTIVE UNDERGROUND UTILITIES, PIPES, OR CONDUITS, 3. APPLY APPROPRIATE & COMPATIBLE SEALANT MATERIALS AS REQUIRED TO DRAWING NUMBER r o co co co co o A6.05 WHETHER INDICATED ON THE DRAWINGS OR NOT, UNLESS SPECIFICALLY CALLED FOR TO SEPARATE DISSIMILAR METALS, FILL GAPS IN EXISTING ASSEMBLIES OR (f� o r o CO BE REMOVED, RELOCATED, OR DISCONNECTED AND ABANDONED. WHERE NEW AND EXISTING ASSEMBLIES MEET OR WHERE OTHERWISE CD = REQUIRED BY THE SPECIFICATIONS. COLUMN r m i = � o co CO = Q) c � E 00 4. CONTRACTORS AND SUBCONTRACTORS SHALL COORDINATE THEIR WORK WITH THAT OFNUMBER 26 Y m OTHER TRADES. 4. BRING ANY UNFORESEEN OR CONFLICTING CONDITIONS TO THE IMMEDIATE 0 ATTENTION OF THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE mWORK. 5. NO WORK WILL BE PERMITTED TO BE INSTALLED WITHOUT RECIPT AND SUBSEQUENT Z REVIEW OF FULL AND COMPLETE SUBMITTALS BY THE ARCHITECT/ENGINEER. LOCATION 1ST FLR. v 5. REPAIR, PATCH, OR REPLACE FINISH MATERIALS OR VISIBLE ASSEMBLIES ELEVATION 100'-0" 6. DO NOT SCALE DRAWINGS, DIMENSIONS INDICATED TAKE PRECEDENCE OVER SCALE. THAT ARE SOILED, CUT OR DAMAGED IN ANY FASHION DURING THE COURSE OF THE WORK. PERFORM PATCHING SUCH THAT EDGES BLEND INTO PROJECT PHASE 1 7. VERIFY ALL DIMENSIONS AND ELEVATIONS IN THE FIELD. WHERE DISCREPANCIES ARE CONTIGUOUS SURFACES SMOOTHLY, MATCHING TEXTURE AND COLOR OF z FOUND BETWEEN DIMENSIONS OR ELEVATIONS SHOWN AND ACTUAL FIELD CONDITIONS, ADJACENT SURFACES. ROOM 204Lu NOTIFY ARCHITECT/ENGINEER. NUMBER HERITAGE CENTER EXTERIOR 2 6. CONTRACTOR IS RESPONSIBLE FOR APPLYING AND OBTAINING A BUILDING 8. WHERE CONFLICTS MAY EXIST BETWEEN THE REQUIREMENTS OF PORTIONS OF THE PERMIT FROM THE VILLAGE OF OAK BROOK. KLUBER WILL PROVIDE THE CONTRACT DOCUMENTS, THE GREATER QUANTITY, HIGHER QUALITY OR MORE STRINGENT SIGNED AND SEALED DOCUMENTS AS REQUIRED. VILLAGE WILL BEDOOR RENOVATIONS & IMPROVEMENTS W > NO. NEW 203.2 REQUIREMENT SHALL GOVERN. THEREFORE, BY EXECUTING A CONTRACT FOR RESPONSIBLE FOR ANY PERMIT FEES . O CONSTRUCTION, THE CONTRACTOR AGREES THAT, IF IT RAISED NO QUESTIONS REGARDING SUCH CONFLICTS DURING THE BIDDING PROCESS, AND IN THE ABSENCE OF DOOR NO. EXISTING 203.1x 1112 OAK BROOK ROAD w A CLARIFYING ADDENDUM ISSUED DURING THE BIDDING PROCESS, IT HAS VOLUNTEERED a TO COMPLY WITH THE MORE EXPENSIVE REQUIREMENT AS PART OF ITS BASE BID AND IS NOT ENTITLED TO ANY ADDITIONAL COMPENSATION TO RESOLVE THE CONFLICT. NOMINAL THICKNESS CONSTRUCTION TYPEb OAK BROOK, IL 6 _ 9. THE CONTRACT DOCUMENTS REQUIRE THE CONTRACTOR TO FURNISH AND INSTALL SPECIAL CONDITION Q COMPLETE PRODUCTS, SYSTEMS AND SERVICES. BY EXECUTING A CONTRACT FOR Z CONSTRUCTION, THE CONTRACTOR AGREES THAT THE DRAWINGS SET FORTH THE DESIGN INTENT AND, THEREFORE, MAY NOT EXPRESSLY DEPICT EVERY LENGTH, KEYNOTE 15 211 z SEGMENT, PIECE, PART, COMPONENT OR UNIT OF A PRODUCT, SYSTEM OR SERVICE. IDENTIFICATION OWNER VILLAGE OF OAK BROOK U) THE CONTRACTOR FURTHER AGREES THAT, AS PART OF ITS BID, IT MUST FURNISH AND COMPONENT OR INSTALL EVRY LENGTH, EGMENT, PIECE,SYSTEM ESERVICE 1200 OAK BROOK ROAD Z ANDS CONSEQUENTLY,PTHE' CONTRACTOR ISAT ORENOTTENOTITLEDRTOO ANY WINDOW TYPE ADDITIONAL COMPENSATION FOR ANY LENGTH, SEGMENT, PIECE, PART COMPONENT OR IDENTIFICATION O UNIT OF A PRODUCT, SYSTEM OR SERVICE BECAUSE IT IS NOT EXPRESSLY DEPICTED OAK BROOK, IL 6 ~ HEREIN. Q > TOILET ACCESSORY x ❑ STANDARD ABBREVIATIONS IDENTIFICATION O Z Yo - AT EXP - EXPANSION PL - PLATE W o a N A B - ANCHOR BOLT EXP CONST - EXPOSED CONSTRUCTION PL LAM - PLASTIC LAMINATE SPOT �� c m `° ABR - ABRASIVE FD - FLOOR DRAIN PL - PLASTER ELEVATION \N ° Y O AT -(1) - ACOUSTIC TILE CEILING (TYPE) FDN - FOUNDATION PLB'G - PLUMBING goo ARCHITECT/ KLUBER, INC. pC AFF - ABOVE FINISH FLOOR FE - FIRE EXTINGUISHER PLB'G CONTR - PLUMBING CONTRACTOR o o AFG ACOUS - ABOVE FINISH GRADE ACOUSTIC FEC - FIRE EXTINGUISHER CABINET FHC FIRE HOSE CABINET PLYWD - PINT PLYWOOD PAINT ENGINEER 10 S. S H U MWAY AVE. m W m 'N _ _ _ ® STEEL — a ADD ADDITION FIN FINISH PVC POLYVINYL CHLORIDE ADD'L -ADDITIONAL FLR -FLOOR PL -(1) -GYPSUM PLASTER (TYPE) BATAVIA ILLINOIS 60510 ADJ - ADJACENT FRT - FIRE RETARDANT TREATED (RATED) R OR RAD - RADIUS W O AADJT LE FUR CHN'L ING CHANNEL "' EARTH TEL 630-406-1213 - ALDJUSTA FTG - FOOTING RD - ROOF DRAIN x ALT ANCH - ALTERNATE - ANCHOR GA - GAUGE GALV - GALVANIZED RO - RF (1) - ROUGH OPENING RUBBER FLOORING (TYPE) FAX 630-406-9472 W AP APPROX - ACCESS PANEL - APPROXIMATE GEN CONTR - GENERAL CONTRACTOR GC - GENERAL CONTRACTOR RH - REF - RIGHT HAND REFERANCE d ° Qa CONCRETE www.kluberinc.com ASPH - ASPHALT GL - GLASS REINF - REINFORCING W AUTO - AUTOMATIC GYP DB -1 - GYPSUM WALL BOARD (DRYWALL)(TYPE) REQ'D - REQUIRED AVG - AVERAGE GYP PL -((1 - GYPSUM PLASTER (TYPE) RM - ROOM INSULATION BSMT - BASEMENT H - HIGH SF - SQUARE FOOT RIGID Z BD - BOARD HD - HEAVY DUTY SI - SQUARE INCH W BITUM - BITUMINOUS/BITUMASTIC HD - HARD SK - SINK BLDG - BUILDING HDNR - HARDENER SS - STAINLESS STEEL ® INSULATION BLK'G - BLOCKING (WOOD) HD WD -(1) - HARD WOOD (TYPE) SSK - SERVICE SINK BATT BM - BEAM HDWRE - HARDWARE SQ - SQUARE W BRICK B. M. - BENCH MARK HGT - HEIGHT SCHED - SCHEDULE CD BT STL PL - BENT STEEL PLATE HM - HOLLOW METAL SEAL/HDNR - SEALER/HARDENER ® BRG - BEARING HP - HIGH POINT SEC - SECTION Q BRKT - BRACKET HORIZ - HORIZONTAL SHT - SHEET BRK - BRICK HTG - HEATING SIM - SIMILAR BTM - BOTTOM HVAC - HEATING/VENTILATING/AIR CONDITIONING SOG - SLAB ON GRADE wooD BTW'N - BETWEEN IN - INCH SPEC - SPECIFICATION(S) FINISHED CJ - CONSTRUCTION/CONTRACTION JOINT ID - INSIDE DIAMETER SPC'G - SPACING W BLOCKING CAB - CABINET INCL - INCLUDE (D) SPK'R - SPEAKER CEM PL -(l - CEMENT PLASTER (TYPE) INSUL - INSULATION OR INSULATING STN - STN CT PAV-(1 � - CERAMIC PAVER TILE (TYPE) JT - JOINT STD - STANDARD DISCONTINUOUS CIPC - CAST- IN- PLACE CONCRETE KD - KNOCK DOWN STD WGT - STANDARD WEIGHT r CLG CLR - CEILING - CLEAR L - LONG LAM - LAMINATED STL - STRUCT - STEEL STRUCTURAL OR STRUCTURE BLOCKING W CO - CLEAN OUT LAV - LAVATORY SUSP - SUSPEND(ED) CONTINUOUS CMU - CONCRETE MASONRY UNIT LH - LEFT HAND SYM - SYMMETRICAL COL - COLUMN LP - LOW POINT T - TREAD CONCRETE COMB - COMBINATION LGT WGT - LIGHTWEIGHT T&G - TONGUE AND GROOVE ® MASONRY UNIT COMP - COMPRESSIBLE LL - LIVE LOAD T/B - TOP OF BEAM (RUNNING BOND) COMPT'D - COMPACTED LLH - LONG LEG HORIZONTAL T/C - TOP OF CURB CONCRETE CONC - CONCRETE LLV - LONG LEG VERTICAL T/F - TOP OF FOUNDATION CONC OPNG - CONCRETE OPENING LVR - LOUVER T/S - TOP OF SLAB MASONRY UNIT COND - CONDITION MO - MASONRY OPENING T/STL - TOP OF STEEL (STACK BOND) CONT - CONTINUOUS MT - METAL THRESHOLD T/W - TOP OF WALL CONTR - CONTRACT (OR) MAS'Y - MASONRY TB (4) - TACKBOARD (LENGTH) BITUMINOUS CPT -0) - CARPET (TYPE) MAT'L - MATERIAL TOM - TOP OF MASONRY CT -(1) - CERAMIC TILE (TYPE) MAX - MAXIMUM TYP - TYPICAL CONCRETE CTR - COUNTER MB -(16) - MARKERBOARD- (LENGTH) UNO - UNLESS NOTED OTHERWISE CTR CTS SK - CEOUNTER NTER(S)SINK MECH - MECHANICAL MECH CONTR - MECHANICAL CONTRACTOR VBC - VBS - VINYL BASE COVED VINYL BASE STRAIGHT © AcousTlc SEALS & CERTIFICATES cn z CUH - CABINET UNIT HEATER MFR - MANUFACTURER VCT - VINYL COMPOSITION TILE CEILING PANEL CUV - CABINET UNIT VENTILATOR MIN - MINIMUM VEN PL (1) - VENEER PLASTER (TYPE) DIA - DIAMETER MISC - MISCELLANEOUS VERT - VERTICALo GYPSUM Ln DIM - DIMENSION MSB - MOP SERVICE BASIN (SINK) W - WIDE OR WIDTH o DN - DOWN MT(D) - MOUNT(ED) W/ - WITH WALL BOARD ARCHITECT'S STRUCTURAL ENGINEER'S m DR - DOOR MTL - METAL W/0 - WITHOUT SEAL SEAL DWG'S - DRAWINGS NIC - NOT IN CONTRACT WCG - WALL CORNER GUARD I HAVE PREPARED, OR CAUSED TO DTL -DETAIL NOM -NOMINAL WD -WOOD GRAVEL BE PREPARED UNDER MY DIRECT Q DWL'S - DOWELS NTS - NOT TO SCALE WDN - WINDOW SUPERVISION, THE ATTACHED PLANS EA - EACH NO - NUMBER WGT - WEIGHT AND SPECIFICATIONS AND STATE EJ - EXPANSION JOINT OA - OVERALL WP - WATER PROOF RAKED JOINT THAT TO THE BEST OF MY EL - ELEVATION OC - ON CENTER WWF - WELDED WIRE FABRIC CJ / EJ KNOWLEDGE AND BELIEF, AND TO JOB NO. 14 -172 -872 -PH -1 ELEC - ELECTRIC/ELECTRICAL OD - OUTSIDE DIAMETER WSB - WALL SERVICE BASIN THE EXTENT OF MY CONTRACTUAL DRAWN JMB ELEC CONTR - ELECTRICAL CONTRACTOR OF - OUTSIDE FACE OBLIGATION, THEY ARE IN CHECKED CDH ELEV EMBED - ELEVATOR -EMBEDMENT OPN G - OPENING OPP -OPPOSITE COMPLIANCE WITH IBC 2009 EDITION APPROVED CDH EMER - EMERGENCY OPP HD - OPPOSITE HAND THE ENVIRONMENTAL BARRIERS ACT SHEET TITLE EP PNT - EPDXY PAINT PSF - POUNDS PER SQUARE FOOT AND THE ILLINOIS ACCESSIBILITY EQ - EQUAL PSI - POUNDS PER SQUARE INCH CODE. EW - EACH WAY PT - PRESSURE TREATED COVER EWC - ELECTRIC WATER COOLER PTN - PARTITION KLUBER, INC. ILLINOIS PROFESSIONAL SHEET EWH - ELECTRIC WATER HEATER PAV'T - PAVEMENT DESIGN FIRM LICENSE #184-001284 ER -(26) - EXHIBIT RAIL (LENGTH) PC - PIECE EXIST - EXISTING PFM - PERMANENT FLOOR MAT "G" SERIES "G" SERIES SHEET NUMBER THE MATERIALS, ABBREVIATIONS, AND DRAFTING SYMBOLS LEGEND ARE EACH AN ALL INCLUSIVE MASTER LIST USED BY THIS FIRM. THE INCLUSION OF THESE LEGENDS INTO "A" SERIES "S" SERIES THESE DOCUMENTS DOES NOT IMPLY THAT ALL THE SYMBOLS OR MATERIALS INCLUDED IN THESE Gl 00 LEGENDS ARE INCORPORATED INTO THIS PROJECT. Copyright © 2016 KLUBER, INC. KEYNOTES k_i7 - 2.411 DEMOLISH EXISTING SUBSTRUCTURE: CONCRETE RETAINING WALL; SAW CUT WALL AT LIMITS OF DEMOLISHED AREA. 2.414 DEMOLISH EXISTING SUBSTRUCTURE: ALTERNATE BID NO. 1: PROVIDE VERTICAL SAWCUT IN FOUNDATION WALL AS REQUIRED TO REMOVE FOUNDATION WALL. 2.415 DEMOLISH EXISTING SUBSTRUCTURE: ALTERNATE BID NO. 1: REMOVE EXISTING FOUNDATION WALL AND ASSOCIATED FOOTING. 2.416 DEMOLISH EXISTING SUBSTRUCTURE: ALTERNATE BID NO. 1: REMOVE ENTIRE EXISTING SLAB ON GRADE. 2.423 DEMOLISH EXISTING SUPERSTRUCTURE: BASE & ALTERNATE BID NO. 1: STRUCTURAL ELEVATED CONCRETE SLAB. 2.439 SALVAGE EXISTING EXTERIOR CONSTRUCTION: STEEL GRATING STAIRS; SAVE FOR REINSTALLATION. 2.451 DEMOLISH EXISTING INTERIOR WALL CONSTRUCTION: PARTIAL HEIGHT MASONRY WALL. 2.491 DEMOLISH EXISTING MECHANICAL SYSTEM COMPONENT: CONDENSING UNIT; REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. 2.494 SALVAGE EXISTING SPRINKLER SYSTEM HEADS AND PIPES; TEMPORARILY REMOVE PRIOR TO OVERHEAD CONCRETE SLAB DEMOLITION; REINSTALL AFTER NEW OVERHEAD CONCRETE SLAB CONSTRUCTION IS COMPLETE. 2.498 SALVAGE EXISTING LIGHT FIXTURES, CONDUIT AND WIRING IN THIS AREA PRIOR TO OVERHEAD CONCRETE SLAB DEMOLITION; REINSTALL AFTER NEW OVERHEAD CONCRETE SLAB CONSTRUCTION IS COMPLETE. 2.499 PROTECT EXISTING DATA CABLE DURING EXISTING OVERHEAD CONCRETE SLAB DEMOLITION AND NEW OVERHEAD o CONCRETE SLAB CONSTRUCTION OPERATIONS; PROVIDE SUPPORT FOR EXISTING DATA CABLE FROM NEW OVERHEAD o c) o w 0 CONCRETE SLAB. v (n N T v 6 = o o 2.650 REMOVE AND LEGALLY DISPOSE OF EXISTING UNDERGROUND FUEL OIL STORAGE TANK, SURROUNDING SOILS C6 AND PORTION OF EXISTING CONCRETE SLAB -ON -GRADE BENEATH TANK. REMOVE 12" OF SOIL BENEATH THE o REMOVED LOWER SLAB ON GRADE. o a) � Y m c� Cn F_ Z W 2 W O w a Z Z O F O Z Yo O Q M W oo� mC Y 0 J 0WLL 1 0 °° 0 Y _ Wam 00 pC W _"0 r > x I , Lu1 IBJ I I 1 1110 W 1 1 I I I I i I I I T F_ L I I I I � I . I I , 1, 11 � Ind J W 2.439z I I I I a V I W 2.491 WORK BY OWNER w UPPER L AR HITE T RAL LEVE C C U2 DEMOLITION PLAN w SCALE: 1/8" = 1'-0" r W U) Q Z o a ® GENERAL NOTES a 2.498 WORK BY OWNER 1. REFER TO DRAWING G100 FOR PROJECT GENERAL NOTES. r - - - - - - - - - - - - - - - - - - - - - D 2. UNLESS NOTED OTHERWISE, WHERE EXISTING FLOOR, WALL AND CEILING SURFACES ARE INDICATED TO RECEIVE U) z FINISHES, DEMOLISH EXISTING FINISH MATERIALS (EXCEPT PROPERLY ADHERED PAINT) AND SALVAGE w g SURFACE -MOUNTED ITEMS; PROPERLY PREPARE SURFACES TO RECEIVE NEW FINISHES; REINSTALL N U SURFACE -MOUNTED ITEMS AT NEW LOCATIONS DETERMINED BY OWNER UNLESS SPECIFIC LOCATIONS ARE INDICATED ON DRAWINGS. cn _ o i i o 00 i i 2 499 3. STORE SALVAGED ITEMS AS DIRECTED BY OWNER. L,_WORK BY OWNER 4. PROTECT SALVAGED ITEMS FROM DAMAGE UNTIL INCORPORATED INTO THE WORK OR UNTIL MOVED TO OWNERS o PERMANENT STORAGE. Q It --------------- i i 2.414 5. ADDITIONAL DEMOLITION/ RECONSTRUCTION AND REMOVAL/REPLACEMENT OF ARCHITECTURAL AND STRUCTURAL � ELEMENTS IS REQUIRED TO COMPLETE THE WORK OF THIS PROJECT. COORDINATE WITH ARCHITECTURAL, MECHANICAL ' 2.650 AND ELECTRICAL DRAWINGS, AND PROVIDE DEMOLITION RECONSTRUCTION AND REMOVAL REPLACEMENT OF i ;•-------• 1 11 1 ARCHITECTURAL AND STRUCTURAL ELEMENTS AS REQUIRED TO COMPLETE THE WORK SHOWN ON THOSE DRAWINGS. JOB NO. 14 -172 -872 -PH -1 ---- ----------}----� DRAWN CDH 1 I 1 ; ;11 2.415 CHECKED CDH 1 111 1 APPROVED CDH 11 Q SHEET TITLE ARCHITECTURAL 1 �: ; 1 ; %': ; J 0 _____________________________� 2.414 , ;; ; a IIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 ----------------- -----------� 2.415•- ---------- DEMOLITION 1 PLANS 2.411 2.494 2.415 SHEET NUMBER WORK BY OWNER2 451 .� GARDEN LEVEL ARCHITECTURAL DEMOLITION PLAN SCALE: 1/8" = 1'-0" Copyright © 2016 KLUBER, INC. KEYNOTES k_i7 2.494 SALVAGE EXISTING SPRINKLER SYSTEM HEADS AND PIPES; TEMPORARILY REMOVE PRIOR TO OVERHEAD CONCRETE SLAB DEMOLITION; REINSTALL AFTER NEW OVERHEAD CONCRETE SLAB CONSTRUCTION IS COMPLETE. 2.498 SALVAGE EXISTING LIGHT FIXTURES, CONDUIT AND WIRING IN THIS AREA PRIOR TO OVERHEAD CONCRETE SLAB DEMOLITION; REINSTALL AFTER NEW OVERHEAD CONCRETE SLAB CONSTRUCTION IS COMPLETE. 2.499 PROTECT EXISTING DATA CABLE DURING EXISTING OVERHEAD CONCRETE SLAB DEMOLITION AND NEW OVERHEAD CONCRETE SLAB CONSTRUCTION OPERATIONS; PROVIDE SUPPORT FOR EXISTING DATA CABLE FROM NEW OVERHEAD CONCRETE SLAB. 3.032 CAST -IN-PLACE CONCRETE: SLAB -ON -GRADE INFILL; REFER TO DRAWING S310 FOR REINFORCING AND DOWELING INTO EXISTING ADJACENT SLAB; SLOPE SLAB TO TRENCH DRAIN. 3.035 CAST -IN-PLACE CONCRETE: RETAINING WALL; REFER TO DRAWING S310 FOR ADDITIONAL INFORMATION. 3.040 CAST -IN-PLACE CONCRETE: ALTERNATE BID NO. 1 - EXTERIOR SLAB ON GRADE EQUIPMENT PAD. SEE DETAIL 9/S310. 5.055 REINSTALL EXISTING SALVAGED STEEL GRATING STAIRS. RE -ANCHOR TO SLAB WITH EPDXY-SET STAINLESS STEEL THREADED RODS, NUTS AND WASHERS, AFTER TRAFFIC COATING TOPPING IS COMPLETE. PROVIDE CONTINUOUS BEAD OF TRAFFIC COATING MANUFACTURER'S RECOMMENDED JOINT SEALANT AROUND EACH THREADED ROD PROTRUDING FROM SLAB PRIOR TO RE-SETTNG STAIRS. AFTER STAIRS ARE REINSTALLED, COVER o NUT/WASHER ASSEMBLY AT EACH ANCHORAGE POINT WITH A LAYER OF TRAFFIC COATING MANUFACTURER'S o o 0 RECOMMENDED JOINT SEALANT. � w _ .a N T M 7.130 SHEET WATERPROOFING: REFER TO SPECIFICATIONS. o C 7.135 SHEET WATERPROOFING ACCESSORY: DRAINAGE/PROTECTION BOARD; REFER TO SPECIFICATIONS. ATTACH -5;o SECURLEY TO THE WALL. Y m c� 7.180 TRAFFIC COATING: REFER TO SPECIFICATIONS; EXTEND OVER ENTIRE AREA OF NEW SLAB. 7.181 TRAFFIC COATING ASSEMBLY: EXTEND COATING DOWN OPEN EDGES OF SLAB 2 INCHES; FEATHER SUCCESSIVE LAYERS OF COATING DOWN TO MINIMUM THICKNESS. NOTE: HOLD FINISH GRADE 4" DOWN FROM TOP NEW SLAB AT EDGES; DO NOT BURY TRAFFIC COATING ON EDGES OF SLAB. 7.182 TRAFFIC COATING ASSEMBLY: PROVIDE 1/4" x 1/4" CONTINUOUS SAWCUT KERF IN EXISTING BRICK MASONRY WALL AT 4" ABOVE SLAB; EXTEND TRAFFIC COATING 4 INCHES UP EXISTING WALL AND INTO KERF; FILL KERF WITH A CONTINUOUS BEAD OF TRAFFIC COATING MANUFACTURER'S RECOMMENDED JOINT SEALANT. Z 31.232 EXCAVATION FILL: ENGINEERED GRANULAR FILL. 1 1 2 W O w a Z Z O F O Z Yo O Q M W 0004 mC Y 0 J 0 W `S 7.130 ALTERNATE BID NO. 1 li 0 7.135 ALTERNATE BID NO. 1 LL O O Y W Q m Q O Y 5.055 7.180 _jLUJ r O r ALTERNATE BID NO. 1 7.130 W ALTERNATE BID NO. 1 7.135 d 7.180 d, 'a d 7.181 a uj d d Q d O d d ° O Lu d da. da z ° I— a a Q a 0 Lu 4 d a ° Z d a. � d Lu 31.232 y.(� 7.181 W7.18O ALTERNATE BID NO. 1 `�/j�0+ 3.040 ALTERNATE BID NO. 1 OC R LEVEL ARCHITECTURAL FL R PLAN UPPER 00 2 w SCALE: 1/8" = 1'-0" r W FOR ALTERNATE BID NO. 1: SEE SECTION 2/S310 FOR DRAINAGE, BACKFILL, ETC. U) TO BE INSTALLED AROUND EXISTING BUILDING FOUNDATION. o a ® GENERAL NOTES F) a 2.498 WORK BY OWNER 1. REFER TO DRAWING G100 FOR PROJECT GENERAL NOTES. r - - - - - - - - - - - - - - - - - - - - - D 2. FOR ALTERNATE NO. 4 AND ALTERNATE NO. 5. OWNER WILL PROVIDE LANDSCAPE RESTORATION OVER AREAS TO BE z EXCAVATED. CONFIRM WITH OWNER AREAS TO BE PLANTED WITH TURF GRASS OR SHRUBS TO ENSURE PROPER o Lu w DEPTH OF TOPSOIL IS PROVIDED IN EACH LOCATION. N I I I I I I 3. REPLACEMENT OF LANDSCAPING IN UNEXCAVATED AREAS DAMAGED BY THE CONTRACTOR IS THE RESPONSIBILITY OF THE CONTRACTOR. Ln U O m E El I 2'499 4. EXACT LAYOUT OF SUBDRAINAGE IS NOT INDICATED ON THESE DRAWINGS. IT IS UP TO THE CONTRACTOR TO WORK BY OWNER PRODUCE A SHOP DRAWING WITH THE EXACT LAYOUT FOR REVIEW BY THE OWNER AND ARCHITECT. 8 I I I I M I L= - - - - - - - - - - - - - - 0 I I 3.032 31.232 I JOB NO. 14 -172 -872 -PH -1 I DRAWN CDH CHECKED CDH <° a a ° . I APPROVED CDH = PAINT EXISTING BUILDIN ONCRETE FOUNDATION Q SHEET TITLE SURFACE EXPOSED T VIEW ABOVE GRADE ° I a 0 11111111111111111111111111-71 ARCHITECTURAL FLOOR PLANS PROVIDE VERTICAL 3.035 2.494 J�``�O �a,� SHEET NUMBER CHAMFERED JOINT. WORK BY OWNER GARDEN LEVEL ARCHITECTURAL FLOOR PLAN SCALE: 1/8" = 1'-0" Copyright © 2016 KLUBER, INC. GENERAL NOTES TESTING AND INSPECTION 2'-0" LAP PITCH 1/8"/FT. 7'180 3.313 SLAB S1 KEYNOTES 3.213 3.310 311, GENERAL a °. o d 7.181 ` . •.: �' '•:�'. �' :'� ....; 3.355 '• ' ' '• " '�} ao ,•a••�,a •• e - - 1. BEFORE PROCEEDING WITH ANY WORK WITHIN AND ADJACENT TO THE EXISTING FACILITY THE CONTRACTOR SHALL FAMILIARIZE THEMSELF WITH THE EXISTING STRUCTURAL AND OTHER 1.000 KEYNOTES TYPICALLY ARE NOT DUPLICATED WITHIN A GIVEN DETAIL, PLAN OR SHEET. CONTRACTOR IS TO ^ b ASSUME THAT AN UN -KEYED ITEM IS TO BE THE SAME AS THE KEYNOTED ITEM WITHIN THE SAME DETAIL, CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL NECESSARY BRACING, 1. THE APPROVED TESTING AGENCY SHALL BE RETAINED BY THE OWNER. SHORING AND OTHER SAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING WORK IN A SAFE o a °b : ' ,..a•. CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION AND TO PROTECT FROM 2. THE APPROVED TESTING AGENCY SHALL BE THE "SPECIAL INSPECTOR" REFERRED TO IN OF THE ' 3 222 t1'-0" 3.246 ®12" O.C. 3.010 EXISTING CONCRETE FOUNDATION WALL. - DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH ARE TO REMAIN. INTERNATIONAL BUILDING CODE (IBC), CHAPTER 17 "STRUCTURAL TESTS AND SPECIAL ,.. #5 3.011 EXISTING CONCRETE FOOTING. INSPECTIONS." b. ° 3.012 EXISTING CONCRETE SLAB. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS, ELEVATIONS, ETC. NECESSARY FOR THE 3.211 3.211 b#6 @ 12" O.C. 3.100 CONCRETE FORMING AND ACCESSORIES: CONTRACTOR TO PROVIDE ALL BRACING AS REQUIRED UNTIL SLABS2. PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE WORK TO THE EXISTING 3. REFER TO CHAPTER 17 OF THE 2009 INTERNATIONAL BUILDING CODE FOR DEFINITION OF TERMS. d• a 7.135 AND WALL HAS REACHED 75% OF ITS DESIGN STRENGTH. LEAVE IN PLACE UNTIL ALL FINAL FLOOR CONNECTIONS tTj ° d AND SLABS HAVE BEEN INSTALLED. WORK. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND DETAILS ARE TO APPLY TO ALL ELEMENTS 9 ' • ° ' 7.210 3.110 CONCRETE FORMING AND ACCESSORIES: CONTINUOUS 2x4 KEYWAY U.N.O. ERECTION OF STRUCTURAL MEMBERS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER. 4. THE TESTING AGENCY SHALL SUBMIT TO THE ENGINEER OF RECORD ONE (1) COPIES OF WEEKLY REPORTS OF THE TEST AND INSPECTIONS CONDUCTED DURING THE WEEK. THE REPORTS SHALL . WITH HORIZONTAL REINFORCING INCLUDING 3 211 FOUNDATION WALLS & FOOTINGS. da. a a 3.111 CONCRETE FORMING AND ACCESSORIES: CONTINUOUS 3/4" CHAMFER U.N.O. 3.211 CONCRETE REINFORCING: CONTINUOUS WALL/FOOTING REINFORCING. REFER TO SECTIONS AND SCHEDULES. _ STATE IF THE TESTS AND INSPECTIONS MET THE PROJECT REQUIREMENTS AND, IF NOT, WHAT PROVIDE (2)-#5 BARS U.N.O. OR DEPICTED. A 3. ALL EXISTING INFORMATION WAS EXTRACTED FROM THE EXISTING DRAWINGS DATED MARCH 28, FOLLOW-UP TESTS OR INSPECTIONS WILL BE MADE. a . 3.213 CONCRETE REINFORCING: CORNER/INTERSECTION BARS TO MATCH SIZE, SPACING AND QUANTITY OF WALL/FOOTING TYPICAL CORN ERIINTERSECTION BAR DETAILS 1975 AS PREPARED BY H. JAMES HESTRUP AND ASSOCIATES. 4. THE TESTING AGENCY SHALL NOTIFY GENERAL CONTRACTOR IMMEDIATELY IF ANY OF THE TYPICAL 31.232 a b:. 3.100 REINFORCING. PROVIDE IN ALL ELEMENTS WITH LONGITUDINAL REINFORCING. REFER TO TYPICAL DETAIL ON CONTRACT DOCUMENTS. 4. CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL SUBGRADES, FOUNDATIONS AND SLABS FROM SCHEDULED TESTS FAIL IN ORDER TO AVOID PROJECT DELAYS. SCALE: N.T.S. • :'.b 3.215 CONCRETE REINFORCING: REINFORCING STEEL MAT. #5 ®12" O.C. EACH WAY U.N.O. o � 3.216 CONCRETE REINFORCING: CONTINUOUS REINFORCING BAR. #5 U.N.O. QUANTITY AS DEPICTED. o 0 co FROST EFFECTS DURING INCLEMENT WEATHER. e 3.221 CONCRETE REINFORCING: #5 DOWELS @ 1'-0" O.C. HORIZONTAL LEG= 2'-6", VERTICAL LEG= 2'-6". ci T o 5. AT THE END OF THE PROJECT, THE TESTING AGENCY SHALL SUBMIT TWO (2) COPIES OFA ALTERNATE WALL FACES. 0 c 5. CONTRACTOR SHALL COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL SUMMARY REPORT OF ALL TESTS AND INSPECTIONS MADE TO THE ENGINEER OF RECORD AND ONE WALL ORIENTATION SHOWN IS GENERIC. SEE PLAN FOR ACTUAL WALL ORIENTATIONS. b ._ d 3.222 CONCRETE REINFORCING: #5 DOWELS ®2 -0 O.C. HORIZONTAL LEG= 2'-6", VERTICAL LEG= l'-3". ANCHOR .0 i C M M.E.P., AND VENDOR PREPARED SHOP DRAWINGS AND EXISTING CONDITIONS. SEE ARCHITECTURAL COPY OF ALL TESTS AND INSPECTIONS MADE TO THE BUILDING OFFICIAL AND THE OWNER. THE DETAIL TO APPLY AT ALL NEW WALL TO d INTO WALL USING INJECTION ADHESIVE/EPDXY SYSTEM PER PROJECT SPECIFICATIONS. EMBEDMENT TO BE O 2 2 Y DRAWINGS FOR WORKPOINTS. SEE CIVIL DRAWINGS FOR BENCHMARKS. SUMMARY REPORT SHALL STATE THAT THE TESTS AND INSPECTIONS MET THE PROJECT EXISTING WALL LOCATIONS. 7.130 b 4.. 8" U.N.O. = _ = 75 REQUIREMENTS. ANY TEST OR INSPECTIONS THAT FAILED TO MEET PROJECT REQUIREMENTS ° :' b.d 3.010 3.228 CONCRETE REINFORCING: CONTINUOUS HORIZONTAL REINFORCING. SIZE AND SPACING AS NOTED. 6. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING, SHEETING, BRACING ETC. AS REQUIRED SHALL BE NOTED. SUBMIT COPIES OF CORRESPONDENCE SHOWING ACCEPTANCE OR REJECTION 3.229 CONCRETE REINFORCING: CONTINUOUS VERTICAL REINFORCING. SIZE AND SPACING AS NOTED. TO PROTECT EXCAVATIONS AND EXISTING FOUNDATIONS DURING THE CONSTRUCTION PROCESS. OF THE MATERIAL OR WORKMANSHIP THAT FAILED TESTS OR INSPECTIONS. a a 3.246 CONCRETE REINFORCING: PROVIDE AS NOTED. 3.255 CONCRETE REINFORCING: #4 DOWEL X 2'-0" ® 1'-0" O.C. U.N.O. ANCHOR INTO EXISTING SLAB/WALL/FOOTING CONTRACTOR SHALL PROVIDE ALL REQUIRED ENGINEERING REQUIRED FOR SUCH SYSTEMS BY AN "QUALITY USING INJECTION ADHESIVE/EPDXY SYSTEM PER PROJECT SPECIFICATIONS. EMBEDMENT TO BE 6" U.N.O. ILLINOIS LICENSED STRUCTURAL ENGINEER. 6. SEE SPECIFICATION SECTION 1400 REQUIREMENTS" FOR ADDITIONAL INFORMATION. I a ° 3.300 CAST -IN-PLACE CONCRETE: 4" INTERIOR SLAB -ON -GRADE REINFORCED WITH WWF -6x6 W2.1 x W2.1. REFER 7. BACKFILLING OF FOUNDATIONS AND BELOW GRADE WALLS SHALL BE COMPLETED IN SUCH A FOUNDATION INSPECTION 3.010 Q :� a 3.012 b TO PLAN AND SPECIFICATIONS FOR MIX TYPE AND FINISH. 3.303 CAST -IN-PLACE CONCRETE: EXTERIOR SLAB -ON -GRADE. REFER TO SPECIFICATIONS FOR MIX TYPE AND FINISH. Z MANNER TO AVOID OVERTURNING OF THE WALL. PROVIDE ALL TEMPORARY BRACING AS REQUIRED. 1. ALL FOUNDATION EXCAVATIONS SHALL BE OBSERVED AND TESTED BY A REPRESENTATIVE OFA I " 23.009 .<.. ,p : REINFORCE WITH WWF -6x6 W2.1 x W2.1. SLOPE AWAY FROM BUILDING. ELEVATION AT DOOR AT MATCH INTERIOR SLAB/FINISH FLOOR ELEVATION. SLAB TO BE 5" THICK U.N.O. 1 1 Y.1 °°• ° �' 8. REFER TO DRAWING G100 FOR PROJECT GENERAL NOTES. QUALIFIED GEOTECHNICAL ENGINEERING FIRM. DAILY REPORTS OF OBSERVATIONS SHALL BE I ' O 3.310 CAST -IN-PLACE CONCRETE: FOUNDATION WALL. REFER TO PLAN, DETAILS AND SPECIFICATIONS FOR THICKNESS, PREPARED. 3.255 b REINFORCING, MIX TYPE AND FINISH. uj 9.THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL CONTRACT DRAWINGS, VENDOR DRAWINGS AND THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES FOR LOCATIONS OF SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS, HOLES AND 2. PROVIDE CONTINUOUS INSPECTION FOR THE FOLLOWING: 3.310 REMOVE TOP PORTION OF a. EXISTING FOUNDATION WALL ° a AS REQUIRED TO OBTAIN b <' 3.313 CAST -IN-PLACE CONCRETE: STRUCTURAL SLAB. REFER TO PLAN AND SPECIFICATIONS FOR THICKNESS, REINFORCING, MIX TYPE AND FINISH. 3.320 CAST -IN-PLACE CONCRETE: CONTINUOUS WALL FOOTING. REFER TO PLAN, SCHEDULE AND SPECIFICATIONS > O POSITIVE SLOPE AWAY 3.011 FOR THICKNESS, REINFORCING AND MIX TYPE. OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. A. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT FROM BUILDING. 3.335 CAST -IN-PLACE CONCRETE: ALTERNATE BID NO. 1: PROVIDE CONCRETE SLAB ON GRADE AT UPPER LEVEL. AND COMPACTION OF CONTROLLED FILL. COORDINATE FINAL PLAN DIMENSIONS WITH FUTURE MECHANICAL EQUIPMENT. FOR BIDDING ASSUME 15'x22' 10. THE STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THE STRUCTURE IN B. BACKFILL MATERIALS USED FOR BASEMENT WALLS AND RETAINING WALLS TYP. NEW FN D. WALL TO EXIST. DETAIL � TYPICAL CAL BASEMENT WALL S E CTI O N 3 SLAB. SEE DETAIL CONCRETE: 3.336 CAST -IN-PLACE CONCRETE: ALTERNATE BID N0. 1: INFILL EXISTING OPENING WITH CONCRETE. SEE DETAIL 6/S310 FOR DOWELING INFORMATION. ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEEN COMPLETED. THE 3. PROVIDE PERIODIC INSPECTION FOR THE FOLLOWING: SCALE: N.T.S. SCALE: 3/4"= 1'-0" 3.355 CAST -IN-PLACE CONCRETE ACCESSORY: WATER STOP. INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF SUCH GUYING/BRACING IS THE SOLE 3.380 CAST -IN-PLACE CONCRETE: PROVIDE WALL FINISH AS NOTED. Q RESPONSIBILITY OF THE CONTRACTOR. A. VERIFY MATERIALS BELOW FOOTINGS AS ADEQUATE TO ACHIEVE THE DESIGN BEARING Z 11. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS CAPACITY. 4.010 7.182 7.180 3.313 SLAB S1 4.010 EXISTING MASONRY WALL. ARE NOT SPECIFICALLY TAGGED OR SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, 5.565 METAL FABRICATION: MISCELLANEOUS STEEL ELEMENTS AS NOTED. CONNECT TO SUPPORTING ELEMENTS AS SUBJECT TO THE APPROVAL OF THE ENGINEER. B. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. d V •` ' ao 4.010 DEPICTED. 12. TRADE CONTRACTORS TO COORDINATE WITH M.E.P. DRAWINGS FOR ALL REQUIRED PIPE SLEEVES, C. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS. d y ° 7.130 SHEET WATERPROOFING: REFER TO SPECIFICATIONS. 7.135 SHEET WATERPROOFING ACCESSORY: DRAINAGE/PROTECTION BOARD; REFER TO SPECIFICATIONS. ATTACH 0 HANGERS, CAST -IN /RECESSED COMPONENTS AND INSERTS FOR M.E.P. EQUIPMENT AT SLABS AND 3.255 WALLS. D. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. c'•sill 4 ,` 3.246 f1'-0" � #6 ® 12" O.C. PROVIDE COLORED CONCRETE 3.010 TO MATCH EXISTING RETAINING SECURLEY TO THE WALL. 7.180 TRAFFIC COATING: REFER TO SPECIFICATIONS; EXTEND OVER ENTIRE AREA OF NEW SLAB. 7.181 TRAFFIC COATING ASSEMBLY: EXTEND COATING DOWN OPEN EDGES OF SLAB 2 INCHES; FEATHER SUCCESSIVE FOUNDATION &SLAB NOTES .. b � WALLS TO THE NORTH ALL SIDES LAYERS OF COATING DOWN TO MINIMUM THICKNESS. NOTE: HOLD FINISH GRADE 4" DOWN FROM TOP NEW SLAB REINFORCED CONCRETE INSPECTION 3.310 AT EDGES; DO NOT BURY TRAFFIC COATING ON EDGES OF SLAB. ° �. 7.210 7.130 '_ I I I I b 7.182 TRAFFIC COATING ASSEMBLY: PROVIDE 1/4" x 1/4" CONTINUOUS SAWCUT KERF IN EXISTING BRICK MASONRY 0 Fl. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301, SPECIFICATION FOR 1. PROVIDE CONTINUOUS INSPECTION FOR THE FOLLOWING: ° °' �� 3.010 b. 3.246 @ 12 O.C. 3111 - I I I -III -III -III WALL AT 4" ABOVE SLAB; EXTEND TRAFFIC COATING 4 INCHES UP EXISTING WALL AND INTO KERF; FILL KERF WITH A CONTINUOUS BEAD OF TRAFFIC COATING MANUFACTURERS RECOMMENDED JOINT SEALANT. Z � p STRUCTURAL CONCRETE BUILDINGS AND ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL � #5 T/WALL - I -I I I -I I -I I -I I -I I m „ 7.210 THERMAL INSULATION: BOARD INSULATION; 3 THICK; 2 LAYERS; ADHERED TO UNDERSIDE OF CONCRETE M 1 1 O N Lu CONCRETE". HOT WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305. COLD WEATHER A. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF SEE PLAN • •_ I=I I I=I I I -I I I -I I I -I I I -I I I ° 1=III=III=III=III=III=III=III=I I SLAB; TIGHTLY CUT INSULATION AND SEAL AROUND ALL PENETRATIONS WITH POLYURETHANE JOINT SEALANT. o w m CONCRETING SHALL BE IN ACCORDANCE WITH ACI 306. CONCRETE PER IBC REFERENCE 1911.5. d to -III-I I -I I 7135 = I=III=III ` �„ SMOOTH RUBBED 3.380 b I I -I I -I I -I - -I I A. ' ' ° = 23.009 FOOTING DRAIN: PROVIDE 4" PERFORATED PVC PIPE NEW FOOTING DRAIN AND CONNECT TO EXISTING Y O J Q 0 Y F2. CONCRETE CONTRACTOR TO COORDINATE ALL DIMENSIONS, ELEVATIONS, SLOPES, ETC. OF ALL CONCRETE SLABS / FOUNDATIONS WITH ARCHITECTURAL DRAWINGS. B. SAMPLING OF FRESH CONCRETE FOR SLUMP, AIR CONTENT AND TEMPERATURE AT THE TIME OF SECTION 5 d : I=I I I=I I I=I I I- I I=I II=I I I = ;° > III, -VIII -III- 7'130 I UNDERGROUND STORM PIPE; WRAP IN FILTER FABRIC. FIELD LOCATE LINE. O W p m O MAKING SPECIMENS FOR STRENGTH TESTS PER ACI 318, CHAPTERS 5.6, 5.8. SCALE: 3/4"= 1'-0" _ _-III-I I=10=IIMIII 31.232 EXCAVATION FILL: ENGINEERED GRANULAR FILL. O Y _=II=III= _ Z MI II MI II MI I_I-III-III-I I I= w � a m F 3. CONCRETE STRENGTHS AS FOLLOWS (28 DAY): C. INSPECTION OF CONCRETE PLACEMENT PER ACI 318, CHAPTERS 5.9, 5.10. • I=I I I -III -III -III -I I I-III-III=III 33.460 FILTER FABRIC: REFER TO SPECIFICATIONS. J Q _ A. FOOTINGS, FOUNDATION WALLS & PIERS= 3,000 PSI B. EXTERIOR SLABS= 4,500 PSI 2. PROVIDE PERIODIC INSPECTIONS FOR THE FOLLOWING FOR CONFORMANCE TO ACI 318: A. INSPECT REINFORCING STEEL PLACEMENT PER ACI 318, CHAPTERS 3.5, 7.1-7.7. 7,182 7.180 PITCH 1 /8"/FT. 3.313 SLAB S1 III=IIMIII-III-III=III-III= b I=1 I I=1 I I=1 I I=1 I I=1 11=1 I I- °°° .�\,\\,\\� III -III -III -I I I- #5 12" O.C. 3.229 I -III -III -I I ° ° ° ° ° ° ° ° ° ° 4 b ° • III-III=I ° ° ° ° ° ° ° (� 12" O.C. 3.228 W r O W 3.111 b d b• • `D a °, --"----"--"--" C. SEE SPECIFICATIONS FOR DETAILED CONCRETE MIX DESIGNS. B. VERIFY USE OF REQUIRED MIX DESIGN PER ACI 318, CHAPTERS 4,5.2-5.4. ;• #5 0 0 0 0 0 0 0 0 0 0 0 0 b I I a a . ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° O N a ' 3.303 • ,...•,°'". ,..;„•.., x • 00 ' • 0 0 0 0 0 0 0 0 0 0 0 0 o as Q _.• °, ° ' 4 a Aad . 3.215 F 4. REINFORCEMENT: C. MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES PER ACI 318, CHAPTERS d b ;� d 3.110 SO d, 0 0 0 0 0 0 0 0 0 0 0 0 0 a . MINIMUM 6" LAYER OF 31.232 W 5.11-5.13. b �' e b b 0 0 0 0 0 0 0 0 0 0°°° : d' 3.221 6„ CA -6 STONE A. BARS, TIES & STIRRUPS: ASTM A615 GRADE 60, DEFORMED 3.246 L6x4xj LLH (GALV.) 5.565 3'222 ® 12" O.C. b 0 0 0 0 0 0 0 0 0 . Z B. PROVIDE LAP SPLICES IN ACCORDANCE WITH ACI 301. 3. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS PER ACI 318, CHAPTER 6.1.1. t1'-6" #5 ABOVE DOOR NOT � L6x4 ° ° ° <. 3.011 ALT. NO. 1: TYPICAL EXTERIOR PAD 9 W :. ° •. '., , A. 7.210 3.320 4o d � ' 4 � .. � : • o SCALE: 3/4"= 1'-0" V C. FABRICATE & DETAIL REINFORCING STEEL IN ACCORDANCE WITH CRSI (DA4) MANUAL OF ° 4 •b 3.010 a. a • b.. : 31.232 PROVIDE COLORED CONCRETE STANDARD PRACTICE. TO MATCH EXISTING RETAINING W •. b � 3.246 #6 � 12" O.C. 21-6" 33.460 WALLS TO THE NORTH D. FACTORY MADE WIRE BAR SUPPORTS AND HOLDING BARS SHALL BE PROVIDED FOR ALL REINFORCING STEEL TO ENSURE MINIMUM CONCRETE COVER AND MAINTAIN POSITION DURING 3.221 3.310 3.111 Q CASTING. 3.100 SMOOTH RUBBED 3.380 T/WALL 7.130 w E. PROVIDE ADEQUATE AND PROPER SUPPORT OF ALL REINFORCING STEEL AS REQUIRED TO PROVIDE THE COVER REQUIREMENTS NOTED ON THE PROJECT DRAWINGS AND ACI 318. SECTION 4 TYPICAL RETAINING WALL SECTION - @ 12" O.C. 3.228 SEE PLAN •z. . • -I I I I= W #5 b SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0' III III=III: Z F. CONCRETE COVER FOR REINFORCEMENT TO BE AS FOLLOWS: �, W III -I 1I- > #5 ®12" O.C. 3.229 IjpIIIIIIIII_ LOCATIONIAPPLICATION COVER I=III- r STRUCTURAL SLAB: AS NOTED II W FOUNDATION WALL: 2" I IIIII I IIIII I I_ I=III=III= FOOTINGS: 3" ° '' I I I -I I I -III' Q a IE I I I=I I I= F 5. FOUNDATION AND SLAB ELEMENTS HAVE BEEN DESIGNED WITH A MINIMUM REQUIRED SAFE ALLOWABLE SOIL BEARING PRESSURE OF 3,000 PSF FOUNDED ON UNDISTURBED OR ENGINEERED FILL a Z 3.012 IIIEdII-I AT THE DESIGN ELEVATION NOTED ON THE DRAWINGS. CONTRACTOR SHALL ALERT THE QUALIFIED 3.255 ° o ° o 0 AND APPROVED TESTING AGENCY TO VERIFY THE SUB -BASE MATERIAL PRIOR TO CASTING �° ° ° ° ° ° 33.460 FOUNDATIONS AND SLABS. REMOVE AND REPLACE ANY UNSUITABLE MATERIALS AS DEEMED NECESSARY BY THE PROJECT SOILS REPORT AND TESTING AGENCY. �l�, 3.010 4 ' ° ° ° ° ° ° ° ° °� 0 °, 31.232 F6. CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING, SHEETING, BRACING ETC. AS 4A ° o 0 0 REQUIRED TO PROTECT EXCAVATIONS AND EXISTING FOUNDATIONS DURING THE CONSTRUCTION PROCESS. CONTRACTOR SHALL PROVIDE ALL REQUIRED ENGINEERING REQUIRED FOR SUCH I 3.011 40 d ' 4 < A. d SYSTEMS BY AN ILLINOIS LICENSED STRUCTURAL ENGINEER. F I I I a' . b .� .: 23.009 ° °:.. b ' d cn w 7. BACKFILLING OF FOUNDATIONS AND BELOW GRADE WALLS SHALL BE COMPLETED IN SUCH A El REMOVE & REINSTALL I > j MANNER TO AVOID OVERTURNING OF THE WALL. PROVIDE ALL TEMPORARY BRACING AS REQUIRED. EXISTING EXTERIOR I 4 I I -T- LSTEEL STAIR AS I S310 I I I 3.336 SECTION Q- Q cn L) o F 8. CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL SUBGRADES, FOUNDATIONS AND SLABS I REQUIRED TO INSTALL I I I NEW EXTERIOR SLAB. I I I SCALE: 3/4' = 1'-0" m FROM FROST EFFECTS DURING INCLEMENT WEATHER. I I i - - - - - - - - - - - - - - - 0 3.335 I- ---- - J L --I F L-------- -------- I I -- CODE AND LOADING (IBC 2009) M 9. ALL BOTTOM OF EXTERIOR FOOTINGS SHALL HAVE A MINIMUM OF T-6" GROUND COVER. -- :�...� I 6 I r I o COORDINATE ALL FINAL GRADE ELEVATIONS WITH ARCHITECTURAL AND CIVIL DRAWINGS. STEP I I I I 5310 5 I I A. DESIGN REQUIREMENTS AND STRUCTURAL LOADS ARE TO BE IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE AND ANY CITY/VILLAGE AMENDMENTS. FOOTINGS AS REQUIRED TO OBTAIN REQUIRED FROST PROTECTION. F I I I I p I II I �:.:..,,;...`,. SIM. - - - - - - - - - - - - - - - - - - - - ' ' : 3 - - - J �� mw JOB NO. 14 -172 -872 -PH -1 10. CONCRETE CONTRACTOR SHALL PROVIDE AN ADDITIONAL (5)-#5 BARS x 20-0 LONG TO BE FIELD I I �- - L -- - - - - - - - - - - - - , -1 m '� , ; DRAWN JMB PLACED CUT AND BENT AT THE DIRECTION OF THE ENGINEER. ANY UN -USED REINFORCING SHALL BE $ 3 Q I I I - . _ I I - I J Q � . s310 J s310 SIM_�� �� �w I L------------- B. LOADING CRITERIA. CHECKED JMB THE CONTRACTOR'S. I - --•�-, --J I Pe - -- _+L ---- :......:.....: I - - - - - - - - - - - - - - - - - - - - - ��-_ -_ 1. ROOF LOADS: APPROVED APP JMB F 11. SEE ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR ALL WATERPROOFING, �° �P�� �P�r a. NOT APPLICABLE TO PROPOSED STRUCTURAL RENOVATIONS SHEET TITLE DAMPROOFING AND INSULATION REQUIREMENTS. F 12. ALUMINUM MATERIALS OF ANY TYPE ARE PROHIBITED FROM BEING CAST, EMBEDDED OR IN 2 EXISTING SLAB S310 6 _ REPLACE EXISTING 2. FLOOR LIVE LOADS: a. EXTERIOR SLAB = 150 PSF STRUCTURAL PLAN DETAILS & NOTES CONTACT WITH THE CONCRETE WORK. S310 30 SLAB ON GRADE AS REQUIRED BELOW TANK 3. WIND LOADS: F 13. CONCRETE CONTRACTOR TO COORDINATE WITH M.E.P. CONTRACTORS FOR ANY REQUIRED S310 a. NOT APPLICABLE TO PROPOSED STRUCTURAL RENOVATIONS SHEET NUMBER FOUNDATION DEPRESSIONS, OPENINGS, KNOCK -OUTS, FLOOR DRAINS, INSERTS, ETC. f30'-lOY" f22'-3" 4. SEISMIC CRITERIA: F 14. ACCEPTABLE INJECTION EPDXY ADHESIVE PRODUCTS INCLUDE THE FOLLOWING: t1-9" a. NOT APPLICABLE TO PROPOSED STRUCTURAL RENOVATIONS GARDEN LEVEL STRUCTURAL PLAN( a. FAST -CURING INJECTION ADHESIVE SYSTEM. b. SIMPIMPSON ON ST STRONG -TIE SET-XPHIGH-STRENGTH ANCHORING ADHESIVE SYSTEM. 5. STRUCTURALLY SUPPORTED EQUIPMENT: S310 C. POWERS FASTENERS PURE 110+ EPDXY INJECTION ADHESIVE ANCHORING SYSTEM. SCALE: 1/8" = 1'-0" a. EXTERIOR CHILLERS = 1,800 LBS EACH