Hinsdale, Illinois Monroe Elementary School 2019

2019 TUCKPOINTING WORK MONROE ELEMENTARY SCHOOL HINSDALE, ILLINOIS

FOR

COMMUNITY CONSOLIDATED SCHOOL DISTRICT 181 CLARENDON HILLS, DUPAGE COUNTY, ILLINOIS

ABBREVIATIONS AND SYMBOLS MATERIAL INDICATIONS DRAWINGS INDEX CERTIFICATION

AB ANCHOR BOLT DL DEAD LOAD INT. INTERIOR REINF. REINFORCING TITLE CMU GRAVEL Architect: HEALY, BENDER & ASSOCIATES, INC. AC ACOUSTIC DN. DOWN JAN. JANITOR REQD. REQUIRED T-1 TITLE SHEET, ABBREVIATIONS AND SYMBOLS, AC.T. ACOUSTICAL TILE DR. DOOR JT. JOINT RM. ROOM GENERAL NOTES, DRAWINGS INDEX, CERTIFICATION ADA AMERICANS WITH DRWG. DRAWING L LENGTH ROW RIGHT OF WAY We hereby certify that these Drawings and Specifications CONCRETE INSULATION - RIGID BATT DISABILITIES ACT DS DOWNSPOUT LAM. LAMINATE SC SOLID CORE dated January 15, 2019 for the construction of the 2019 AFF ABOVE FINISHED FLOOR EA. EACH LAV. LAVATORY SCHED. SCHEDULE ARCHITECTURAL Tuckpointing Work, Monroe Elementary School located at 201 AISC AMERICAN INSTITUTE OF EIFS EXTERIOR INSULATED LG. LONG SECT. SECTION N. Madison St., Hinsdale, Illinois 60521 for Community EARTH METAL - LARGE BATT A-1 COMPOSITE FLOOR PLANS, NOTES STEEL CONSTRUCTION FINISH SYSTEM LL LIVE LOAD SF SQUARE FOOT Consolidated School District 181, in DuPage County, Illinois A-2 ROOF PLAN AND BUILDING PHOTOGRAPHS ALUM. ALUMINUM EL. ELEVATIONS (USGS) LVT LUXURY VINYL TILE SGT. STRUCTURAL GLAZED A-3 EXTERIOR ELEVATIONS were prepared under our supervision and to the best of & AND ELEV. ELEVATION MAS. MASONRY TILE FACE BRICK WOOD - ROUGH FINISHED A-4 EXTERIOR ELEVATIONS our knowledge comply with 2015 International Building Code @ AT EQ. EQUAL MATL. MATERIAL SHT. SHEET and 23 Illinois Administrative Code 180 as prepared and BB BULLETIN BOARD EQUIP. EQUIPMENT MAX. MAXIMUM SIM. SIMILAR provided by the State Board of Education. BD. BOARD EW EACH WAY MB MARKERBOARD SP. SPACES BIT. BITUMINOUS EWC ELECTRIC WATER COOLER MECH. MECHANICAL SPEC. SPECIFICATION BLDG. BUILDING EXIST. EXISTING MFR. MANUFACTURER SQ. SQUARE The Drawings consist of drawings as listed in the Drawings BLK. BLOCK EXP. EXPANSION MIN. MINIMUM SS STAINLESS STEEL MARKING EXPLANATIONS Index on drawing Title Sheet T-1. BLKG. BLOCKING EXT. EXTERIOR MISC. MISCELLANEOUS STL. STEEL BM. BEAM FBO FURNISHED BY OTHERS MO MASONRY OPENING STOR. STORAGE DETAIL OR SECTION GENERAL NOTES The Specifications consist of specification sections as listed BOT. BOTTOM FD FLOOR DRAIN MPH MILES PER HOUR STRUCT. STRUCTURAL NUMBER in the Project Manual Table of Contents. BRG. BEARING FDN. FOUNDATION MTL. METAL SUPT. SUPPORT 1. 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 BTN. BETWEEN FE FIRE EXTINGUISHER MTD. MOUNTED SUSP. SUSPENDED SHEET WHERE The Contract Documents also include the AIA Document A101 - BUR BUILT-UP ROOF FEC FIRE EXTINGUISHER CABINET NIC NOT IN CONTRACT SY SQUARE YARD DETAIL OR FACILITIES, DIFFICULTIES AND RESTRICTIONS AFFECTING THE COMPLETION OF THE WORK INCLUDED Standard Form of Agreement Between Owner & Contractor, B/ BOTTOM OF FIN. FINISHED NO., # NUMBER T. TREAD SECTION APPEARS UNDER THE CONTRACT. 2017 Edition; AIA Document A201 - General Conditions of the CAB. CABINET FLEX. FLEXIBLE NOM. NOMINAL TB TACK BOARD Contract for Construction, 2017 Edition; and Section CB CHALKBOARD FLR. FLOOR NS NO SCALE TEMP. TEMPERED 2. FIELD VERIFY AND COORDINATE ITEMS, DIMENSIONS, CONDITIONS, AND QUANTITIES, ETC. REVIEW ANY 00 80 00 - Supplementary Conditions. CEIL. CEILING FR. FRAME OC ON CENTER THK. THICK DISCREPANCIES WITH ARCHITECT. CJ CONTROL JOINT FRMG. FRAMING OD OUTSIDE DIAMETER TL TOTAL LOAD CL CENTERLINE FRT FIRE RETARDANT TREATED OF OUTSIDE FACE TOIL. TOILET 3. MAINTAIN REQUIRED EXITS FROM THE EXISTING BUILDING THROUGH SUBSTANTIAL COMPLETION. CLO. CLOSET FTG. FOOTING OH OVERHEAD TYP. TYPICAL HEALY, BENDER & ASSOCIATES, INC. CLR. CLEAR GA. GAUGE OPG. OPENING T/ TOP OF 4 EXISTING ITEMS ARE TO REMAIN, UON. CLRM. CLASSROOM GALV. GALVANIZED OPP. OPPOSITE UON UNLESS OTHERWISE By: David G. Patton, AIA, LEED AP BD+C CMU CONCRETE MASONRY UNIT GC GENERAL CONTRACTOR PART. PARTITION NOTED 5. PROPERLY PROTECT EXISTING BUILDING, CONCRETE WALKS, CURBS, PAVING, GRASS, LANDSCAPING, ETC. License Number: 001-011421 CO CLEAN OUT GEN. GENERAL PC PRECAST VCT VINYL COMPOSITION REPLACE ANY DISTURBED AND DAMAGED AREAS WITH NEW LIKE MATERIALS, SOD, LANDSCAPING, ETC. License Expires: November 30, 2020 COL. COLUMN GFCI GROUND FAULT CIRCUIT PEMB PRE-ENGINEERED TILE MATCHING EXISTING, ETC. CONC. CONCRETE INTERRUPTER METAL BUILDING VERT. VERTICAL DAVID G. COND. CONDITION GFRC GLASS FIBER PEWB PRE-ENGINEERED VEST. VESTIBULE 6. PROVIDE MATERIALS AND PERFORM WORK TO PROVIDE A COMPLETE WEATHERTIGHT CONDITION. PATTON CONST. CONSTRUCTION REINFORCED CONCRETE WOOD BUILDING VIF VERIFY IN FIELD Signature: CONT. CONTINUOUS GFRG GLASS FIBER PLAS. PLASTIC W WIDTH 7. PATCH AND REPAIR EXISTING CONSTRUCTION AFFECTED BY THE WORK WITH MATERIALS AND FINISHES 001-011421 CONTR. CONTRACTOR REINFORCED GYPSUM PL PLATE WC WATER CLOSET CONSISTENT WITH EXISTING CONSTRUCTION WHETHER OR NOT INDICATED ON DRAWINGS, TYP, UON. Professional Design Firm - Architect Corporation CORR. CORRIDOR GL. GLASS PT PORCELAIN TILE WD. WOOD CPT. CARPET GYP. BD. GYPSUM BOARD PSF POUNDS PER SQUARE FOOT WWF WELDED WIRE FABRIC 8. RESTORE ITEMS/DAMAGED AREAS AT STAGING AREA, ETC. TO ORIGINAL FULLY FUNCTIONAL CONDITION. Healy, Bender & Associates, Inc. CT CERAMIC TILE HC HOLLOW CORE PSI POUNDS PER SQUARE INCH W/ WITH COORDINATE STAGING AREA/LOCATIONS WITH OWNER. David G. Patton, Managing Agent D DEEP HM HOLLOW METAL / PER W/O WITHOUT License Number: 184-000385 DET. DETAIL HORIZ. HORIZONTAL QT QUARRY TILE WP WORK POINT Expiration Date: April 30, 2019 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, PROJ. NO. GENERAL NOTES, DRAWINGS INDEX, CERTIFICATION 10-318-77 2019 TUCKPOINTING WORK DRAWN BY MONROE ELEMENTARY SCHOOL JCJ HINSDALE, ILLINOIS DATE FOR 01-15-19 COMMUNITY CONSOLIDATED REVISIONS SCHOOL DISTRICT 181

CLARENDON HILLS, DUPAGE COUNTY, ILLINOIS

SHEET NO. T-1A- OF 1

1. REPAIR CRACKED AND/OR SPALLED BRICKWORK AS FOLLOWS:

A. REMOVE CRACKED AND DAMAGED BRICK BY CUTTING OUT THE MORTAR AROUND THE AFFECTED UNITS WITH A TUCK POINTERS CHISEL. FOR 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 UNIFORM 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.

2. TUCKPOINT 100% 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 FORM OF DETERIORATION.

2 2

FEC

128

127 120 R12 107 108 204 206 DN

R11 R6 R7 DN C111 121 C107

C201

122 106

R10 C3 205 C112 C110 FEC 112A DN R15

207 C106

S8 109 112 126 119 FEC R14 C2 R5 C113 C109 114 MZ1

C1 DN

125A C202 208 118A UP UP UP C104 C105 3

DN R3 C102

MZ2A FEC MZ2 125 115 113 FEC R13 118 UP

R4 M7 110 203

209 C101 FEC R16 FEC C108 C114 123B 100 202 101 124 R2

100B M5 201 R1

117 116 100A 102 C203 C103 123A 103 210 111 200

116A R9 123 104 105

C115 FEC

124A R8

1 DN 1 UP FEC C4 213

C116

FEC

129 131

M6 130

FEC

PROJ. NO. COMPOSITE FLOOR PLANS, NOTES 10-318-77 2019 TUCKPOINTING WORK DRAWN BY COMPOSITE FIRST FLOOR PLAN COMPOSITE SECOND FLOOR PLAN MONROE ELEMENTARY SCHOOL JCJ HINSDALE, ILLINOIS DATE ˆ" = 1'-0" ˆ" = 1'-0" FOR 01-15-19 NORTH NORTH COMMUNITY CONSOLIDATED REVISIONS 0 4 8 16 32 48 SCHOOL DISTRICT 181

CLARENDON HILLS, DUPAGE COUNTY, ILLINOIS

SHEET NO. A-1A- OF 4

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

1 PHOTOGRAPH A

A-2 NOT TO SCALE

EXISTING SLATE ROOF

EXISTING PARAPET WALL EXISTING PARAPET WALL EXISTING PARAPET WALL

REMOVE EXISTING CAULK, ETC. AT EXISTING STONE COPING JOINT AND PROVIDE NEW BACKER ROD AND CAULK - TYP. ON BOTH SIDES OF EXISTING B A SLATE ROOF

PHOTOGRAPH NUMBER AND DIRECTION - EXISTING SLATE ROOF SEE DETAIL 1/A-2

PHOTOGRAPH NUMBER AND DIRECTION - SEE DETAIL 2/A-2

2 PHOTOGRAPH B

A-2 NOT TO SCALE

PROJ. NO. ROOF PLAN AND BUILDING PHOTOGRAPHS 10-318-77 2019 TUCKPOINTING WORK DRAWN BY ROOF PLAN MONROE ELEMENTARY SCHOOL JCJ HINSDALE, ILLINOIS DATE ˆ" = 1'-0" FOR 01-15-19 NORTH COMMUNITY CONSOLIDATED REVISIONS 0 4 8 16 32 48 SCHOOL DISTRICT 181

CLARENDON HILLS, DUPAGE COUNTY, ILLINOIS

SHEET NO. A-2A- OF 4

REMOVE PORTION OF EXISTING CAULK, ETC. AT EXISTING CONTROL JOINT AND PROVIDE NEW BACKER ROD AND CAULK - COLOR TO MATCH EXISTING CAULK F I V

" 3 - ' 8 2

EXISTING STONE BAND PRIOR TO TUCKPOINTING REMOVE EXISTING 4'-0" BLACK TAR/ASPHALT FROM FACE BRICK TUCKPOINT AND RAKE HEAD JOINTS IN EXISTING AND STONE BAND - VIF STONE SILL TO •" DEPTH AND CAULK FLUSH

NORTH ELEVATION 1 „" = 1'-0" 0 2 4 8 16 24

12'-10" VIF LEGEND EXISTING THROUGH-WALL SCUPPER

INDICATES AREA TO RECEIVE 100% TUCKPOINTING AND REPAIR/

F REPLACEMENT WORK OF CRACKED AND SPALLED BRICKWORK. I V

" 8 - ' 2

INDICATES AREA TO RECEIVE 100% TUCKPOINTING OF STONE.

1 F I V

" 0 - ' 2

6 8 2

12'-10" VIF

4 EAST ELEVATION 2 BUILDING KEY PLAN „" = 1'-0" NO SCALE NORTH

12'-3" VIF F I V

" 0 1 - ' 0 1

PROJ. NO. EXTERIOR ELEVATIONS 10-318-77 2019 TUCKPOINTING WORK DRAWN BY MONROE ELEMENTARY SCHOOL JCJ EAST ELEVATION HINSDALE, ILLINOIS DATE FOR 01-15-19 3 REVISIONS „" = 1'-0" COMMUNITY CONSOLIDATED SCHOOL DISTRICT 181

CLARENDON HILLS, DUPAGE COUNTY, ILLINOIS

SHEET NO. A-3A- OF 4

" 0 - ' 1

REMOVE PORTION OF EXISTING CAULK, ETC. AT EXISTING TUCKPOINT AND RAKE HEAD JOINTS IN EXISTING CONTROL JOINT AND PROVIDE NEW BACKER ROD STONE SILL TO •" DEPTH AND CAULK FLUSH AND CAULK - COLOR TO MATCH EXISTING CAULK PARTIAL SOUTH ELEVATION 4 „" = 1'-0"

0 2 4 8 16 24 REMOVE PORTION OF EXISTING CAULK, ETC. AT EXISTING CONTROL JOINT AND PROVIDE NEW BACKER ROD AND CAULK - COLOR TO MATCH EXISTING CAULK

LEGEND

8 2 INDICATES AREA TO RECEIVE 100% TUCKPOINTING AND REPAIR/ 6

REPLACEMENT WORK OF CRACKED AND SPALLED BRICKWORK. 7

TUCKPOINT AND RAKE HEAD JOINTS IN EXISTING INDICATES AREA TO RECEIVE 100% TUCKPOINTING OF STONE. STONE SILL TO •" DEPTH AND CAULK FLUSH 5

PARTIAL SOUTH ELEVATION WEST ELEVATION - COURTYARD 5 6 „" = 1'-0" „" = 1'-0" 4

BUILDING KEY PLAN

NO SCALE NORTH

TUCKPOINT AND RAKE HEAD JOINTS IN EXISTING STONE SILL TO •" DEPTH AND CAULK FLUSH WEST ELEVATION 7 „" = 1'-0"

4'-11" VIF INDICATES APPROXIMATE LOCATION OF CRACK IN EXISTING FACE BRICK - VIF. F I V

" 3 - ' 2 2 F F I I V V

" " 4 4 - - ' ' 1 1 6'-9" VIF 5'-9" VIF

PROJ. NO. EXTERIOR ELEVATIONS 10-318-77 2019 TUCKPOINTING WORK DRAWN BY MONROE ELEMENTARY SCHOOL JCJ HINSDALE, ILLINOIS DATE FOR 01-15-19 COMMUNITY CONSOLIDATED REVISIONS SCHOOL DISTRICT 181 WEST ELEVATION CLARENDON HILLS, DUPAGE COUNTY, ILLINOIS 8 SHEET NO. „" = 1'-0" A-4A- OF 4