HINSDALE, ILLINOIS FOR MATERIAL INDICATIONS GRAVEL CMU

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1 ABBREVIATIONS AND SYMBOLS MATERIAL INDICATIONS DRAWINGS INDEX CERTIFICATION AB AC AC.T. ADA ANCHOR BOLT ACOUSTIC ACOUSTICAL TILE AMERICANS WITH DISABILITIES ACT DL. DR. DRWG. DS DEAD LOAD DOWN DOOR DRAWING DOWNSPOUT INT. JAN. JT. L LAM. INTERIOR JANITOR JOINT LENGTH LAMINATE REINF. REQD. RM. ROW SC REINCING REQUIRED ROOM RIGHT OF WAY SOLID CORE CMU CONCRETE GRAVEL INSULATION - RIGID BATT TITLE T- TITLE SHEET, ABBREVIATIONS AND SYMBOLS, GENERAL NOTES, DRAWINGS INDEX, CERTIFICATION Architect: HEALY, BENDER & ASSOCIATES, INC. We hereby certify that these Drawings and Specifications dated January 5, 09 for the construction of the 09 AFF ABOVE FINISHED FLOOR EA. EACH LAV. LAVATORY SCHED. SCHEDULE ARCHITECTURAL Tuckpointing Work, Monroe Elementary School located at 0 AISC ALUM. BB BD. AMERICAN INSTITUTE OF STEEL CONSTRUCTION ALUMINUM AND AT BULLETIN BOARD BOARD EIFS EL. ELEV. EQ. EQUIP. EW EXTERIOR INSULATED FINISH SYSTEM ELEVATIONS (USGS) ELEVATION EQUAL EQUIPMENT EACH WAY LG. LL LVT MAS. MATL. MAX. MB LONG LIVE LOAD LUXURY VINYL TILE MASONRY MATERIAL MAXIMUM MARKERBOARD SECT. SF SGT. SHT. SIM. SP. SECTION SQUARE FOOT STRUCTURAL GLAZED TILE SHEET SIMILAR SPACES EARTH FACE BRICK METAL - LARGE BATT WOOD - ROUGH FINISHED A- A- A- COMPOSITE FLOOR PLANS, NOTES ROOF PLAN AND BUILDING PHOTOGRAPHS N. Madison St., Hinsdale, Illinois 05 for Community Consolidated School District, in DuPage County, Illinois were prepared under our supervision and to the best of our knowledge comply with 05 International Building Code and Illinois Administrative Code 0 as prepared and provided by the State Board of Education. BIT. BLDG. BLK. BITUMINOUS BUILDING BLOCK EWC EXIST. EXP. ELECTRIC WATER COOLER EXISTING EXPANSION MECH. MFR. MIN. MECHANICAL MANUFACTURER MINIMUM SPEC. SQ. SS SPECIFICATION SQUARE STAINLESS STEEL MARKING EXPLANATIONS The Drawings consist of drawings as listed in the Drawings Index on drawing Title Sheet T-. BLKG. BM. BLOCKING BEAM EXT. FBO EXTERIOR FURNISHED BY OTHERS MISC. MO MISCELLANEOUS MASONRY OPENING STL. STOR. STEEL STORAGE DETAIL OR SECTION GENERAL NOTES The Specifications consist of specification sections as listed BOT. BRG. BTN. BUR B/ CAB. CB CEIL. BOTTOM BEARING BETWEEN BUILT- ROOF BOTTOM OF CABINET CHALKBOARD CEILING FD F. FE FIN. FLEX. FLR. FR. FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FINISHED FLEXIBLE FLOOR FRAME MPH MTL. MTD. NIC NO., # NOM. NS OC MILES PER HOUR METAL MOUNTED NOT IN CONTRACT NUMBER NOMINAL ON CENTER STRUCT. ST. SUSP. SY T. TB TEMP. THK. STRUCTURAL SPORT SUSPENDED SQUARE YARD TREAD TACK BOARD TEMPERED THICK NUMBER SHEET WHERE DETAIL OR SECTION APPEARS.. EACH BIDDER SHALL VISIT THE SITE OF PROPOSED WORK AND FULLY ACQUAINT THEMSELVES WITH CONDITIONS RELATING TO CONSTRUCTION AND LABOR SO THAT THEY MAY FULLY UNDERSTAND THE FACILITIES, DIFFICULTIES AND RESTRICTIONS AFTING THE COMPLETION OF THE WORK INCLUDED UNDER THE CONTRACT. FIELD VERIFY AND COORDINATE ITEMS, DIMENSIONS, CONDITIONS, AND QUANTITIES, ETC. REVIEW ANY DISCREPANCIES WITH ARCHITECT. in the Project Manual Table of Contents. The Contract Documents also include the AIA Document A0 - Standard Form of Agreement Between Owner & Contractor, 0 Edition; AIA Document A0 - General Conditions of the Contract for Construction, 0 Edition; and Section Supplementary Conditions. CJ CL CLO. CLR. CONTROL JOINT CENTERLINE CLOSET CLEAR FRMG. FRT FTG. GA. FRAMING FIRE RETARDANT TREATED FOOTING GAUGE OD OF OH OPG. OUTSIDE DIAMETER OUTSIDE FACE OVERHEAD OPENING TL TOIL. TYP. T/ TOTAL LOAD TOILET TYPICAL TOP OF. MAINTAIN REQUIRED EXITS FROM THE EXISTING BUILDING THROUGH SUBSTANTIAL COMPLETION. EXISTING ITEMS ARE TO REMAIN, UON. HEALY, BENDER & ASSOCIATES, INC. CLRM. CMU CO COL. CLASSROOM CONCRETE MASONRY UNIT CLEAN OUT COLUMN GALV. GC GEN. GFCI GALVANIZED GENERAL CONTRACTOR GENERAL GROUND FAULT CIRCUIT OPP. PART. PC PEMB OPPOSITE PARTITION PRECAST PRE-ENGINEERED UON VCT UNLESS OTHERWISE NOTED VINYL COMPOSITION TILE 5. PROPERLY PROTECT EXISTING BUILDING, CONCRETE WALKS, CURBS, PAVING, GRASS, LANDSCAPING, ETC. REPLACE ANY DISTURBED AND DAMAGED AREAS WITH NEW LIKE MATERIALS, SOD, LANDSCAPING, ETC. MATCHING EXISTING, ETC. By: David G. Patton, AIA, LEED AP BD+C License Number: 00-0 License Expires: November 0, 00 CONC. COND. CONST. CONT. CONTR. CORR. CPT. CT CONCRETE CONDITION CONSTRUCTION CONTINUOUS CONTRACTOR CORRIDOR CARPET CERAMIC TILE GFRC GFRG GL. GYP. BD. HC INTERRTER GLASS FIBER REINCED CONCRETE GLASS FIBER REINCED GYPSUM GLASS GYPSUM BOARD HOLLOW CORE PEWB PLAS. PL PT PSF PSI METAL BUILDING PRE-ENGINEERED WOOD BUILDING PLASTIC PLATE PORCELAIN TILE POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH VERT. VEST. VIF W WC WD. WWF W/ VERTICAL VESTIBULE VERIFY IN FIELD WIDTH WATER CLOSET WOOD WELDED WIRE FABRIC WITH... PROVIDE MATERIALS AND PERM WORK TO PROVIDE A COMPLETE WEATHERTIGHT CONDITION. PATCH AND REPAIR EXISTING CONSTRUCTION AFTED BY THE WORK WITH MATERIALS AND FINISHES CONSISTENT WITH EXISTING CONSTRUCTION WHETHER OR NOT INDICATED ON DRAWINGS, TYP, UON. RESTORE ITEMS/DAMAGED AREAS AT STAGING AREA, ETC. TO ORIGINAL FULLY FUNCTIONAL CONDITION. COORDINATE STAGING AREA/LOCATIONS WITH OWNER. Signature: Professional Design Firm - Architect Corporation Healy, Bender & Associates, Inc. David G. Patton, Managing Agent DAVID G. PATTON 00-0 D DEEP HM HOLLOW METAL / PER W/O WITHOUT License Number: DET. DETAIL HORIZ. HORIZONTAL QT QUARRY TILE WP WORK POINT Expiration Date: April 0, 09 DF DRINKING FOUNTAIN HT. HEIGHT R. RISER DIA. DIAMETER IF INSIDE FACE RAD. RADIUS DIM. DIMENSION INSUL. INSULATION RD ROOF DRAIN TITLE SHEET, ABBREVIATIONS AND SYMBOLS, GENERAL NOTES, DRAWINGS INDEX, CERTIFICATION T- A- OF

2 MASONRY TUCKPOINTING AND REPAIR/REPLACEMENT WORK NOTES. REPAIR CRACKED AND/OR SPALLED BRICKWORK AS FOLLOWS: A. REMOVE CRACKED AND DAMAGED BRICK BY CUTTING OUT THE MORTAR AROUND THE AFTED UNITS WITH A TUCK POINTERS CHISEL. EASE OF REMOVAL, THE DAMAGED BRICK TO BE REMOVED CAN BE BROKEN. ONCE THE UNITS ARE REMOVED, THE REMAINING MORTAR SHALL BE CHISELED OUT OF THE REMAINING ADJACENT BRICKWORK. B. GRIND OUT CRACKED MORTAR JOINTS TO A UNIM DEPTH OF ƒ" AND TUCKPOINT THE JOINTS AS NOTED. C. REINSTALL BRICK AS FOLLOWS: i. LAY REPLACEMENT BRICK PLUMB AND TRUE TO LINES. ii. LAY REPLACEMENT BRICK WITH SOLIDLY FILLED MORTAR JOINTS. iii. BUTTER ENDS OF BRICK WITH SUFFICIENT MORTAR TO FILL HEAD JOINTS. iv. ROCK CLOSURE UNITS INTO PLACE WITH MORTAR SET AGAINST THE BRICK HEAD JOINTS IN THE OPENING. v. LAY MASONRY TO MATCH EXIST. BOND PATTERN AND MORTAR JOINT SIZE. vi. ADJUST UNITS TO FINAL POSITION WHILE MORTAR IS SOFT AND PLASTIC. IF UNITS ARE DISPLACED AFTER INITIAL SET, REMOVE, CLEAN JOINTS AND UNITS OF MORTAR, AND RESET UNIT WITH FRESH MORTAR.. TUCKPOINT 00% OF MORTAR JOINTS IN THE FACE BRICK WHERE INDICATED AND SELECTIVELY TUCKPOINT MORTAR JOINTS THAT CONTAIN SHEAR CRACKS, SHRINKAGE CRACKS, SEPARATION CRACKS, HEAVY EROSION, UNSOUND MORTAR, AND ANY OTHER M OF DETERIORATION. 0 R R R R C C0 C0 0 C R0 C0 C A 05 R5 C0 0 9 C R5 S 09 R C C09 MZ C 5A A C0 C05 C0 0 C0 R 5 5 MZA MZ R R M 0 0 C B C0 C R R 0 09 M5 00B R 0 00A 0 C0 C0 A R9 A 0 05 C5 A R C C 9 M 0 S S COMPOSITE FLOOR PLANS, NOTES COMPOSITE FIRST FLOOR PLAN ˆ" = '-0" 0 COMPOSITE SECOND FLOOR PLAN ˆ" = '-0" A- OF

3 REMOVE EXISTING CAULK, ETC. AT EXISTING. STONE COPING JOINT AND PROVIDE NEW BACKER ROD AND CAULK - TYP. ON BOTH SIDES OF EXISTING SLATE ROOF EXISTING SLATE ROOF PHOTOGRAPH A NOT TO SCALE EXISTING SLATE ROOF REMOVE EXISTING CAULK, ETC. AT EXISTING STONE COPING JOINT AND PROVIDE NEW BACKER ROD B AND CAULK - TYP. ON BOTH SIDES OF EXISTING A SLATE ROOF PHOTOGRAPH NUMBER AND DIRECTION EXISTING SLATE ROOF SEE DETAIL / PHOTOGRAPH NUMBER AND DIRECTION SEE DETAIL / PHOTOGRAPH B NOT TO SCALE ROOF PLAN AND BUILDING PHOTOGRAPHS ROOF PLAN ˆ" = '-0" 0 AOF COPYRIGHT C 09 HEALY, BENDER & ASSOCIATES, INC.

4 EXISTING METAL CONDUCTOR HEAD AND DOWNSPOUT '-" VIF EXISTING STONE BAND '-0" PRIOR TO TUCKPOINTING REMOVE EXISTING BLACK TAR/ASPHALT FROM FACE BRICK AND STONE BAND - VIF ELEVATION " = '-0" 0 EXISTING THROUGH-WALL SCPER '-0" VIF LEGEND '-" VIF INDICATES AREA TO RECEIVE 00% TUCKPOINTING AND REPAIR/ REPLACEMENT WORK OF CRACKED AND SPALLED BRICKWORK. INDICATES AREA TO RECEIVE 00% TUCKPOINTING OF STONE. '-0" VIF '-0" VIF 5 EAST ELEVATION " = '-0" BUILDING KEY PLAN '-" VIF 0'-0" VIF EAST ELEVATION " = '-0" A- OF

5 '-0" VIF PARTIAL SOUTH ELEVATION " = '-0" 0 LEGEND INDICATES AREA TO RECEIVE 00% TUCKPOINTING AND REPAIR/ REPLACEMENT WORK OF CRACKED AND SPALLED BRICKWORK. INDICATES AREA TO RECEIVE 00% TUCKPOINTING OF STONE. 5 5 PARTIAL SOUTH ELEVATION WEST ELEVATION - COURTYARD " = '-0" " = '-0" BUILDING KEY PLAN WEST ELEVATION " = '-0" '-" VIF INDICATES APPROXIMATE LOCATION OF CRACK IN EXISTING FACE BRICK - VIF. '-" VIF '-" VIF '-" VIF '-0" VIF '-9" VIF 5'-9" VIF WEST ELEVATION " = '-0" A- OF