NEW MAINTENANCE FACILITY...p-1.2 above ground plumbing p-1.3 roof plumbing p-1.4 plumbing diagrams...
Transcript of NEW MAINTENANCE FACILITY...p-1.2 above ground plumbing p-1.3 roof plumbing p-1.4 plumbing diagrams...
JOB NO:
DRAWING ABBREVIATIONS AND LEGENDS:A.B. ANCHOR BOLTADD'L ADDITIONALAD.TH. ADJUSTABLE THRESHOLDA.F.F. ABOVE FINISHED FLOORALUM. ALUMINUMANOD. ANODIZEDARCH. ARCHITECTURALA.C.P. ALUMINUM COMPOSITE PANELACT. ACOUSTICAL TILEB/ BOTTOM OFBLDG. BUILDINGBLK. BLOCKBM. BEAMBOT. BOTTOMBRG. BEARINGCPT. CARPETC.J. CONSTRUCTION OR CONTROL JOINTCL. CENTERLINECLR. CLEAR FINISHCOL. COLUMNCONC. CONCRETECONN. CONNECTIONCNST. CONSTRUCTIONCONT. CONTINUOUSCRT. CARPET TILEC.S. CONCRETE SEALERC.T. CERAMIC TILEC.W.C. CLOTH WALL COVERINGDET. DETAILDIA. DIAMETERDIM. DIMENSIONDO. DITTODWG. DRAWINGD.W. DRY WALLEA. EACHE.B. EXPANSION BOLTE.J. EXPANSION JOINTEL. ELEVATIONE.S. EXPOSED STRUCTUREEXIST. EXISTINGEXT. EXTERIOR
F.D. FLOOR DRAINFDN. FOUNDATIONF.F. FINISH FLOORFTG. FOOTINGGA. GAGE OR GAUGEGALV. GALVANIZEDGP. BD.GYPSUM BOARDGL. GLASSG.S.F. GROOS SQUARE FOOTHT. HEIGHTH.P. HIGH POINTH.S.B. HIGH STRENGTH BOLTSH.C. HOLLOW COREH.M. HOLLOW METALHOR. HORIZONTALHR. HOURI.D. INSIDE DIAMETERINT. INTERIORLAV. LAVATORYLG. LONGL.L.H. LONG LEG HORIZONTALL.L.V. LONG LEG VERTICALL.P. LOW POINTMAS. MASONRYMAX. MAXIMUMMECH. MECHANICALMFR. MANUFACTURERMIN. MINIMUMMTL. METALN.A. NOT AVAILABLEN.T.S. NOT TO SCALEO.C. ON CENTERO.D. OUTSIDE DIAMETEROPNG. OPENINGOPP. OPPOSITEP.T. PAINTP.B.D. PARTICLE BOARDPL. PLATEP.LAM. PLASTIC LAMINATEPLWD PLYWOODP.S.F. POUNDS PER SQUARE FOOTP.S.I. POUNDS PER SQUARE INCH
Q.T. QUARRY TILER. RADIUSREBAR REINFORCEMENT BARREINF. REINFORCEMENTREQ'D. REQUIREDRI. RISERS.C. SOLID CORESECT. SECTIONSHT. SHEETSIM. SIMILARS.O.G. SLAB ON GRADEST. STAINSTD. STANDARDSTIFF. STIFFENERSTL. STEELSTRUCT. STRUCTURALST/V STAIN AND VARNISHS.V.T. SHEET VINYL TILET/ TOP OFT&B TOP AND BOTTOMTYP. TYPICALU.N.O. UNLESS NOTED OTHERWISEV. VINYLVERT. VERTICALVCT. VINYL TILEV.W.C. VINYL WALL COVERINGV.W.O. VERIFY WITH OWNERW/ WITHW/O WITH OUTWD. WOODWDW. WINDOWW.P. WORK POINTW.PNL. WAINSCOT PANELINGW.R. WATER RESISTANT GYPSUM BOARDW.W.R. WELDED WIRE REINFORCEMENT
ORLAND PARK, IL
ORLAND FIRE PROTECTION DISTRICT
7208.07APRIL 30, 2020ISSUE FOR PRECAST BID
NEW MAINTENANCE FACILITY
10704 W. 163RD PLACE
DRAWING SHEET INDEX
CS COVER SHEET
A-0.1 GENERAL SPECIFICATIONS
A-0.2 CODE ANALYSIS
A-1.0 FLOOR PLANS
A-1.1 REFLECTED CEILING PLAN
A-1.2 ROOF PLAN
A-1.3 ENLARGED PLANS
A-1.4 INTERIOR ELEVATIONS
A-2.0 EXTERIOR ELEVATIONS
A-2.1 EXTERIOR ELEVATIONS
A-3.0 BUILDING SECTIONS
A-3.1 WALL SECTIONS
A-3.2 WALL SECTIONS
A-4.0 CANOPY DETAILS
A-5.0 DOOR SCHEDULE
A-5.1 DETAILS
A-6.0 STAIR DETAILS
A-7.0 ROOM FINISH SCHEDULE AND WALL TYPES
S-0.1 STRUCTURAL SPECIFICATIONS
S-1.0 FOUNDATION PLAN
S-1.1 FOUNDATION DETAILS
S-2.0 FRAMING PLANS
S-2.1 CANOPY FRAMING
S-2.2 FRAMING DETAILS
M-1.1 MECHANICAL FLOOR PLANS
M-1.2 MECHANICAL PIPING PLANS
M-1.3 MECHANICAL ROOF PLAN
M-2.1 MECHANICAL SCHEDULES
M-2.2 MECHANICAL SCHEDULES
M-2.3 MECHANICAL DETAILS
M-2.4 MECHANICAL DETAILS
M-2.5 MECHANICAL NOTES & LEGENDS
M-3.1 ALTERNATE RADIANT HEAT - FIRST FLOORPLAN
M-3.2 ALTERNATE RADIANT HEAT - GAS PIPINGPLAN
M-3.3 ALTERNATE RADIANT HEAT - DETAILS
E-1.1 FIRST FLOOR POWER PLAN
E-1.2 FIRST FLOOR LIGHTING PLAN &MEZZANINE POWER PLAN
E-2.1 FIRST FLOOR LIGHTING PLAN &MEZZANINE LIGHTING PLAN
E-3.1 FIRST FLOOR FIRE ALARM PLAN
E-3.2 MEZZANINE FIRE ALARM PLAN
E-4.1 ELECTRICAL SYMBOLS & SPECIFICATIONS
E-4.2 ELECTRICAL SCHEDULES
E-5.1 ELECTRICAL RISER DIAGRAM
E-5.2 PANEL SCHEDULES
E-6.1 DETAILS
E-7.1 ELECTRICAL SITE PLAN
P-1.1 UNDERGROUND PLUMBING PLAN
P-1.2 ABOVE GROUND PLUMBING
P-1.3 ROOF PLUMBING
P-1.4 PLUMBING DIAGRAMS
P-1.5 PLUMBING DIAGRAMS
P-2.1 PLUMBING NOTES, SYMBOLS, &SPECIFICATIONS
BUILDING DATACONSTRUCTION TYPE: IIB (NON-COMBUSTIBLE)
NON-SEPARATED USE
BUILDING USE GROUP: B (BUSINESS)S-1 (STORAGE)
FULLY SPRINKLERED WITH FIRE ALARM
ACTUAL BUILDING AREA: 16,567 S.F.
ACTUAL BUILDING HEIGHT: 36'-4"
BUILDING CODES2018 INTERNATIONAL BUILDING CODE2018 INTERNATIONAL MECHANICAL CODE2014 ILLINOIS PLUMBING CODE2017 NATIONAL ELECTRICAL CODE2012 INTERNATIONAL FIRE CODE2015 INTERNATIONAL ENERGY CONSERVATION CODE2018 STATE OF ILLINOIS ACCESSIBILITY CODE
LOCATION MAP:
STATEMENT OF COMPLIANCEI HAVE PREPARED, OR CAUSED TO BE PREPARED UNDER MY DIRECT SUPERVISION, THE ATTACHED DRAWINGS AS LISTED ON THIS COVER SHEET AND STATE THAT THEY, TO THE BEST OF MY KNOWLEDGE AND BELIEF, ARE IN COMPLIANCE WITH THE ENVIRONMENTAL BARRIERS ACT ( 410 ILCS 25), THE ILLINOIS ACCESSIBILITY CODE (71 ILL. ADM. CODE 400.), AND THEY COMPLY WITH THE ORDINANCES AND BUILDING CODES OF THE MUNICIPALITY OF CAROL STREAMSIGNED:
DATE: 4-30-2020
JON S. DITTER, ARCHITECTILLINOIS LICENSE NUMBER: 001-018777DATE OF EXPIRATION: 11-30-2020
KNIGHT E/A, INC.PROFESSIONAL DESIGN FIRMILLINOIS LICENSE NUMBER: 184-002141 DATE OF EXPIRATION: 4-30-2021
FOR:
ALL MATERIALS USED AND WORK PERFORMED WILL BE IN COMPLIANCE WITH ALL CURRENT LAWS OF THE STATE OF ILLINOIS, CITY / VILLAGE, OR OTHER AUTHORITIES HAVING LAWFUL JURISDICTION. ALL REQUIRED BUILDING PERMITS ARE INCLUDED.
PRIOR TO CONSTRUCTION, LOCATE AND DO NOT DISTURB UTILITY LINES (INCLUDING GAS, WATER, SEWER, TELEPHONE) OR DISCONNECT SAME, UNLESS PROPER PRECAUTIONS ARE TAKEN TO PROVIDE THE SAME UTILITIES ON A TEMPORARY OR PERMANENT BASIS, WITHOUT LOSS OF CONTINUITY.
THE CONTRACTOR SHALL ARRANGE FOR A TEMPORARY WATER SUPPLY AND ELECTRICAL SERVICE TO THE PROJECT.
PROVIDE ALL BARRICADES OR OTHER TEMPORARY PROTECTION AS MAY BE REQUIRED FOR GENERAL SAFETY AROUND ALL OPEN PITS OR TRENCHES IN PROJECT VICINITY. IN ADDITION, CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL O.S.H.A. REQUIREMENTS FOR ALL APPLICABLE SAFETY STANDARDS.
PROVIDE ONE YEAR GUARANTEE ON ALL MATERIALS AND WORKMANSHIP, UNLESS OTHERWISE NOTED.
THE CONTRACTOR AND SUBCONTRACTOR SHALL MAINTAIN SUCH INSURANCE AS WILL PROTECT HIM FROM CLAIMS UNDER WORKMEN'S COMPENSATION ACTS AND OTHER EMPLOYEE BENEFIT ACTS, FROM CLAIMS FOR DAMAGES BECAUSE OF BODILY INURIES, INCLUDING DEATH TO HIS EMPLOYEES AND ALL OTHERS, FROM CLAIMS FOR DAMAGES TO PROPERTY ANY OR ALL OF WHICH MAY ARISE OUT OF OR RESULT FROM THE CONTRACTOR'S OPERATIONS UNDER THIS CONTRACT.
KEEP SITE OF OPERATIONS FREE FROM ACCUMULATIONS OF RUBBISH AND WASTE MATERIALS AT ALL TIMES. SUBCONTRACTORS ARE TO REMOVE AND DISPOSE OF THEIR RUBBISH. ON A DAILY BASIS
EACH CONTRACTOR AND SUBCONTRACTOR SHALL REMOVE AND/OR DISPOSE OF ALL TOOLS, EQUIPMENT, SURPLUS MATERIALS, AND RUBBISH PERTAINING TO HIS WORK, AND COOPERATE WITH THE OWNER IN FINAL CLEANING OF THE SITE.
EACH AND EVERY CONTRACTOR AND SUBCONTRACTOR PERFORMING WORK AT THE SITE OF THE PROJECT TO WHICH THIS CONTRACT RELATES, SHALL COMPLY WITH APPLICABLE PROVISIONS OF ALL PERTINENT FEDERAL AND STATE LABOR LAWS.
EACH CONTRACTOR, PRIOR TO SUBMITTING HIS BID, SHALL THOROUGHLY EXAMINE THE DRAWINGS AND SPECIFICATIONS OF THE CONTRACT DOCUMENTS, AND VISIT THE SITE TO BECOME FULLY AWARE AND KNOWLEDGEABLE OF ALL WORK AND CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. THE SUBCONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY ERRORS, DISCREPANCIES, OR AMBIGUITIES FOUND IN THE CONTRACT DOCUMENTS AT LEAST THREE WORKING DAYS PRIOR TO THE BID DUE DATE. THE ARCHITECT SHALL ISSUE WRITTEN ADDENDA PRIOR TO THE BID DUE DATE TO RESOLVE THE ERROR, DISCREPANCY, OR AMBIGUITY. THE SUBCONTRACTOR, IN SUBMITTING HIS BID, ASSUMES RESPONSIBILITY FOR DISCREPANCIES FOR WHICH HE DID NOT NOTIFY THE ARCHITECT.
EACH CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY DIMENSIONS AT SITE FOR ALL WORK AND/OR WORK ADJOINING THAT OF OTHER TRADES AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING OF WORK.
1. GENERAL REQUIREMENTS
A. LAW COMPLIANCE:
B. UTILITIES:
C. TEMPORARY WATER AND ELECTRICAL SERVICE:
D. PROTECTION:
E. GUARANTEE:
F. INSURANCE:
G. HOUSEKEEPING:
H. FINAL CLEANING:
I. LABOR LAW:
J. CORRELATION AND INTENT:
K. DIMENSIONS:
DIVISION 03 CONCRTE
FURNISH ALL LABOR, EQUIPMENT, AND MATERIAL NECESSARY TO PROVIDE ALL COLD FORMED METAL FRAMING SYSTEMS SHOWN ON THE DRAWINGS.WORK SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE FOLLOWING STANDARDS:
1. AMERICAN IRON AND STEEL INSTITUTE (A.I.S.I.) DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS
2. AMERICAN WELDING SOCIETY (A.W.S.) D13 STRUCTURAL WELDING CODE - SHEET STEEL
3. AMERICAN SOCIETY FOR TESTING AND MATERIALS (A.S.T.M.)
4. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (A.I.S.C.) MANUAL OF STEEL CONSTRUCTION
5. ALL PERTINENT FEDERAL, STATE AND LOCAL CODES
6. LIGHT GAUGE FRAMING CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND VERIFICATION OF ALL WALLS, HEADERS, JOIST, BRACING, CONNECTIONS, ETC.
A. STEEL:SEE STRUCTURAL DRAWINGS
B. COLD FORMED FRAMING:
1. ALL INTERIOR DOORS AND FRAMES2. HOLLOW METAL DOOR FRAMES3. ALL FINISH HARDWARE AND SIGNS4. PLASTIC LAMINATE TOPS5. WOOD/ PLASTIC LAMINATE CABINETRY 6. FIRE EXTINGUISHERS AND CABINETS7. MIRRORS AND TOILET ACCESSORIES8. TOILET PARTITIONS AND URINAL SCREENS9. SOLID SURFACE TOPS
ALL ROUGH LUMBER SHALL CONFORM TO 'VOLUNTARY PRODUCTS STANDARD PS-20-70 AMERICAN LUMBER STANDARD', AND 'US PRODUCTS STANDARD PS-1-66 FOR SOFT PLYWOOD'. FRAMING LUMBER SHALL BE CONSTRUCTION GRADE 1200 F WEST COAST DOUGLAS FIR, MAXIMUM MOISTURE CONTENT 19%, E=1,5000,000.SOFT PLYWOOD MINIMUM A-C EXTERIOR D.F.P.A.WOOD BLOCKING, CANTS, CURBS, ETC., ASSOCIATED WITH SINGLE PLY MEMBRANE ROOFING, SHALL BE BOLTED TO STRUCTURAL FRAMING OR WALL TO RESIST WIND, SHRINKAGE AND OTHER FORCES IMPOSED BY THE SINGLE PLY MEMBRANE ROOFING SYSTEM. ALL BLOCKING AND WOOD CANTS IN CONTACT WITH ROOFING ARE TO BE TREATED WITH A PRESERVATIVE.
FINISH CARPENTRY CONTRACTOR SHALL SUPPLY ALL LABOR, EQUIPMENT, AND THE MATERIAL NECESSARY FOR A COMPLETE JOB. THE FOLLOWING ARE SOME OF THE ITEMS TO BE INSTALLED BY THE FINISH CARPENTRY CONTRACTOR:
DO NOT DELIVER FINISH CARPENTRY MATERIALS UNTIL PAINTING, WET WORK, GRINDING AND SIMILAR OPERATIONS WHICH COULD DAMAGE, SOIL, OR DETERIORATE WOODWORK, HAVE BEEN COMPLETED IN INSTALLATION AREAS. IF, DUE TO UNFORESEEN CIRCUMSTANCES, FINISH CARPENTRY MATERIALS MUST BE STORED IN AREA OTHER THAN INSTALLATION, STORE ONLY IN AREAS MEETING REQUIREMENTS SPECIFIED FOR INSTALLATION.
A. ROUGH CARPENTRY:
B. FINISH CARPENTRY:
SHALL BE 10 MIL THICK POLYETHYLENE FILM VAPOR BARRIER - UNDER CONCRETE FLOOR SLABS WHERE INDICATED. FILM SHALL BE PLACED IN THE GREATEST WIDTHS AND LENGTHS PRECTICABLE ; JOINTS SHALL BE LAPPED A MINIMUM OF 6" AND SEALED WITH AN APPROVED ADHESIVE. REPAIR OR REPLACE TORN, PUNCTURED OR DAMAGED FILM PRIOR TO PLACING CONCRETE.
A. VAPOR BARRIER:
GYPSUM BOARD DRYWALL SYSTEMS SHALL BE IN ACCORDANCE WITH U.S. GYPSUM COMPANY SPECIFICATIONS, OR EQUAL. TYPICAL PARTITIONS SHALL BE CONSTRUCTED OF 5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUDS AT 16" O.C. (MAX), UNLESS NOTED OTHERWISE ON DRAWINGS. PARTITIONS SHALL 6" ABOVE CEILING, UNLESS NOTED OTHERWISE.
FURRING CHANNELS: USG 1 5/8" AND 3 5/8" METAL FURRINGCHANNEL-TYPE STEEL STUDS: US INTERIOR STUDS, GRADE C STANDARD
GAUGE (SEE PARTITION TYPES FOR STUD SIZE)
METAL RUNNERS: USG METAL RUNNERSGYPSUM BOARD: 5/8" SHEETROCK WITH TAPERED EDGES
5/8" WATER RESISTANT SHEETROCK AT TOILET ROOMSAND WET WALL LOCATIONS, TILE BACKER BOARD AT ALL
TILED WALLS
SCREWS: USG TYPE SJOINT COMPOUND: PERF-A-TAPE JOINT COMPOUNDJOINT TAPE: PERF-A-TAPE REINFORCED TAPECORNERS: USG METAL CORNER BEADEDGES: USG 200B METAL TRIM
SOUND INSULATION: FULL DEPTH THERMA-FIBER SOUND ATTENUATION BLANKETS(SEE DRAWINGS FOR LOCATIONS AND THICKNESS)
PAINT MATERIALS SHALL BE PRODUCT OF PRATT & LAMBERT OR APPROVED EQUAL APPLIED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. COLORS AS SELECTED BY OWNER.
1. CONCRETE SEALERSEALER TO BE SONNEBORN SONOSIL TO BE PLACED PER MANUFACTURER'S RECOMMENDATIONS. NO SUBSTITUTE ALLOWED.
2. HIGH PERFORMANCE EPOXY FLOOR SYSTEMMANUFACTURER: GENERAL POLYMERSPREPARE FLOOR (GRIND, PATCH/ REPAIR HOLES/ CRACKS) AS DIRECTED BY MANUFACTURER.PRIOR TO EPOXY FINISH APPLICATION A MIN OF 30 DAY CONCRETE SLAB CURE TIME MUST BE ACHIEVED.
STEP 1: PREP FLOOR TO AMERICAN CONCRETE STANDARD OF SPCSC 50 GRIT PROFILE.
STEP 2: CLEAN FLOOR REMOVIGN ALL BEBRIS, DUST, ETC. PER MANUFACTURERS RECOMMENDATIONS.
STEP 3: APPLY (1) COAT GP 3579 PIGMENTED BASE COAT.
STEP 4: APPLY (1) COAT GP 3746 PIGMENTED BROADCAST COAT AND COLOR CHIPS AT 80% BROADCAST.
STEP 5: APPLY (1) COAT GP 3746 CLEAR COAT
STEP 6: APPLY (1) COAT GP 3746 CLEAR COAT
CURING OF FLOOR SYSTEM, AND TRAFFIC RESTRICTIONS SHALL ADHERE TO MANUFACTURERS WRITTEN RECOMMENDATIONS.
3. RESILIENT FLOORINGPROVIDE AND INSTALL ARMSTRONG EXCELON TILE 1/8" IN THICKNESS USING ADHESIVE AS RECOMMENDED PER ARMSTRONG CORPORATION (OR APPROVED EQUAL) SPECIFICATIONS.
PROVIDE AND INSTALL 4" VINYL BASE AS MANUFCATURED BY ARMSTRON CORPORATION OR APPROVED EQUAL. COLOR TO BE SELECTED BY OWNER.
TILES SHALL BE LAID WITH BORDER WIDTH VARYING TO MAINTAIN FULL SIZE TILES IN FIELD. LAY TILES SQUARE WITH ROOM AXIS. LAY TILE WITH MARBLEIZING OR TEXTURE PARALLEL TO ADJACENT TILES. CUT, FIT, AND SCRIBE BORDERS TO WALLS AND PARTITIONS AFTER APPLICATION OF FIELD TILES. PROVIDE VINYL EDGE STRIP AT TRANSITIONS TO CONCRETE FLOOR. PROVIDE TILE ADHESIVE AS RECOMMENDED BY MFR.TILE TO BE LAID IN A MULTI COLOR PATTERN T.B.D. (SIMILAR TO EXISITNG).
4. ACOUSTICAL CEILINGACOUSTICAL CEILING PANELS SHALL BE OF THE FOLLOWING TYPES AS MANUFACTURED BY U.S. GYPSUM - USG, 24" x 48" x 5/8", SQUARE CUT EDGE, TEGULAR EDGE, WHITE CEILING PANELS TO MATCH EXISTING (CONTRACTOR TO VERIFY IN FIELD). SUSPENSION SYSTEM SHALL BE CHICAGO METALLIC CORPORATION, 200 SNAP-GRID SYSTEM TO MATCH EXITING (CONTRACTOR TO VERIFY IN FIELD), OR APPROVED EQUAL. EXPOSED MEMBERS SHALL BE PAINTED WHITE. PROVIDE ALL NECESSARY AUXILIARY 1 1/2" CHANNELS UNDER BAR JOIST TO MAINTAIN 4'-0" ON CENTER SUPPORT OF MAIN TEES. PROVIDE SUPPORT AT EACH CORNER OF ALL LIGHT FIXTURES, AND CEILING DIFFUSERS. PROVIDE 3/4" WALL ANGLES AT CEILING PERIMETER.
5. PORCELAIN/ CERAMIC:MATERIAL ALLOWANCE OF $5.00 PER SQUARE FOOT.
6. CARPET:MATERIAL ALLOWANCE OF $30.OO PER SQUARE YARD.
A. GYPSUM BOARD PARTITIONS AND CEILINGS:
B. PAINT:
C. PRECAST PAINT:
D. FLOORING:
ALUMINUM WINDOWS SHALL BE THERMALLY IMPROVED, 4 1/2" DEEP KAWNEER ISOGLAZE 451T OR OWNER APPROVED EQUAL, FURNISHED COMPLETE WITH ALL NECESSARY ACCESSORIES, HARDWARE, PREPARATIONS AND FLASHINGS. REINFORCE FRAMES AS REQUIRED FOR ALL LIVE AND DEAD LOADS.PRODUCT ID: P-KAW-33609, SHGC 0.20, U-FACTOR 0.38
INTERIOR DOOR SHALL BE KAWNEER '190', NARROW STYLE WITH 1/4" THICK TEMPERED CLEAR GLASS. PROVED 10" HIGH BOTTOM RAIL. PROVIDE KAWNEER #CP-2 PUSH, AND CO-9 PULL.
ALL DOOR AND FRAMES SHALL BE EXTRUDED ALUMINUM A-A-6063-T5 ALLOY. THERMAL BRIDGE MATERIAL SHALL BE OF RIGID POLYURETHANE.
INCLUDE HINGES, THRESHOLD, WEATHER STRIPPING, CLOSERS, CYLINDER LOCK LEVER, AND OTHER ACCESSORY ITEMS CALLED FOR ON DRAWINGS.
ALL INTERIOR GLASS SHALL BE 1/4" THICK CLEAR GLASS. PROVIDE TEMPERED GLASS ADJACENT TO DOOR AND AS SHOWN ON DRAWINGS. PROVIDE WIRE GLASS WHERE REQUIRED BY CODE.
ALL EXTERIOR GLASS SHALL BE 1" INSULATED GRAY TINTED GLASS.
ALL FRAMES SHALL BE FULL WELDED, CORNERS MITERED AND GROUND SMOOTH. ALL LABEL DOORS AND FRAMES SHALL CARRY U.L. LABEL CLEARLY MARKED.
ALL DOOR FRAMES SHALL BE 18 GAUGE STEEL FRAMES (16 GAUGE FOR EXTERIOR DOORS) MORTISED, DRILLED AND CAPPED TO RECEIVE HINGES, LOCK STRIKE, AND DOOR CLOSERS WHERE REQUIRED.FLUSH HOLLOW METAL DOORS SHALL HAVE FLUSH, SEAMLESS FACE SHEETS OF ONE SHEET OF 18 GAUGE STEEL (16 GAUGE FOR EXTERIOR DOORS) WITH FULL HONEYCOMB CORE AND FLUSH TOP AND BOTTOM. ONE COAT OF PRIMER PAINT SHALL BE APPLIED ON ALL EXPOSED METAL SURFACES OF FRAMES AND DOORS. EXTERIOR DOORS SHALL HAVE A SOLID CORE OF POLYURETHANE.
PROVIDE HARDWARE AS INDICATED ON THE DOOR SCHEDULE. MASTER KEY SYSTEM TO BE USED, CONTRACTOR SHOULD VERIFY THAT HARDWARE MATCHES EXISTING AND SHALL BE APPROVED BY OWNER, BEFORE ORDERING
SUBMIT PRODUCT TEST REPORTS INDICATING COMPLIANCE WITH CYCLE TESTING REQUIREMENTS, BASED EVALUATION OF COMPREHENSIVE TESTS PERFORMED BY MANUFACTURER AND WITNESSED BY A QUALIFIED INDEPENDENT TESTING AGENCY.
COORDINATE THE LAYOUT AND INSTALLATION OF SCHEDULED ELECTRIFIED DOOR HARDWARE AND RELATED ACCESS CONTROL EQUIPMENT WITH REQUIRED CONNECTIONS TO SOURCE POWER JUNCTION BOXES, LOW VOLTAGE POWER SUPPLIES, DETECTION AND MONITORING HARDWARE, AND FIRE AND DETECTION ALARM SYSTEMS.
DOORS AND CORRESPONDING FRAMES ARE TO BE PREPARED, REINFORCED AND PREWIRED (IF APPLICABLE) TO RECEIVE THE INSTALLATION OF THE SPECIFIED ELECTRIFIED, MONITORING, SIGNALING, AND ACCESS CONTROL SYSTEM HARDWARE WITHOUT ADDITIONAL IN-FIELD MODIFICATIONS.
ALL HARDWARE FINISH TO MATCH EXISTING
ALL HARDWARE SPECIFIED HEREIN SHALL COMPLY WITH THE FOLLOWING INDUSTRY STANDARDS:1. ANSI/BHMA CERTIFIED PRODUCT STANDARDS - A156 SERIES2. UL10C - POSITIVE PRESSURE FIRE TESTS OR DOOR ASSEMBLIES
ALL HARDWARE AND INSTALLATION SHALL COMPLY WITH THE STATE OF ILLINOIS ACCESSIBILITY CODE ADOPTED APRIL 24, 1997, THE AMERICANS WITH DISABILITIES ACT (A.D.A.), ADOPTED JANUARY 26, 2010
BASIS OF DESIGN: THERMACORE SECTIONAL DOOR MODEL 596
BASIS OF DESIGN: 1 HR. FIRE-RATED SERVICE DOOR, FIRE KING MODEL 631
A. ALUMINUM WINDOWS AND DOOR FRAMES:
B. GLASS AND GLAZING:
C. HOLLOW METAL DOORS AND FRAMES:
D. DOOR HARDWARE:
E. OVERHEAD DOORS
F. COIL DOOR
FERROUS METAL ANDHOLLOW METAL DOORS
DRYWALL (LATEX)
WOOD DOORS AND TRIM
A. EXCAVATING:SEE CIVIL AND STRUCTURAL DRAWINGS
B. PAVING:SEE CIVIL DRAWINGS
C. LANDSCAPING:SEE LANDSCAPE DRAWINGS
(1) COAT PRIMER (WHEN ITEM IS NOT SHOP PRIMED)(1) COAT VITRALITE ENAMEL EGGSHELL (INTERIOR)(1) COAT EFFECTO ENAMEL (EXTERIOR)
(1) COAT PRIMER(2) COATS PRO-HIDE LATEX (FLAT)
PRE-FINISHED TO MATCH EXISTING
PROVIDE SEALANT AT ALL EXTERIOR JOINTS, CRACKS, AND DISSIMILAR MATERIAL JUNCTURES TO WATER-TIGHT CONDITION. CAULK ALL INTERIOR JOINT EXPOSURES TO MINIMIZE UNCONTROLLED AIR EXHCANGE BETWEEN OUTSIDE OR NON-CONDITIONED AREAS ADJACENT TO TEMPERATURE CONTROLLED SPACES. EXTERIOR CAULKING MATERIAL SHALL BE TREMCO 'DYMERIC'. INTERIOR CAULKING FOR MOVING JOINTS SHALL BE TREMCO 'MONO'. FOR SIMPLE CRACK SEALING APPLICATIONS SUCH AS AT DOOR FRAMES, USE TREMCO 'MONO'. ALL MOVING JOINTS SHALL HAVE CAULKING BACKED BY ETHAFOAM ROD. ALL CAULKING TO COLOR MATCH ADJACENT MATERIALS AS NOTED OR DIRECTED. STRUCTURAL SEALANT AT EXTERIOR METAL PANEL JOINERY TO BE DOW-CORNING 795 SILICONE BUILDING SEALANT, G.E. SILICONE 1200 CONSTRUCTION SEALANT, OR AS RECOMMENDED BY MANUFACTURER AND APPROVED BY ARCHITECT.
ALL PRECAST JOINT CAULKING SHALL BE PERFORMED BY PRECASTOR U.N.O.
COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR HANDLING, STORAGE, AND PROTECTION DURING INSTALLATION. IF RECOMMENDATIONS DO NOT COVER STORAGE, STORE MATERIALS OFF THE GROUND IN ORIGINAL PACKAGING AND COVER TO PREVENT MATERIALS FROM BECOMING WET. PROVIDE AND INSTALL WHERE SHOWN ON DRAWINGS.
COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR PARTICULAR CONDITIONS OF INSTALLATION IN EACH CASE. IF PRINTED INSTRUCTIONS ARE NOT AVAILABLE OR DO NOT APPLY TO PROJECT CONDITIONS, CONSULT MANUFACTURER'S TECHNICAL REPRESENTATIVE FOR SPECIFIC RECOMMENDATIONS BEFORE PROCEEDING WITH WORK. EXTEND INSULATION FULL THICKNESS AS SHOWN OVER ENTIRE AREA TO BE INSULATED. CUT AND FIT TIGHTLY AROUND OBSTRUCTIONS AND FILL VOIDS WITH INSULATION. REMOVE PROJECTIONS WHICH INTERFERE WITH PLACEMENT. APPLY A SINGLE LAYER OF INSULATION OF REQUIRED THICKNESS, UNLESS OTHERWISE SHOWN OR REQUIRED TO MAKE UP TOTAL THICKNESS. MAINTAIN INSPECTION PORTS TO SHOW PRESENCE OF INSULATION AT EXTREMITIES OF EACH POUR AREA. CLOSE PORTS AFTER COMPLETE COVERAGE HAS BEEN CONFIRMED. LIMIT FALL OF INSULATION TO ONE STORY IN HEIGHT, BUT NOT TO EXCEED 20'-0".
ON VERTICAL SURFACES, PERIMETER AND UNDER-SLAB INSULATION, SET UNITS IN ADHESIVE APPLIED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. USE TYPE ADHESIVE RECOMMENDED BY MANUFACTURER OF INSULATION. PROTECT INSULATION ON VERTICAL SURFACES FROM DAMAGE DURING BACKFILLING BY APPLICATION OF PROTECTION COURSE BOARD. SET IN ADHESIVE IN ACCORDANCE WITH INSULATION BOARD.
APPLY INSULATION UNITS TO SUBSTRATE COMPLYING WITH MANUFACTURER'S RECOMMENDATIONS. IF NO SPECIFIC METHOD IS INDICATED, BOND UNITS TO SUBSTRATE WITH ADHESIVE OR USE MECHANICAL ANCHORAGE TO PROVIDE PERMANENT PLACEMENT AND SUPPORT OF UNITS. SET VAPOR BARRIER FACED UNITS WITH VAPOR BARRIER TO WARM SIDE (ROOM SIDE) OF CONSTRUCTION, EXCEPT AS OTHERWISE SHOWN. DO NOT OBSTRUCT VENTILATION SPACES, EXCEPT TO FIRESTOPPING. TAPE JOINTS AND RUPTURES IN VAPOR BARRIERS, AND SEAL EACH CONTINUOUS AREA OF INSULATION TO SURROUNDING CONSTRUCTION TO ENSURE VAPOR-TIGHT INSTALLATION.
RIGID, CLOSED CELL EXPANDED POLYSTYRENE INSULATION BOARD COMPLYING WITH FS-HH-1-524C, ASTM C 578, 1.5 P.C.F. DENSITY, K-VALUE OF .22 MANUFACTURER'S STANDARD LENGTHS AND WIDTHS AS REQUIRED TO COORDINATE WITH SPACES TO BE INSULATED. FOIL FACED POLYISOCYANURATE INSIDE OF EXTERIOR WALLS. RMAX R-MATTE PLUS OR EQUAL, R-3.2 POLYISOCYANURATE RIGID FOAM INSULATION BOARD.
INORGANIC FIBERS FOAMED INTO FLEXIBLE RESILIENT BLANKETS OR SEMI-RIGID RESILIENT SHEETS. FS-HH-1-521, DENSITY AS INDICATED, BUY 1.0 LB. MINIMUM, K-VALUE OF 0.27, MANUFACTURER'S STANDARD LENGTHS AND WIDTHS AS REQUIRED TO COORDINATE WITH SPACES TO BE INSULATED, TYPES AS FOLLOWS.
PAPER LESS, SEMI-RIGID SPUN MINERAL FIBER BLANKET, MEETS FEDERAL SPECIFICATIONS HH-1-521F, TYPE 1. MANUFACTURER'S STANDARD LENGTHS AND WIDTHS AS REQUIRED TO COORDINATE WITH SPACE TO RECEIVE BLANKET.
B. CAULKING AND SEALANTS:
C. PRECAST JOINT CAULKING:
D. LOOSE AND RIGID INSULATION:
1. EXPANDED POLYSTYRENE PLASTIC BOARD INSULATION: FOUNDATION PERIMETER
2. MINERAL/GLASS FIBER BLANKET/BATT INSULATION: EAST ENTRY CEILING
3. THERMAFIBER SOUND ATTENUATION BLANKETS: (FULL DEPTH THICKNESS- SEE PARTITION TYPES)
a. TYPE III REFLECTIVE ALUMINUM FOIL FACING WITH INTEGRAL NAILING FLANGES, 1.0 PERM RATING, OTHER FACE (IF ANY) PERMEABLE. FLAME SPREAD RATING: 25 (ASTM E 84) FOR FOIL FACINGSEE STRUCTURAL DRAWINGS
DIVISION 04 MASONRY
SEE STRUCTURAL DRAWINGS
DIVISION 31 EARTHWORK
DIVISION 01 GENERAL REQUIREMENTS
DIVISION 02 EXISTING CONDITIONS
SEE CIVIL & LANDSCAPE DRAWINGS
DIVISION 05 METALS
C. MISCELLANEOUS METALS
1. MATERIALSFURNISH AND INSTALL ALL MISCELLANEOUS ITEMS INCLUDING, BUT NOT LIMITED TO THE FOLLOWING:
2. STEEL PIPE BOLLARD:SHALL BE AT LOCATIONS AND SIZES INDICATED ON PLANS. GUARD POST SHALL BE DUCTILE IRON PIPE FILLED SOLID WITH 3,000 P.S.I. CONCRETE AND CROWNED TO PROJECT 3" ABOVE THE TOP OF THE PIPE AS DETAILED ON DRAWINGS. PROVIDE PLASTIC POST SLEEVE.
3. WELDINGSHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY MANUAL AND SPECIFICATIONS AND A.I.S.C. MANUAL. ALL WELDS SHALL BE AS NOTED. ALL WELDS NOT NOTED SHALL BE A MINIMUM 3/16" AND CONTINUOUS.
DIVISION 06 WOOD, PLASTICS AND COMPOSITES
DIVISION 07 THERMAL AND MOISTURE PROTECTION
DIVISION 08 OPENINGS
DIVISION 09 FINISHES
DIVISION 10 SPECIALTIES:
A. TOILET ACCESSORIES:PROVIDE ACCESSORIES AS INDICATED ON THE DRAWINGS AS MANUFACTURED BY BOBRICK OR APPROVED EQUAL. PROVIDE WOOD BLOCKING AS REQUIRED AT ALL ACCESSORIES.
B. TOILET PARTITIONS:TOILET PARTITIONS TO BE POWDER COATED STEEL PARTITIONS BY "BRADLEY" CORP. SERIES 600. OR APPROVED EQUAL. PARTITIONS TO BE CEILING HUNG OVERHEAD BRACED TYPE. URINAL PARTITIONS TO BE WALL HUNG WITH CONTINUOUS PRIVACY BRACKET. PARTITION COLOR AS SELECTED FROM MANUFACTURERS FULL RANGE. CONTRACTOR SHALL PROVIDE ALL BLOCKING AND STRUCTURAL SUPPORT REQUIRED FROM STRUCTURE ABOVE.
C. PEDIMAT:G/S PEDIMAT MODEL (M-1) WITH RECESSED LEVEL BASE FRAME WITH CARPET BY "CONSTRUCTION SPECIALTIES INC."OR APPROVED EQUAL.
D. DOCK LEVELER:MECHANICAL DOCK LEVELER TO MATCH EXISTING, CONTRACTOR TO VERIFY IN FIELD.
E. DOCK SEALS:DOCK SEALS AND DOCK BUMPERS TO MATCH EXISTING, CONTRACTOR TO VERIFY IN FIELD.
F. LAB CASEWORK:PROVIDE LAB CASEWORK AND COUNTERTOPS AS INDICATED ON THE DRAWINGS.
G. FIRE EXTINGUISHERUL RATING; 4-A:80-B:C MULTIPURPOSE DRY CHEMICAL. MODEL No. "PRO PLUS 10 MP" FIRE EXTINGUISHER BY"KIDDE" OR APPROVED EQUAL. PROVIDE ALL MOUNTING HARDWARE AND BRACKETS AS REQUIRED. REFER TOSHEET "CS-2-EGRESS PLAN" FOR LOCATIONS AND QUANTITIES. MOUNTING HEIGHT AS PER AUTHORITY HAVINGJURISDICTION.
DIVISION 11 EQUIPMENT
NOT USED
DIVISION 12 FURNISHINGS
NOT USED
DIVISION 13 SPECIAL CONSTRUCTION
NOT USED
DIVISION 21 FIRE SUPPRESSION
NOT USED
DIVISION 22 PLUMBING
SEE PLUMBING DRAWINGS
DIVISION 23 HEATING, VENTILATION AND AIR CONDITIONING (HVAC)
SEE MECHANICAL DRAWINGS
DIVISION 26 ELECTRICAL
SEE ELECTRICAL DRAWINGS
DIVISION 33 UTILITIES
SEE CIVIL DRAWINGS AND MEP DRAWINGS
EXTERIOR PRECAST CONCRETE WALL PANEL SHALL BE PAINTED WITH "SUPER PAINT" EXTERIOR LATEX IN A SATIN FINISH BY SHERWIN WILLIAMS OR APPROVED EQUAL. PROVIDE 1 COAT OF "LOXON CONCRETE AND MASONRY PRIMER" BY SHERWIN WILLIAMS OR APPROVED EQUAL WITH 2 (TWO) COATS OF "SUPERPAINT EXTERIOR LATEX".SURFACE PREPARATION AND APPLICATION AS RECOMMENDED BY MANUFACTURER.
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
9790 W
. 151S
T.
ST
RE
ET
OR
LA
ND
PA
RK
, IL
60462
DATE:
PR
OJE
CT
:
CLIE
NT
:
4-30-2020 ISSUE FOR PRECAST BID
A−0.17208.07
GENERALSPECIFICATIONS
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10728 W
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PLA
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OR
LA
ND
PA
RK
, IL
60467
OR
LA
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FIR
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APRIL 30, 2020
NN
NN
NN
?
NNNNNNNNNNNN
NN
NN
NN
CA06BF
30/72
20/7
2
20/42 20/42
A
15
C
234
B
A.7
A.4
RECEPTION/CLERK/COPY
101
CONFERENCEROOM
102
OFFICE
103
STORAGE
105
UTILITY
107
SPRINKLERROOM
113
OIL ROOM
112
WOMEN'SLOCKER ROOM
111
LUNCH ROOM
108
CO
RR
IDO
R
109
VEHICLE BAYS
114
PARTS
115
FAB. SHOP
116
WASH BAY
117
TRASHENCLOSURE
118
CO
RR
IDO
R
104
MEN'S LOCKERROOM
110
126' - 0"
109' -
8"
3'
3'
12'
24'
19'
60'
9'
50'
60'
72'
60'
OCCUPANCY USE GROUP MAX. TRAVEL DISTANCE (ALLOWED)
MAX. TRAVEL DISTANCE (ACTUAL)
B(BUSINESS)
300' 82'
ORIGIN OR ALTERNATE PATH OPTION POINT
XX'
TRAVEL DISTANCE (FT.)
TRAVEL PATH
TRAVEL DIRECTION
1HOUR RATED WALL
TOTAL AREA
2,595 G.S.F.
FIRE EXTINGUISHER - SURFACE MOUNT (ACCESS 75' MAX. TRAVEL DISTANCE) CONTRACTOR TO RELOCATE EXISTING FIRE EXTINGUISHERS AND PROVIDE NEW TO MEET COVERAGE SHOWN -FINAL LOCATIONS TO BE VERIFIED/ APPROVED BY LOCAL FIRE PROTECTION DISTRICT
F.E.
S-1(STORAGE)
250' 203' 13,972 G.S.F.
MAX. COMMON PATH DISTANCE (ACTUAL)
60'
112'
A
1
C
2
B
109' -
8"
STORAGEMEZZANINE
201
ELECTRICALROOM
202
MECHANICALROOM
203
25' - 0"
16'
48'
56'
7'
20'
A-2.1
1
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
90
W.
15
1S
T.
ST
RE
ET
OR
LA
ND
PA
RK
, IL
60
46
2
DATE:
PR
OJE
CT
:
CL
IEN
T:
4-30-2020 ISSUE FOR PRECAST BID
A−0.27208.07
CODE ANALYSIS
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APRIL 30, 2020
3/32" = 1'-0"1EGRESS PLAN − FIRST FLOOR
NORTH
APPLICABLE CODES AND REGULATIONS
THE FOLLOWING CODES AND REGULATIONS ARE CURRENTLY ADOPTED BY THE VILLAGEOF DOWNERS GROVE AT THE TIME CONSTRUCTION DOCUMENTS WERE DEVELOPED.
• 2018 INTERNATIONAL BUILDING CODE• 2017 NATIONAL ELECTRIC CODE• 2018 INTERNATIONAL MECHANICAL CODE• 2015 INTERNATIONAL ENERGY CONSERVATION CODE• 2012 INTERNATIONAL FIRE CODE• 2014 ILLINOIS PLUMBING CODE• 2018 ILLINOIS ACCESSIBILITY CODE
USE GROUP CLASSIFICATION (304) B BUSINESS (304.1 BUSINESS GROUP)S-1 MODERATE HAZARD STORAGE
TYPE OF CONSTRUCTION (TABLE 601) TYPE IIB
HEIGHT AND AREA LIMITATION
SECTION 503 GENERAL HEIGHT AND AREA LIMITATIONSTABLE 504.3 ALLOWABLE BUILDING HEIGHT (SPRINKLERED) : 75' (B OR S)TABLE 504.4 ALLOWABLE NUMBER OF STORIES (SPRINKLERED) : 3 STORIES (S-1)TABLE 506.2 ALLOWABLE AREA (USE GROUP S-1, CONSTRUCTION TYPE IIB, SPRINKLERED 1 STORY) : 70,000 SQ. FT.
ACTUAL BUILDING HEIGHT AND AREA
1 STORY16,567 GROSS SQ. FT.
FIRE PROTECTION
A FIRE ALARM SYSTEM & AUTOMATIC FIRE DETECTION SYSTEM WILL BE PROVIDED/INSTALLEDPER SECTION 907AN AUTOMATIC FIRE SUPRESSION SYSTEM WILL BE PROVIDED THROUGHOUT AND INSTALLED PER NFPA
CONSTRUCTION CLASSIFICATION
RATING OF CONSTRUCTION ELEMENTS, TYPE IIB CONSTRUCTION
SECTION 602 CONSTRUCTION CLASSIFICATION TYPES IIB
TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours)
BUILDING ELEMENTS FIRE RATINGSTRUCTURAL FRAMEINCLUDING COLUMNS, GIRDERS, TRUSSES 0 HRS
BEARING WALLEXTERIOR 0 HRSINTERIOR 0 HRS
NON BEARING WALLS AND PARTITIONSINTERIOR 0 HRS
FLOOR CONSTRUCTIONINCLUDING SUPPORTING BEAMS AND JOISTS 0 HRS
ROOF CONSTRUCTIONINCLUDING SUPPORTING BEAMS AND JOISTS 0 HRS
SHAFT ENCLOSURES N/A
OCCUPANT LOAD
TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT
BUSINESS AREAS = 1 OCCUPANT PER 100 SQ. FT. GROSSVEHICLE AREAS = 1 OCCUPANT PER 200 SQ. FT. GROSSSTORAGE AREAS = 1 OCCUPANT PER 300 SQ. FT. GROSS
OCCUPANT LOAD FIRST FLOOR 2,749/ 100 = 28 OCCUPANTS11,223/ 200 = 57 OCCUPANTS
OCCUPANT LOAD MEZZANINE 2,595/ 300= 9 OCCUPANTSTOTAL OCCUPANT LOAD = 94 OCCUPANTS
EGRESS WIDTH PER OCCUPANT SERVED
EGRESS WIDTH SECTION 1005
SECTION 1005.3.1 EGRESS WIDTH PER OCCUPANT SERVED STAIRWAYS (INCHES PER OCCUPANT) 0.3" INCHES OTHER EGRESS COMPONENTS (INCHES PER OCCUPANT) 0.2"
LOCATION OCCUPANT LOAD EXIT WIDTH UNITS REQUIRED EXIT WIDTH UNITS PROVIDED
FIRST FLOOR 85 OTHER (85) x (0.2") = 17.0" 144"
MEZZANINE 9 STAIRWAYS (9) x (0.3") = 2.7" 36"
MINIMUM WIDTH OF EXITS
MIN. STAIR WIDTH (1011.2) = 36” (OCCUPANT LOAD < 50)MIN. DOOR WIDTH (1010.1.1) = 32” MIN. CLEAR OPENING
MEANS OF EGRESS MISCELLANEOUS
EXIT ACCESS: SEE DRAWINGSARRANGEMENT & LOCATION OF EXITS: SEE DRAWINGSEXIT ACCESS TRAVEL DISTANCE: (TABLE 1016.1) 300 FT. W/ SPRINKLER
BUILDING CODE:
3/32" = 1'-0"2MEZZANINE PLAN
UP
DN
TCC1
A-21
1
A-20
1
A-21
2
A-20
2
A
1
A-3.0
15
126' - 0"
2
A-3.0
C
10"
16' -
0 1
/4"
8 1
/8"
9' -
10 1
/4"
8 1
/8"
26' -
8 7
/8"
7 5
/8"
13' -
11 1
/2"
5 1
/4"
12' -
0"
4 7
/8"
13' -
3 1
/8"
4 7
/8"
12' -
7"
1' -
2 1
/8"
RECEPTION/CLERK/COPY
101
CONFERENCEROOM
102
OFFICE
103
STORAGE
105
UTILITY
107
SPRINKLERROOM
113
OIL ROOM
112
LUNCH ROOM
108
CORRIDOR
109
VEHICLE BAYS
114
PARTS
115
FAB. SHOP
116
WASH BAY
117
TRASHENCLOSURE
118
A-1.3
2
234
B
109' -
8"
24' -
0"
17' - 8"
19' - 0" 7 5/8" 81' - 2 3/8" 8" 14' - 2 3/8" 7 5/8" 8' - 0"
102A
103A
105A
107A
110A
114G 114F 114E 114D
114K 114L 114M 114N114J
112B
114A114B
114C
113A
112A
108A
26
26
26
26
21' - 0" 38' - 3" 41' - 9" 25' - 0"
16' - 4" 3' - 4" 4' - 4" 12' - 0" 7' - 6" 12' - 0" 7' - 6" 12' - 0" 7' - 6" 12' - 0" 3' - 10" 3' - 4" 4' - 10" 3' - 4" 7' - 2" 6' - 0" 3' - 0"
8" 5' - 4" 4 7/8" 16' - 9"
54' -
10"
54' -
10"
54' -
0"
7 5
/8"
53' -
4 3
/8"
4' - 6" 12' - 0" 7' - 6" 12' - 0" 7' - 6" 12' - 0" 7' - 6" 12' - 0" 7' - 6" 12' - 0" 3' - 6" 3' - 4" 1' - 10" 3' - 4"
MEN'S LOCKERROOM
110
111A
WOMEN'SLOCKER ROOM
111
MECH. STATIONS
106
UN
IFO
RM
S
CORRIDOR
104
TOILET (FUTURE)
150
8"
104A
2
2
2 2
22
101A
3
A-3.1
4
A-3.15
A-3.1
6
A-3.1
7
A-3.1
3' -
6"
10' -
0"
23' -
6"
6' -
0"
1' -
6"
8' -
0"
1' -
6"
21' -
0"
6' -
0"
6' -
0"
6' -
0"
6' -
0"
6' -
0"
3' -
0"
A.7
A.41
A-3.2
PROVIDE SAFTEY ACCESS CHAIN MOUNTED ON EYELET WITH HOOK
PROVIDE SAFTEY ACCESS CHAIN MOUNTED ON EYELET WITH HOOK
A-5.0 1
3' -
6"
3' -
4"
33' -
0"
6' -
0"
30' -
0"
6' -
0"
6' -
0"
6' -
0"
6' -
5"
6' -
0"
3' -
5"
10"
12' -
0"
10
10
10
FUTURE LIFT
A-1.3
1
A-2.1
1
A-2.0
2
A-2.0
1
A-2.1
2
FUTUREMEZZANINE
PRECASTER SHALL PROVIDE EMBEDPLATES AT 2'-0" O.C. FOR FUTURE MEZZANINE(TYPICAL THIS AREA)
A
1
2
A-3.0
C
109' -
8"
2
B
STORAGEMEZZANINE
201
ELECTRICALROOM
202
202A
29
29
29
29
29
MECHANICALROOM
203203A
25' - 0"
54' -
10"
54' -
10"
7 1
/4"
10' -
0"
7 1
/4"
16' -
0 1
/4"
3
A-3.1
7
A-3.1
13' - 6"
10' - 6"
1
A-3.2
A-6.0
1
6
6
6
6
A-2.1
1
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
90
W.
15
1S
T.
ST
RE
ET
OR
LA
ND
PA
RK
, IL
60
46
2
DATE:
PR
OJE
CT
:
CL
IEN
T:
4-30-2020 ISSUE FOR PRECAST BID
A−1.07208.07
FLOOR PLANS
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APRIL 30, 2020
1/8" = 1'-0"1FLOOR PLAN
1/8" = 1'-0"2MEZZANINE PLAN
0 8
NORTH
0 8
NORTH
A
1
2
A-3.0
C
2
B
RECEPTION/CLERK/COPY
101
CONFERENCEROOM
102CORRIDOR
104
OFFICE
103
STORAGE
105
UTILITY
107WOMEN'S
LOCKER ROOM
111
CORRIDOR
109
LUNCH ROOM
108
MEN'S LOCKERROOM
110
SPRINKLERROOM
113
OIL ROOM
112
3
A-3.1
7
A-3.1
1
A-3.2
10
A-1.2
25' - 0"
54' -
10"
54' -
10"
AFF
9' - 0"
AFF
9' - 0"
AFF
9' - 0"
AFF
9' - 0"
AFF
9' - 0"
AFF
9' - 0"
AFF
9' - 0"
A
1
A-3.0
15
2
A-3.0
C
234
B
ELECTRICALROOM
202
MECHANICALROOM
203
STORAGEMEZZANINE
201
VEHICLE BAYS
114
126' - 0"
109' -
8"
5
A-3.1
7
A-3.1
1
A-3.2
10
A-1.2
2 X 4 LAY-IN CEILING GRID
WATER RESISTANTGYP. BOARD CEILING
EXPOSED CONSTRUCTION
CEILING LEGEND
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
90
W.
15
1S
T.
ST
RE
ET
OR
LA
ND
PA
RK
, IL
60
46
2
DATE:
PR
OJE
CT
:
CL
IEN
T:
4-30-2020 ISSUE FOR PRECAST BID
A−1.17208.07
REFLECTEDCEILING PLAN
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APRIL 30, 2020
1/8" = 1'-0"1REFLECTED CEILING PLAN − OFFICE
1/8" = 1'-0"2REFLECTED CEILING PLAN − MEZZANINE & MAINTENANCE
0 8
NORTH
0 8
NORTH
A
1
A-3.0
15
2
A-3.0
C
234
B6" ROOF DRAIN - SEE PLUMBING
6" OVERFLOW DRAIN W/ 2" RIM - SEE PLUMBING
6" ROOF DRAIN - SEE PLUMBING
6" OVERFLOW DRAIN W/ 2" RIM - SEE PLUMBING
30"x36" ROOF HATCHSEE DETAIL 5/A-1.2
ROOF SADDLE
109' -
8"
126' - 0"
54' -
10"
54' -
10"
21' - 0" 38' - 3" 41' - 9" 25' - 0"
EXHAUST FAN - SEE MECHANICAL
RTU - SEE MECHANICAL(TYP. OF 2)
SADDLE AS REQ. (TYP)
5
A-3.1
7
A-3.1
1/4
" /
1'-0
" M
IN.
1/4
" /
1'-0
" M
IN.
7/8" / 1'-0" 1/2" / 1'-0"
1/4
" /
1'-0
" M
IN.
1/4
" /
1'-0
" M
IN.
3/8" / 1'-0" 3/8" / 1'-0"
1
A-3.2
3
A-1.2
3
A-1.2
3
A-1.23
A-1.2
2
A-1.2
3
A-1.2
8
A-1.2
A-1.2
9
10
A-1.2
10
A-1.2
A-1.2
9
A-2.1
2
T/ PRECAST
135'-4"
T/ PRECAST
136'-4"
T/ PRECAST
132'-4" (TYP. U.N.O.)
A
4"
5"
7"
2" 3" 7"
1' - 0"
BASE TIE-IN FLASHING BYROOFING MANUFACTURER
ROOF- SEE ROOF PLAN
EXTEND ROOF MEBRANEOVER OVER WALL
2x CONTINUOUS TREATED BLOCKING - MACHANICALLY FASTENED AT 2'-0" O.C. STAGGERED
PREFINISHED TWO PIECESNAP ON METAL COPING- KYNAR 500 FINISH
CONTINUOUS SEALANT
EIFS CORNICE
T/ JOIST BRG.
SEE STRUCTURAL
T/ PRECAST
SEE ELEVATIONS
SELF ADHERING FLASHINGMEMBRANE - RUN UP ANDOVER PARAPET
CONTINUOUS SEALANT
5CONTINUOUS WATERSTOP
EXTEND ROOF MEBRANEOVER PRECAST WALL
2x CONTINUOUS TREATED BLOCKING - MECHANICALLY FASTENED AT 2'-0" O.C. STAGGERED
PREFINISHED ROOF EDGE- KYNAR 500 FINISH
CONTINUOUS SEALANT
T/ DECK BRG.
SEE STRUCTURAL
T/ PRECAST
SEE ELEVATIONS
BONDING ADHESIVE
1/2" THICK COVER BOARD- FULLY ADHERED
TPO MEMBRANE- FULLY ADHERED
4" THICK POLY-ISO (MIN. R25)INSULATION BOARDS- FULLY ADHERED
VAPOR BARRIER- FULLY ADHERED
1/2" BASE BOARD- MECHANICALLY FASTENED
METAL DECK
FASTENING PATTERN PERROOFING MFR'S SPECIFICATIONS
SAFETY POST (BY BILCO)
LADDER THIS SIDE (BY OTHERS)
CURB WITH INTEGRAL CAPFLASHING AND BILCLIP (TM)
COMBINATION LOCK STRIKE AND PADLOCK HASP
LIFTING MECHANISM HOUSING
3" (25.4mm) RIGID FIBERBOARD INSULATION AROUND CURB
HINGE
AUTOMATIC HOLD ARM AND COVER RELEASE
RED VINYL GRIP
COVER LINER
SPRING LATCH WITH INSIDE-OUTSIDE HANDLES AND PADLOCK HASP
GASKET (ALL AROUND)
COVER
1' -
1 1
/2"
SEE ROOF PLAN
8 1
/2"
VENT CAP
SEALANT
METAL CONE FLASHING ADHERE TO PIPE AND MEMBRANE WITH APPROPRIATE ADHESIVE
FLASHING EXTENDS 2" MINIMUM ONTO DECK
SEAL EDGE OF FLASHIGN WITH LAP EDGE SELANT
TPO MEMBRANE TURNED 1" UP PIPE
NOTES:
1. THIS DETAIL SHOULD BE USED ONLY WHEN PRE-FABRICATED COVERS ARE NOT USED
2. THE OVERLAP AS THE FLASHING WRAPS THE PIPE, SHOULD BE A MINIMUM OF 3" AND SHOULD BE ADHERED WITH APPROPRIATE ADHESIVE. THE EDGE OF THE OVERLAP SHOULD BE SEALED WITH LAP EDGE SEALANT
NOTES:
1. THIS DETAIL SHOULD BE USED ONLY WHEN PRE-FABRICATED COVERS ARE NOT USED
2. THE OVERLAP AS THE FLASHING WRAPS THE PIPE, SHOULD BE A MINIMUM OF 3" AND SHOULD BE ADHERED WITH APPROPRIATE ADHESIVE. THE EDGE OF THE OVERLAP SHOULD BE SEALED WITH LAP EDGE SEALANT
SEALANT
UNCURED FLASHING MEMBRANE ADHERED TO PIPE AND MEMBRANE WITH APPROPRIATE ADHESIVE
FLASHING EXTENDS 2" MINIMUM ONTO DECK
SEAL EDGE OF FLASHING WITH LAP EDGE SEALANT
TPO MEMBRANE TURNED 1" UP PIPE
2" WOOD NAILER
16 GA. MIN. FRAME
INSULATION SUPPLIED BY CURB MANUFACTURER
3"MIN
.
2"
2"
6"3"
MF
GD
HE
IGH
T
14
" N
OM
INA
L
~~
SEAL STRIP
COUNTERFLASHING FASTENED APPROX. 18" O.C. SUPPLIED AND INSTLALLED BY SHEET METAL CONTRACTOR
FASTENING BAR - ENDS 3" FROM EDGE OF CURB
CURED OR UNCURED FLASHING MEMBER ADHERED TO CURB AND MEMBRANE WITH APPROPRIATE ADHESIVE
TPO MEMBRANE
FASTENERS APPROX. 6" O.C.
FASTEN STRIP TO CURB SIDES OR DECK
ALTERNATE FRAME LOCATION FOR HEAVY UNITS
INSIDE CORNER
FASTENING STRIP
OUTSIDE CORNER WRAP
DECK CLAMP
TAPER INSULATION DOWN TO DRAIN
TPO MEMBRANE FULLY ADHERED
CLAMPING RING
STRAINER
CLAMPING RING
EPDM RUBBER CUT ROUND - EXTEND 1" PAST CLAMP RING
TPO MEMBRANE FULLY ADHERED
1
BRASS LAMB TONGUE SCUPPERWITH BIRD SCREEN- SEE EXTERIOR ELEVATIONS
INSULATED PRECAST WALL PANEL
CONTINUOUS SEALANT AT PERIMETER
HORIZONTALOVERFLOW LEADER
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A−1.27208.07
ROOF PLAN
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APRIL 30, 2020
1/8" = 1'-0"1ROOF PLAN
NOTES:1. PROVIDE SADDLES AROUND ALL
ROOF CURBS FOR PROPER DRAINAGE2. SEE EXTERIOR ELEVATIONS FOR
PRECAST DIMENSIONS0 8
NORTH
1" = 1'-0"2ROOF DETAIL
1" = 1'-0"3ROOF DETAIL
1 1/2" = 1'-0"4ROOF DETAIL
1" = 1'-0"5ROOF HATCH
1 1/2" = 1'-0"6FLUE FLASHING DET.
1 1/2" = 1'-0"7PIPE FLASHING DET.
1 1/2" = 1'-0"8ROOF CURB DET.
1 1/2" = 1'-0"9ROOF DRAIN
1 1/2" = 1'-0"10OVERFLOW SCUPPER
1
2
A-3.0
C
CORRIDOR
109
A-1.4
12
A-1.4
5
6
7
A-1.4
3
2
1
2
B
7' - 10" 7 5/8" 1' - 8 1/2" 8' - 0 1/2" 4' - 2 3/4"
7' - 9 1/2" 5 5/8" 3' - 0"
3/4"
3' - 0"
3/4"
3' - 0"
3/4"
5' - 0"
16' -
0 1
/4"
7 5
/8"
1' -
1 1
/4"
4 5
/8"
8' -
5"
5 5
/8"
5' -
0"
4 5
/8"
2' -
2 5
/8"
7 5
/8"
18' -
8 1
/2"
7 5
/8"
LUNCH ROOM
108
4
A-1.4
13
UTILITY
107
MEN'S LOCKERROOM
110
110A
107A
104A
108A
A
G
F
H
J
A
BB
E
K
9' -
9 3
/4"
C C
S
L8" 3' - 4"
8" 3' - 4"
5' - 4" 7 5/8" 9' - 4" 3' - 2 1/4" 3' - 4" 8"
3' -
11"
8 1
/8"
7' -
4 7
/8"
7 5
/8"
18' -
8 7
/8"
2' -
6 1
/2"
7 5
/8"
6' - 6 5/8"
1' - 3 1/4"
2' - 11 1/2"
5' -
0 1
/2"
2 7/8" 14' - 0" 2' - 11 3/8"
U
14' - 2 3/8" 7 5/8" 8' - 0"
112B
112A
113A
OIL ROOM
112
SPRINKLERROOM
113
2
10
11
10
10
10
10
10
11
8
119
9
1010 10
2
88
9
Q
9999
114C
26
3' -
6"
10' -
0"
2' -
6 3
/16"
W-1
A
12
B
A-1.4
13
A-1.411
10
9
8
A-1.4
14
3
A-3.1
7
A-3.1
1
A-3.2
4
A-6.0
7 5
/8"
7' -
4 3
/8"
1' -
4"
5' -
3 1
/2"
4 7
/8"
12' -
0"
4 7
/8"
13' -
3 1
/8"
4 7
/8"
12' -
7"
WOMEN'SLOCKER ROOM
111
STORAGE
105
UTILITY
107
107A
104A
111A
105A
E-1
JF A
N
D
H G
L
8" 3' - 4"
5' - 4" 7 5/8" 9' - 4" 3' - 2 1/4" 3' - 4" 8"
2' - 0"
2' -
0"
2' -
6 1
/2"
7 5
/8"
6' - 6 5/8"
7' -
10 1
/4"
5 7
/8"
3' -
0"
5' - 4" 5 1/4" 9' - 1 3/4"
1' - 5 3/4"
6' - 1 1/8"
OFFICE
103
CORRIDOR
104
CONFERENCEROOM
102
RECEPTION/CLERK/COPY
101
103A
102A
101A
2
2 2
2
2
2' -
0"
2' -
0"
13
1
4
14
4
14
3' -
8"
4' -
8"
16' - 9"
11
8
9
7
10
1
12
12 1
45
5
7
Q
10
10
10
22' - 5 7/8"
9
26
26
26
26
114A
W
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
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DATE:
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CT
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4-30-2020 ISSUE FOR PRECAST BID
A−1.37208.07
ENLARGEDPLANS
OR
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APRIL 30, 2020
1/4" = 1'-0"2ENLARGED PLAN − 2
1/4" = 1'-0"1ENLARGED PLAN − 1
FIXTURE & EQUIPMENT SCHEDULE
ITEM DESCRIPTION COMMENTS
A ADA COMPLIANT WALL MOUNTED TOILET W/ FLUSH VALVE & AUTOMATIC SENSOR SEE PLUMBING DRAWINGS
B URINAL W/ FLUSH VALVE & AUTOMATIC SENSOR SEE PLUMBING DRAWINGS
C INTEGRAL VANITY BOWL
D
E 36"x60" SHOWER PAN
E-1 36" x 36" SHOWER PAN
F 42" STRAIGHT PEENED GRAB BAR
F-1 (7) #6 BARS E.W. BOTT.
G 36" STRAIGHT PEENED GRAB BAR
H 18" STRAIGHT PEENED GRAB BAR
J SURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER
K 42" x 21" STAINLESS STEEL DOUBLE BASIN SINK
L BOBRICK B-918116L BARIATRIC FOLDING SHOWER SEAT WITH LEGS
M Bobrick B-165 2436 CHANNEL FRAME MIRROR 24"W x 36"L
N Mop Service Basin
P 4-POLE MOP HOLDER
Q Personal Storage Locker - 2 Tier, Single Mesh Door
R WASHER DRYER COMBO BY OWNER
S SIDE-BY-SIDE REFRIGERATOR WITH ICE AND WATER DISPENSER BY OWNER
T BOBRICK B-270 CONTURA SERIES SURFACE MOUNTED SANITARY NAPKIN DISPOSAL
U BOBRICK B-7128 QUIETDRY SERIES, ADA SURFACE-MOUNTED HAND DRYER
V BOBRICK B-6727 SURFACE MOUNTED DOUBLE ROBE HOOK
W 36" BOBRICK B-204-3 VINYL SHOWER CURTAIN
W-1 60" BOBRICK B-204-3 VINYL SHOWER CURTAIN
Z VEHICLE LIFT
Q
W-1
TILE BASE BENCHES-BY OWNER
L
TILE BASE
BENCHES-BY OWNER
W-1
L
Q
TILE BASE
4' - 6"
4' -
6"
V
TILE BASE
H
F
A
G
J
TILE BASE
B
BA
AJ
G
H
F
CC
M M
TILE BASE
2' - 0"2' - 0"
1' - 6"5' - 2 1/2"3' - 0 3/4"2' - 9 3/8"
2' -
7"
3' -
3"
S
K
4" HIGH VINYL BASE
B24B48B48
U48 U48 U48 U24
2' -
6"
1' -
6"
3' -
0"
Q
TILE BASE
BENCHES-BY OWNER
H
G
F
JA
TILE BASE
T
F
J
A
D
M
L
TILE BASE 1' - 6"
2' -
10"
3' -
3"
D
Q
TILE BASE
2' - 0"3' - 0"
4' -
6"
VV
2' -
10"
Q
TILE BASE
BENCH-BY OWNER
4" HIGH VINYL BASE
LAMINATE WORK SURFACE
UNDER CABINET TASK LIGHTING
CABINET FILLER PANELS
U36U36U36
STORAGE CABINET
2' -
8"
2' -
0"
2' -
6"
COUNTERTOP SUPPORT- EACH SIDE
R
N
P
4" HIGH VINYL BASE
12"
36"MAX
3'-0"
2'-6"
3'-6"
T/S
EA
T
17"
TO
19"
36" 6"
18"
3'-0
"- 3
'-4"
4'-0"
3'-6" 1'-0"
19"
36"MAX.
3'-6
1/2
"
3'-0
"
2'-3"
11
1/4
"
1'-6
"
2'-3"
3'-0
"MA
X.
17"-19"
9"M
IN.
8"MIN. 6"MIN.
C
3'-4"
WATER COOLER
SIDE WALL OR TOILET PARTITION
EQUIPMENT PERMITTED IN SHADED AREA
L
TOILET DISPENSER (W/
SIDE GRAB BAR)
SEMI-RECESSED PAPER TOWEL
DISPENSER AND WASTE RECEPTACLE
SANITARY NAPKIN DISPOSAL (W/ SIDE
GRAB BAR)
WATER CLOSET (W/ REAR WALL GRAB BAR)
6"MAX.
8"MIN.
27"M
IN.
9"M
IN.
19"MAX.
17"MIN.
61/2
" M
IN.
40
"MA
X.
34"M
AX
.
29"M
IN.
PROTECT PIPING FROM CONTACT, PROVIDE INSULATION AT ALL EXPOSED PIPING OR OPTIONAL ENCLOSURE AS SHOWN
LEVER VALVE, PUSH/PULL OR ELECTRONIC CONTROLS
MIRROR
MIN 30"x48" CLEAR FLOOR SPACE
3' - 4"
2' - 10
"
2' - 5"
2' - 3"
0' - 9"
0 ' - 6 "
2' - 0 "
1 ' - 7"
3'-4"
7"-9" 1' -
5"
ADAURINAL
H.C.
SEE PLAN
3'-0
"- 3
'-4"
T/S
EA
T
17"
TO
19"
27"
MIN
48"
MA
X
17"-25"
TO
OP
ER
AB
LE
PO
RT
ION
34"
MA
X
WO
RK
SU
RF
AC
E
WO
RK
SU
RF
AC
E
DIAPER CHANGING STATION
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PROJECT #:
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DATE:
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4-30-2020 ISSUE FOR PRECAST BID
A−1.47208.07
INTERIORELEVATIONS
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APRIL 30, 2020
1/4" = 1'-0"1
MEN’S LOCKER ROOM −SOUTH
1/4" = 1'-0"2
MEN’S LOCKER ROOM −EAST
1/4" = 1'-0"3
MEN’S LOCKER ROOM −NORTH
1/4" = 1'-0"5
MEN’S TOILET ROOM −SOUTH
1/4" = 1'-0"6
MEN’S TOILET ROOM −EAST
1/4" = 1'-0"7
MEN’S TOILET ROOM −NORTH
1/4" = 1'-0"12KITCHENETTE
1/4" = 1'-0"4
MEN’S LOCKER ROOM −WEST
1/4" = 1'-0"8
WOMEN’S LOCKERROOM − SOUTH
1/4" = 1'-0"9
WOMEN’S LOCKERROOM − EAST
1/4" = 1'-0"10
WOMEN’S LOCKERROOM − NORTH
1/4" = 1'-0"11
WOMEN’S LOCKERROOM − WEST
1/4" = 1'-0"13
MECHANIC’SWORKSTATIONS
1/4" = 1'-0"14
UTILITY ROOM −SOUTH
FIXTURE & EQUIPMENT SCHEDULE
ITEM DESCRIPTION COMMENTS
A ADA COMPLIANT WALL MOUNTED TOILET W/ FLUSH VALVE & AUTOMATIC SENSOR SEE PLUMBING DRAWINGS
B URINAL W/ FLUSH VALVE & AUTOMATIC SENSOR SEE PLUMBING DRAWINGS
C INTEGRAL VANITY BOWL
D
E 36"x60" SHOWER PAN
E-1 36" x 36" SHOWER PAN
F 42" STRAIGHT PEENED GRAB BAR
F-1 (7) #6 BARS E.W. BOTT.
G 36" STRAIGHT PEENED GRAB BAR
H 18" STRAIGHT PEENED GRAB BAR
J SURFACE MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER
K 42" x 21" STAINLESS STEEL DOUBLE BASIN SINK
L BOBRICK B-918116L BARIATRIC FOLDING SHOWER SEAT WITH LEGS
M Bobrick B-165 2436 CHANNEL FRAME MIRROR 24"W x 36"L
N Mop Service Basin
P 4-POLE MOP HOLDER
Q Personal Storage Locker - 2 Tier, Single Mesh Door
R WASHER DRYER COMBO BY OWNER
S SIDE-BY-SIDE REFRIGERATOR WITH ICE AND WATER DISPENSER BY OWNER
T BOBRICK B-270 CONTURA SERIES SURFACE MOUNTED SANITARY NAPKIN DISPOSAL
U BOBRICK B-7128 QUIETDRY SERIES, ADA SURFACE-MOUNTED HAND DRYER
V BOBRICK B-6727 SURFACE MOUNTED DOUBLE ROBE HOOK
W 36" BOBRICK B-204-3 VINYL SHOWER CURTAIN
W-1 60" BOBRICK B-204-3 VINYL SHOWER CURTAIN
Z VEHICLE LIFT
1/4" = 1'-0"15ADA MOUNTING HEIGHTS
100' - 0"FIRST FLOOR
100' - 0"
132' - 4"T/ PRECAST
132' - 4"
15
112' - 0"T/ MEZZANINE
112' - 0"
234
136' - 4"HIGH PARAPET
136' - 4"
CLEAR ANODIZED THERMALLY BROKEN STOREFRONT ENTRY SYSTEM W/ 1" INSULATED TINTED GLASS
1" INSULATED TINTED GLASS IN CLEAR ANODIZED THERMALLY BROKEN STOREFRONT W/ OPERABLE AWING WINDOW
HOLLOW METAL DOOR & FARME (PAINTED TO MATCH FIELD COLOR)
PREFINISHED KYNAR 500 METAL COPING (TYP)
ACCENT REVEALS (TYP)
EIFS CORNACE
LIGHT FIXTURES (TYP) - SEE ELECTRICAL DRAWINGS
VERT. ACCENT REVEALS (TYP)
PREFINISHED INSULATED OVERHEAD DOOR W/ FULL WIDTH VISION PANELS (TYP)
PRECAST CONCRETE PANELS (TYP.)
KNOX BOX - VERIFY LOCATION W/ FIRE MARSHALL
BACK-LIT CHANNEL LETTER SIGNAGE
P2
P1P1
P1
P1
P2
P1
P1
ALTERNATE PRECAST BIDLINE OF PRECAST
T/ LOW PARAPET
135'-4"
(BASE BID)
12' - 0" 12' - 0" 12' - 0" 7' - 6" 12' - 0" 7' - 6" 12' - 0" 7' - 6" 12' - 0" 12' - 0" 7' - 6" 12' - 0"
100' - 0"FIRST FLOOR
100' - 0"
132' - 4"T/ PRECAST
132' - 4"
1 5
112' - 0"T/ MEZZANINE
112' - 0"
2 3 4
B/ CANOPY
115'-0"
STEEL FRAMED CANOPY (PAINTED)
HOLLOW METAL DOOR & FARME (PAINTED TO MATCH FIELD COLOR)
PREFINISHED KYNAR 500 METAL COPING (TYP)
STEEL EMBED (PAINTED)
ACCENT REVEALS (TYP)
PARAPET BEYOND PRECAST CONCRETE PANELS (TYP.)
PREFINISHED KYNAR 500 METAL COPING (TYP)
TIE ROD W/ TURNBUCKLE (PAINTED)
CONCRETE FILLED STEEL BOLLARDS W/ PLASTIC COVER
PRECAST TRASH ENCLOSURE
PREFINISHED INSULATED OVERHEAD DOOR W/ FULL WIDTY VISION PANELS (TYP)T/ PRECAST
108'-4"
LIGHT FIXTURE - SEE ELECTRICAL DRAWINGS
P1
P2
P1
(BASE BID)
ALTERNATE PRECAST BIDLINE OF PRECAST
T/ LOW PARAPET
EL: 135'-4"
FUTURE CANOPY EXTENSION (TYP)
FUTURE TIE ROD W/ TURNBUCKLE (TYP.)
4' - 6"12' - 0"7' - 6"12' - 0"7' - 6"12' - 0"7' - 6"12' - 0"7' - 6"12' - 0"12' - 0"7' - 6"12' - 0"
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ling
bro
ok,
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ne
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08
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PROJECT #:
97
90
W.
15
1S
T.
ST
RE
ET
OR
LA
ND
PA
RK
, IL
60
46
2
DATE:
PR
OJE
CT
:
CL
IEN
T:
4-30-2020 ISSUE FOR PRECAST BID
A−2.07208.07
EXTERIORELEVATIONS
OR
LA
ND
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RO
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ION
DIS
TR
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MA
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CIL
ITY
10
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ION
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APRIL 30, 2020
1/8" = 1'-0"1SOUTH ELEVATION
1/8" = 1'-0"2NORTH ELEVATION
100' - 0"FIRST FLOOR
100' - 0"
132' - 4"T/ PRECAST
132' - 4"
A C
112' - 0"T/ MEZZANINE
112' - 0"
B
136' - 4"HIGH PARAPET136' - 4"
T/ PRECAST
108'-4"
B/ CANOPY
115'-0"
STEEL FRAMED CANOPY (PAINTED)
HOLLOW METAL DOOR & FARME (PAINTED TO MATCH FIELD COLOR)
PREFINISHED KYNAR 500 METAL COPING (TYP)
ACCENT REVEALS (TYP)
1" INSULATED TINTED GLASS IN CLEAR ANODIZED THERMALLY BROKEN STOREFRONT W/ OPERABLE AWING WINDOW
LIGHT FIXTURE (TYP)
1" INSULATED TINTED GLASS IN CLEAR ANODIZED THERMALLY BROKEN STOREFRONT
OVERFLOW SCUPPER - (LAMBS TONGUE W/ BIRD SCREEN)
(LOW) T/ PARAPET
135'-4"
PREFINISHED KYNAR 500 METAL COPING (TYP)
P2 P1P1
P1
P1
P2
P1
P1
P1
P1
P2
ALTERNATE PRECAST BIDLINE OF PRECAST
ALTERNATE PRECAST BIDLINE OF PRECAST
(BASE BID)
12' - 10" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 10"
100' - 0"FIRST FLOOR
100' - 0"
132' - 4"T/ PRECAST
132' - 4"
AC B
136' - 4"HIGH PARAPET
136' - 4"
A.7 A.4
B/ CANOPY
115'-0"
PREFINISHED KYNAR 500 METAL COPING (TYP)
ACCENT REVEALS (TYP)
CONCRETE FILLE STEEL BOLLARD W/ PLASTIC COVER (TYP)
LIGHTING FIXTURE (TYP)
STEEL FRAMED CANOPY (PAINTED)
STEEL FRAME W/ COMPOSITE DECKING TRASH ENCLOSURE GATE BEYOND
OVERFLOW SCUPPER - (LAMBS TONGUE W/ BIRD SCREEN)
PREFINISHED MECHANICAL INTAKE LOUVER - SEE MECHANICAL DRAWINGS
P2P1 P1
P1
P2
P1
ALTERNATE PRECAST BIDLINE OF PRECAST
(BASE BID)
12' - 10" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 10"
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
90
W.
15
1S
T.
ST
RE
ET
OR
LA
ND
PA
RK
, IL
60
46
2
DATE:
PR
OJE
CT
:
CL
IEN
T:
4-30-2020 ISSUE FOR PRECAST BID
A−2.17208.07
EXTERIORELEVATIONS
OR
LA
ND
FIR
E P
RO
TE
CT
ION
DIS
TR
ICT
MA
INT
EN
AN
CE
FA
CIL
ITY
10
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W.
16
3rd
PL
AC
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OR
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FIR
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ION
DIS
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APRIL 30, 2020 1/8" = 1'-0"1EAST ELEVATION
1/8" = 1'-0"2WEST ELEVATION
100' - 0"FIRST FLOOR
100' - 0"
132' - 4"T/ PRECAST
132' - 4"
A2
A-3.0
C
112' - 0"T/ MEZZANINE
112' - 0"
B
136' - 4"HIGH PARAPET
136' - 4"
A-3.1
1
A-3.1
2
3
A-3.1
6
A-3.1
VEHICLE BAYS
114
VEHICLE BAYS
114
1
A-3.2
INSULATED PRECASTWALL PANELS
THERMALLY BROKEN ALUMINUM FRAME WINDOW
PREFINISHED TWO PIECESNAP ON METAL COPINGWITH KYNAR 500 FINISH
SELF ADHERING MEMBRANEUP AND OVER PARAPET
HIGH LIGHT OVERHEADSECTIONAL DOOR
CONCRTE FILLED STEELPIPE BOLLARDPAINT FINISHCOLOR: SAFETY YELLOW(TYPICAL)
TYPICAL S.O.G. CONSTRUCTION
CONCRETE SLAB ON GRADE OVER V.B. W/2"PERIMETER INSULATION UNDER SLAB (S.S.D.)
TYP. ROOF CONSTRUCTION
45 MIL. TPO SUNGLE PLY FULLY ADHEREDMEMBRANE OVER 4" RIGID INSULATION (R-25 MIN)MECHANICALLY FASTENED TO METAL ROOFDECK
STEEL JOISTS- SEE STRUCTURAL DRAWINGS
2'-0" x 2" THICK PERIMETERINSULATION UNDER SLAN ANDDOWN 2'-0" ALONG WALL (TYP.)
REINFORCED CONCRETEFOOTING- SEE STRUCTURAL DRAWINGS
INSULATED PRECASTWALL PANELS
PREFINISHED TWO PIECESNAP ON METAL ROOF EDGE WITH KYNAR 500 FINISH
ROOF HATCH- SEE ROOF PLAN
EXHAUST FAN- SEE MECHANICAL DRAWINGS
RTU- SEE MECHANICAL DRAWINGS
42" HIGH1 1/2" DIA. PIPE RAILING SYSTEM
PRECAST CONCRETETRASH ENCLOSURE
STEEL FRAMED TRASH ENCLOSURE DOORS W/ COMPOSITE DECKING
PREFINISHED TWO PIECESNAP ON METAL COPINGWITH KYNAR 500 FINISH
STEEL FRAMED CANOPYPAINT FINISH
HIGH LIGHT OVERHEADSECTIONAL DOOR
CONCRTE FILLED STEELPIPE BOLLARDPAINT FINISHCOLOR: SAFETY YELLOW(TYPICAL)
2'-0" x 2" THICK PERIMETERINSULATION UNDER SLAN ANDDOWN 2'-0" ALONG WALL (TYP.)
REINFORCED CONCRETEFOOTING- SEE STRUCTURAL DRAWINGS
OVERHEAD COILING DOOR CLEAR ANODIZED ALUMINUM STOREFRONT SYSTEM
HOLLOW METAL FRAME W/ TEMPERED GLASS (TYP)
100' - 0"FIRST FLOOR
100' - 0"
132' - 4"T/ PRECAST
132' - 4"
1
A-3.01 5
112' - 0"T/ MEZZANINE
112' - 0"
2 3 4
136' - 4"HIGH PARAPET
136' - 4"
7
A-3.1
VEHICLE BAYS
114
STORAGEMEZZANINE
201
LUNCH ROOM
108
CORRIDOR
109
REINFORCED CMU WALLPAINTED
HIGH LIFT OVERHEAD DOOR(TYPICAL)
INSULATED PRECASTWALL PANELSTHERMALLY BROKEN
ALUMINUM FRAME WINDOW
THERMALLY BROKEN ALUMINUM FRAME WINDOW
INSULATED PRECASTWALL PANELS
PRECAST PLANKWITH CONCRETE TOPPING- SEE STRUCTURAL DRAWINGS
SUSPENDED ACOUSTICALPANEL CEILING SYSTEM
STEEL PANCONCRETE FILLED STAIRS
STEEL GUARDRAIL ANDHANDRAIL SYSTEMPAINT FINISH
WALL MOUNTED JAMBOVERHEAD SECTIONALDOOR OPERATOR
PREFINISHED TWO PIECESNAP ON METAL ROOF EDGEWITH KYNAR 500 FINISH
PREFINISHED TWO PIECESNAP ON METAL COPINGWITH KYNAR 500 FINISH
SELF ADHERING MEMBRANEUP AND OVER PARAPET
TYP. ROOF CONSTRUCTION
45 MIL. TPO SUNGLE PLY FULLY ADHEREDMEMBRANE OVER 4" RIGID INSULATION (R-25 MIN)MECHANICALLY FASTENED TO METAL ROOFDECK
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
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RK
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DATE:
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4-30-2020 ISSUE FOR PRECAST BID
A−3.07208.07
BUILDINGSECTIONS
OR
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ION
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TR
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10
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APRIL 30, 2020
3/16" = 1'-0"1BUILDING SECTION 1
3/16" = 1'-0"2BUILDING SECTION 2
100' - 0"FIRST FLOOR
100' - 0"
136' - 4"HIGH PARAPET
136' - 4"
1/2" PREFORMEDJOINT FILLER
TYPICAL S.O.G. CONSTRUCTION
CONCRETE SLAB ON GRADE OVER V.B. W/2"PERIMETER INSULATION UNDER SLAB (S.S.D.)
EXTERIOR WALL PANEL (W/ FURRING)
PRECAST CONCRETE INSULATED WALLPANEL W/ 2" INTERIOR FOIL FACED RIGIDINSULATION (TAPE ALL SEAMS)W/ 3 5/8" METAL STUD FURRING @ 16" O.C.& 5/8" GYPSUM BOARD
TYP. ROOF CONSTRUCTION
45 MIL. TPO SUNGLE PLY FULLY ADHEREDMEMBRANE OVER 4" RIGID INSULATION (R-25 MIN)MECHANICALLY FASTENED TO METAL ROOFDECK
TWO-PIECE COPING SYSTEM WITHPREFINISHED KYNAR 500 FINISH
STEEL JOISTS- SEE STRUCTURAL DRAWINGS
2'-0" x 2" THICK PERIMETERINSULATION UNDER SLAN ANDDOWN 2'-0" ALONG WALL (TYP.)
REINFORCED CONCRETEFOOTING- SEE STRUCTURAL DRAWINGS
A-1.2
2
CONCRETE FILLEDSTEEL PIPE BOLLARDPAINT FINISHCOLOR: SAFETY YELLOW
INSULATED OVERHEAD STEELSECTIONAL DOOR
1 1/2" DIA STEEL GUARDRAILBEYONDPAINT FINISHCOLOR: SAFETY YELLOW
100' - 0"FIRST FLOOR
100' - 0"
C
112' - 0"T/ MEZZANINE
112' - 0"
T/ JOIST BRG.
SEE STRUCTURAL
T/ PRECAST
SEE ELEVATIONS
TURNBUCKLEFOR 1" ROD
1" DIA. GALVANIZED ROD-PAINT FINISH WITHCLEVIS AT EACH END
1" PLATE WITH ROUNDEDCORNERS FOR CLEVIS
CONTINUOUS WALL FLASHINGWITH TERMINATION BAR
1" PLATE WITH ROUNDEDCORNERS FOR CLEVIS
8"
A-4.0
2
A-4.0
3
ROOF DRAIN AND LEADER BEYOND
100' - 0"FIRST FLOOR
100' - 0"
112' - 0"T/ MEZZANINE
112' - 0"
2
HOLLOW CORE PLANK
CONCRETE TOPPING
4"
3' -
6"
1' -
9" 2
' - 1
0"
8"
3' - 8 7/8"
1 1/2"
1 1/2"
CEILING- SEE REFLECTEDCEILING PLAN
1 1/2" DIA. STEEL GUARDRAILPAINT FINISHCOLOR: SAFETY YELLOW
1 1/2" DIA. STEEL HANDRAILPAINT FINISHCOLOR: SAFETY YELLOW
PRECAST CONCRETE INSULATED WALL PANEL
4
A-6.0
100' - 0"FIRST FLOOR
100' - 0"
4
8" CMU PARTITION
T/ CMU
EL: 112'-0"
TYPICAL S.O.G. CONSTRUCTION
CONCRETE SLAB ON GRADE OVER V.B. W/2"PERIMETER INSULATION UNDER SLAB (S.S.D.)
BULLNOSED WALL CAP
100' - 0"FIRST FLOOR
100' - 0"
5
96' - 0"B/ FOUNDATION
96' - 0"
A-1.2
3
T/ FUTURE MEZZANINE
112'-0"
PRECASTER TO PROVIDEEMBED PLATES AT 2'-0" O.C.AT FUTURE MEZZANINE LOCATION- SEE PLAN WHERE OCCURS
100' - 0"FIRST FLOOR
100' - 0"
1
PREFINISHED TWO PIECESNAP ON METAL COPING- KYNAR 500 FINISH
PRECAST WALL PANEL- PAINT FINISH BOTH SIDES
T/ PRECAST
EL: 8' - 4"
100' - 0"FIRST FLOOR
100' - 0"
A
112' - 0"T/ MEZZANINE
112' - 0"
TYP. ROOF CONSTRUCTION
45 MIL. TPO SUNGLE PLY FULLY ADHEREDMEMBRANE OVER 4" RIGID INSULATION (R-25 MIN)MECHANICALLY FASTENED TO METAL ROOFDECK
TWO-PIECE ROOF EDGE WITHPREFINISHED KYNAR 500 FINISH
STEEL JOISTS- SEE STRUCTURAL DRAWINGS
EXTERIOR WALL PANEL (W/ FURRING)
PRECAST CONCRETE INSULATED WALLPANEL W/ 2" INTERIOR FOIL FACED RIGIDINSULATION (TAPE ALL SEAMS)W/ 3 5/8" METAL STUD FURRING @ 16" O.C.& 5/8" GYPSUM BOARD
EXTERIOR WALL PANEL
PRECAST CONCRETE INSULATED WALL
EXTERIOR WALL PANEL
PRECAST CONCRETE INSULATED WALL
TYPICAL S.O.G. CONSTRUCTION
CONCRETE SLAB ON GRADE OVER V.B. W/2"PERIMETER INSULATION UNDER SLAB (S.S.D.)
1/2" PREFORMEDJOINT FILLER
2'-0" x 2" THICK PERIMETERINSULATION UNDER SLAN ANDDOWN 2'-0" ALONG WALL (TYP.)
REINFORCED CONCRETEFOOTING- SEE STRUCTURAL DRAWINGS
THERMALLY BROKEN - INSULATEDALUMINUM STOREFRONT ENTRY DOOR
T/ JOIST BRG.
SEE STRUCTURAL
T/ PRECAST
SEE ELEVATIONS
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
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RK
, IL
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2
DATE:
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CT
:
CL
IEN
T:
4-30-2020 ISSUE FOR PRECAST BID
A−3.17208.07
WALL SECTIONS
OR
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ION
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TR
ICT
MA
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10
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DIS
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APRIL 30, 2020
1/2" = 1'-0"1WALL SECTION
1/2" = 1'-0"2WALL SECTION
1/2" = 1'-0"3WALL SECTION
1/2" = 1'-0"4WALL SECTION
1/2" = 1'-0"5WALL SECTION
1/2" = 1'-0"6WALL SECTION
1/2" = 1'-0"7WALL SECTION
100' - 0"FIRST FLOOR
100' - 0"
1
112' - 0"T/ MEZZANINE
112' - 0"
131' - 9 1/2"T/ STEEL
131' - 9 1/2"
96' - 0"B/ FOUNDATION
96' - 0"
SHIM AS REQUIRED W/ SEALANTAND BACKER BOTH SIDES
DRIP
SHIM AS REQUIRED W/ SEALANTAND BACKER BOTH SIDES
BASE TIE-IN FLASHING BYROOFING MANUFACTURER
ROOF- SEE ROOF PLAN
PREFINISHED TWO PIECESNAP ON METAL COPING- KYNAR 500 FINISH
CONTINUOUS SEALANT
SELF ADHERING FLASHINGMEMBRANE - RUN UP ANDOVER PARAPET
STEEL JOISTS- SEE STRUCTURAL DRAWINGS
EXTERIOR WALL PANEL (W/ FURRING)
PRECAST CONCRETE INSULATED WALLPANEL W/ 2" INTERIOR FOIL FACED RIGIDINSULATION (TAPE ALL SEAMS)W/ 3 5/8" METAL STUD FURRING @ 16" O.C.& 5/8" GYPSUM BOARD
EXTERIOR WALL PANEL
PRECAST CONCRETE INSULATED WALL
TYPICAL S.O.G. CONSTRUCTION
CONCRETE SLAB ON GRADE OVER V.B. W/2"PERIMETER INSULATION UNDER SLAB (S.S.D.)
1/2" PREFORMEDJOINT FILLER
2'-0" x 2" THICK PERIMETERINSULATION UNDER SLAN ANDDOWN 2'-0" ALONG WALL (TYP.)
REINFORCED CONCRETEFOOTING- SEE STRUCTURAL DRAWINGS
THERMALLY BROKEN - INSULATEDALUMINUM STOREFRONT ENTRY DOOR
THERMALLY BROKEN - INSULATEDALUMINUM STOREFRONT ENTRY DOOR
BASE AS SCHEDULED (TYPICAL)
T/ PRECAST
135'-4"
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
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2
DATE:
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CT
:
CL
IEN
T:
4-30-2020 ISSUE FOR PRECAST BID
A−3.27208.07
WALL SECTIONS
OR
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RO
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CT
ION
DIS
TR
ICT
MA
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10
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APRIL 30, 2020
1/2" = 1'-0"1WALLSECTION
1
A-3.0
C
234
SLOPE
SLOPE
SLOPE
SLOPE
1" DIA. ROD W/ TURNBUCKLE AND CLEVIS @ EACH END (TYP.)
3-PLY SBS MODIFIED BUILT-UP ROOFING OVER TAPERED INSUL.
CONTINUOUS MTL. COPING
FLASH MTL. COPING TO PRECAST WALL PANELS- PROVIDE COUNTER FLASHING W/ CONTINUOUS SEALANT
ROOF DRAIN W/ METAL DOWNSPOUT AND SPLASH-BLOCK @ GRADE
2x PRESSURE TREATEDBLOCKING
FULLY ADHERED ROOFINGMEMBRANE - SEE ROOF PLANRUN MEMBRANE UP ANDOVER PARAPET
RIGID INSULATION
ROOF DECK-PAINT FINISH- SEE CANOPY ROOF PLAN
STEEL CHANNELS-PAINT FINISH- SEE STRUCTURAL DRAWINGS
PREFINISHED 2 PIECESNAP ON ROOF EDGEWITH KYNAR 500 FINISH
CONTINUOUS SEALANT
C
8"
CONTINUOUS WALL FLASHINGWITH TERMINATION BAR
2x PRESSURE TREATEDBLOCKING
CONTINUOUS SEALANT
FULLY ADHERED ROOFINGMEMBRANE - SEE ROOF PLAN
RIGID INSULATION
ROOF DECK-PAINT FINISH- SEE CANOPYROOF PLAN
STEEL CHANNELS-PAINT FINISH- SEE STRUCTURAL DRAWINGS
EMBED PLATES AT 24" O.C.
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PROJECT #:
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DATE:
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4-30-2020 ISSUE FOR PRECAST BID
A−4.07208.07
CANOPYDETAILS
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APRIL 30, 2020
3/16" = 1'-0"1CANOPY ROOF PLAN
1 1/2" = 1'-0"2ROOF EDGE DETAIL
1 1/2" = 1'-0"3ROOF EDGE DETAIL
DOOR TYPES
A
FRAME TYPES
SE
E S
CH
ED
ULE
SEE SCHEDULE
C
SE
E S
CH
ED
ULE
SEE SCHEDULE
10"
A
SE
E S
CH
ED
ULE
2"
2"
SEE SCHEDULE
2"
T.
DSECTIONAL
SE
E S
CH
ED
ULE
SEE SCHEDULE
ECOILING
SE
E S
CH
ED
ULE
SEE SCHEDULE
B
SE
E S
CH
ED
ULE
SEE SCHEDULE
4" X 25" VISION PANEL- WIRE GLASS AT EXTERIOR DOORS
B
F
SE
E S
CH
ED
ULE
SEE SCHEDULE
24" X 25" VISION PANEL- WIRE GLASS AT EXTERIOR DOORS
DOOR SCHEDULE NOTES:
1. IT IS THE RESPONSIBILITY OF THE DOOR HARDWARE CONTRACTOR TO ENSURE THAT ALL DOORS AND DOOR HARDWARE CONFORMS WITH CURRENT ILLINOIS ACCESSIBILITY CODE AND FEDERAL ADA REGULATIONS. NO KEYED LOCKSETS ALLOWED ON THE MEANS OF EGRESS SIDES OF EXIT DOORS. PROVIDE OPERATING DEVICES CAPABLE OF OPERATION WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING, OR TWISTING OF WRIST TO OPERATE. EGRESS DOORS SHALL OPEN READILY FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT.
2. PROVIDE DETECTABLE WARNINGS (KNURLED HARDWARE) AT ALL DOORS TO HAZARDOUS AREAS INCLUDING BUT NOT LIMITED TO: JANITOR'S CLOSET, MECHANICAL & ELECTRICAL ROOMS, IN ACCORDANCE WITH ANSI 4273.3. VERIFY ALL DOOR HARDWARE & FINISHES W/ OWNER PRIOR TO CONSTRUCTION.4. ALL EXTERIOR HOLLOW METAL AND HANGAR DOORS TO BE INSULATED.5. FRAME THICKNESS FOR STOREFRONT DOORS & WINDOWS MAY VARY FROM THOSE INDICATED ON PLANS - ADJUST AS REQUIRED.6. RATED DOORS AND FRAMES SHALL COMPLY WITH REQUIRMENTS IN ACCORDANCE WITH IBC SECTION 716.7. PROVIDE TACTILE EXIT SIGN AT INTERIOR SIDE OF EXIT DOORS 100A & 100B. SIGNS SHALL BE MOUNTED 9" TO THE LATCH SIDE OF THE DOOR & 60" TO THE CENTERLINE OF THE SIGN FROM T/ FINISHED FLOOR
SET: AC1.0
1 CONTINUOUS HINGE CFM83SLF-HD1 PE1 NARROW STILE DEADLATCH 4900 628 AD1 PADDLE OPERATOR 4590 SERIES 628 AD1 KEYED CYLINDER (OWNER PREFERENCE) TYPE AS REQ'D.1 ELECTRIC STRIKE 7400 ELX 630 AD1 SMART PAC BRIDGE RECTIFIER 2005M3 HS1 PUSH PULL RM251 US32D RO1 CONC OVERHEAD STOP 1-X36 630 RF1 SURFACE CLOSER P7500 (PAR. ARM) 689 NO1 DROP PLATE (PA) 7788 689 NO1 SPACER 2019S 689 NO1 BLADE STOP 6891 689 NO1 THRESHOLD 252X3AFG PE1 SWEEP W/ DRIP CAP 345ANB PE1 CARD READER BY SECURITY CONTRACTOR OT1 WIRING DIAGRAM BY SECURITY CONTRACTOR SA1 ELECTROLYNX HARNESS QC-C1500P (HINGE/STRIKE TO POWER) MK1 DOOR CONTACT DPS-M/W-BK SU1 POWER SUPPLY AQD SERIES SU1 DOOR BELL
NOTES: ELECTRICALLY CONTROLLED OPENING. DOOR NORMALLY CLOSED AND LOCKED. EGRESS ALLOWED AT ALL TIMES. ENTRY BY MECHANICAL KEY OR BY PRESENTING VALID PROXIMITY CARD TO CARD READER WHICH WILL TEMPORARILY DISENGAGE THE ELECTRIC STRIKE. UPON LOSS OF POWER, DOOR WILL REMAIN LOCKED. FAIL SECURE
DOOR HARDWARE:MK - McKinney MR - Markar PE - Pemko SU - Securitron RO - Rockwood SA - SARGENTAD - Adams Rite HS - HES RF - Rixson NO - Norton OT - Other
SET: AC2.0
3 HINGE, FULL MORTISE TA2714 4-1/2" X 4-1/2" US26D MK1 STOREROOM LOCK LC 8204 LNNJ US26D SA1 KEYED CYLINDER (OWNER PREFERENCE) TYPE AS REQ'D.1 ELECTRIC STRIKE 1500C 630 HS1 SMART PAC BRIDGE RECTIFIER 2005M3 HS1 SURFACE CLOSER (VERIFY W/ OWNER) 7500 (REG. ARM) 689 NO1 KICK PLATE K1050 8" HIGH 4BE CSK US32D RO1 WALL STOP 400 US26D RO1 H & J SMOKE SEAL S88D PE1 CARD READER BY SECURITY CONTRACTOR OT1 WIRING DIAGRAM BY SECURITY CONTRACTOR SA1 ELECTROLYNX HARNESS QC-C1500P (HINGE/STRIKE TO POWER) MK1 DOOR CONTACT DPS-M/W-BK SU1 POWER SUPPLY AQD SERIES SU
NOTES: ELECTRICALLY CONTROLLED OPENING. DOOR NORMALLY CLOSED AND LOCKED. EGRESS ALLOWED AT ALL TIMES. ENTRY BY MECHANICAL KEY OR BY PRESENTING VALID PROXIMITY CARD TO CARD READER WHICH WILL TEMPORARILY DISENGAGE THE ELECTRIC STRIKE. UPON LOSS OF POWER, DOOR WILL REMAIN LOCKED. FAIL SECURE
SET: AC2.1
3 HINGE, FULL MORTISE TA2714 4-1/2" X 4-1/2" US26D MK1 STOREROOM LOCK LC 8204 LNNJ US26D SA1 KEYED CYLINDER (OWNER PREFERENCE) TYPE AS REQ'D.1 ELECTRIC STRIKE 1500C 630 HS1 SMART PAC BRIDGE RECTIFIER 2005M3 HS1 SURFACE CLOSER W/ STOP ARM CPS7500 689 NO1 KICK PLATE K1050 8" HIGH 4BE CSK US32D RO1 H & J SMOKE SEAL S88D PE1 CARD READER BY SECURITY CONTRACTOR OT1 WIRING DIAGRAM BY SECURITY CONTRACTOR SA1 ELECTROLYNX HARNESS QC-C1500P (HINGE/STRIKE TO POWER) MK1 DOOR CONTACT DPS-M/W-BK SU1 POWER SUPPLY AQD SERIES SU
NOTES: ELECTRICALLY CONTROLLED OPENING. DOOR NORMALLY CLOSED AND LOCKED. EGRESS ALLOWED AT ALL TIMES. ENTRY BY MECHANICAL KEY OR BY PRESENTING VALID PROXIMITY CARD TO CARD READER WHICH WILL TEMPORARILY DISENGAGE THE ELECTRIC STRIKE. UPON LOSS OF POWER, DOOR WILL REMAIN LOCKED. FAIL SECURE
SET: AC3.0
1 CONTINUOUS HINGE FM300 630 MR1 EXIT DEVICE (RIM, NL) LC 19 43 8804 US32D SA1 KEYED CYLINDER (OWNER PREFERENCE) TYPE AS REQ'D.1 ELECTRIC STRIKE 9600 630 HS1 SMART PAC BRIDGE RECTIFIER 2005M3 HS1 OFFSET PULL RM201 US32D RO1 SURF OVERHEAD STOP 9-X36 630 RF1 SURFACE CLOSER PRO 7500 (PAR ARM) 689 NO1 KICK PLATE K1050 8" HIGH 4BE CSK US32D RO1 THRESHOLD 273X292AFGPK PE1 HEAD GASKETING 2891AS PE1 JAMB GASKETING SET 290AS PE1 SWEEP W/ DRIP CAP 345ANB PE1 DRIP CAP 346C PE1 CARD READER BY SECURITY CONTRACTOR OT1 WIRING DIAGRAM BY SECURITY CONTRACTOR SA1 ELECTROLYNX HARNESS QC-C1500P (HINGE/STRIKE TO POWER) MK1 DOOR CONTACT DPS-M/W-BK SU1 POWER SUPPLY AQD SERIES SU
NOTES: ELECTRICALLY CONTROLLED OPENING. DOOR NORMALLY CLOSED AND LOCKED. EGRESS ALLOWED AT ALL TIMES. ENTRY BY MECHANICAL KEY OR BY PRESENTING VALID PROXIMITY CARD TO CARD READER WHICH WILL TEMPORARILY DISENGAGE THE ELECTRIC STRIKE. UPON LOSS OF POWER, DOOR WILL REMAIN LOCKED. FAIL SECURE
SET: 1.0
3 HINGE, FULL MORTISE TA2714 4-1/2" X 4-1/2" US26D MK1 PRIVACY LOCK V21 8265 LNNJ US26D SA1 SURFACE CLOSER 7500 (REG. ARM) 689 NO1 KICK PLATE K1050 8" HIGH 4BE CSK US32D RO1 MOP PLATE K1050 4" HIGH 4BE CSK US32D RO1 WALL STOP 400 US26D RO3 SILENCER 608 RO
SET: 2.0
3 HINGE, FULL MORTISE TA2714 4-1/2" X 4-1/2" US26D MK1 PASSAGE LATCH (VERIFY W/ OWNER) 8215 LNNJ US26D SA1 SURFACE CLOSER 7500 (REG. ARM) 689 NO1 KICK PLATE K1050 8" HIGH 4BE CSK US32D RO1 WALL STOP 400 US26D RO1 H & J SMOKE SEAL S88D PE
SET: 2.1
3 HINGE, FULL MORTISE TA2714 4-1/2" X 4-1/2" US26D MK1 PASSAGE LATCH 8215 LNNJ US26D SA1 SURFACE CLOSER W/ STOP ARM CPS7500 689 NO2 KICK PLATE K1050 8" HIGH 4BE CSK US32D RO1 H & J SMOKE SEAL S88D PE1 SWEEP 18061CNB PE
SET: 3.0
3 HINGE, FULL MORTISE TA2714 4-1/2" X 4-1/2" US26D MK1 CLASSROOM LOCK LC 8237 LNNJ US26D SA1 KEYED CYLINDER (OWNER PREFERENCE) TYPE AS REQ'D.1 WALL STOP 400 US26D RO3 SILENCER 608 RO
SET: 4.0
3 HINGE, FULL MORTISE TA2714 4-1/2" X 4-1/2" US26D MK1 STOREROOM/CLOSET LOCK (VERIFY W/ OWNER)8204 LNNJ US26D SA1 KEYED CYLINDER (OWNER PREFERENCE) TYPE AS REQ'D.1 KICK PLATE K1050 8" HIGH 4BE CSK US32D RO1 MOP PLATE K1050 4" HIGH 4BE CSK US32D RO1 WALL STOP 400 US26D RO3 SILENCER 608 RO
SET: 4.1
1 CONTINUOUS HINGE FM300 630 MR1 STOREROOM LOCK LC 76 8204 LNNJ US32D SA1 KEYED CYLINDER (OWNER PREFERENCE) TYPE AS REQ'D.1 SURF OVERHEAD STOP 9-X36 630 RF1 SURFACE CLOSER PRO 7500 (PAR ARM) 689 NO1 KICK PLATE K1050 8" HIGH 4BE CSK US32D RO1 THRESHOLD 273X292AFGPK PE1 HEAD GASKETING 2891AS PE1 JAMB GASKETING SET 290AS PE1 SWEEP W/ DRIP CAP 345ANB PE1 DRIP CAP 346C PE
SET: 4.2
3 HINGE, FULL MORTISE TA2714 4-1/2" X 4-1/2" US26D MK1 STOREROOM LOCK LC 76 8204 LNNJ US32D SA1 KEYED CYLINDER (OWNER PREFERENCE) TYPE AS REQ'D.1 SURFACE CLOSER W/ STOP ARM CPS7500 689 NO1 KICK PLATE K1050 8" HIGH 4BE CSK US32D RO1 H & J SMOKE SEAL S88D PE
SET: 5.0
3 HINGE, FULL MORTISE TA2714 4-1/2" X 4-1/2" US26D MK1 PUSH PLATE 70F (8" X 16") US32D RO1 OFFSET PULL RM201 US32D RO1 SURFACE CLOSER 7500 (REG. ARM) 689 NO1 KICK PLATE K1050 8" HIGH 4BE CSK US32D RO1 MOP PLATE K1050 4" HIGH 4BE CSK US32D RO1 WALL STOP 400 US26D RO3 SILENCER 608 RO
SET: 6.0
DOOR HARDWARE BY OVERHEAD DOOR MANUFACTURER
SET: 6.1
DOOR HARDWARE BY COILING DOOR MANUFACTURER
2" 2' - 2" 2"
SCHEDULE
SEE 2" 2' - 2" 2"
8' - 0"
6"
6' -
5 7
/8"
2 1
/8"
1' -
8"
2"
9' -
0"
SE
E S
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ED
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En
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hitects
Kn
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Inc.
63
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Su
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05
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60
44
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
90
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15
1S
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OR
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PA
RK
, IL
60
46
2
DATE:
PR
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CT
:
CL
IEN
T:
4-30-2020 ISSUE FOR PRECAST BID
A−5.07208.07
DOORSCHEDULE
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10
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APRIL 30, 2020
DOOR SCHEDULE
DOOR No TYPE
DOOR PANEL DOOR FRAME
DETAILHARDWARE
GROUPFIRE
RATING COMMENTSWIDTH HEIGHT THICKNESS MATERIAL FINISH TYPE MATERIAL FINISH
101A C 3' - 0" 7' - 0" 1 3/4" ALUM. PREF A ALUM. PREF 13,15,16 AC1.0
102A A 3' - 0" 7' - 0" 1 3/4" H.M. PT A H.M. PT 6,7 2.0
103A A 3' - 0" 7' - 0" 1 3/4" H.M. PT A H.M. PT 6,7 AC2.0
104A F 3' - 0" 7' - 0" 1 3/4" H.M. PT A H.M. PT 8,9 AC2.1
105A A 3' - 0" 7' - 0" 1 3/4" H.M. PT A H.M. PT 6,7 3.0
107A A 3' - 0" 7' - 0" 1 3/4" H.M. PT A H.M. PT 8,9 4.0
108A C 3' - 0" 7' - 0" 1 3/4" ALUM. PREF B ALUM. PREF 13,14,15,16 SIM 2.1
110A A 3' - 0" 7' - 0" 1 3/4" H.M. PT A H.M. PT 8,9 5.0
111A A 3' - 0" 7' - 0" 1 3/4" H.M. PT A H.M. PT 6,7 1.0
112A A 3' - 0" 7' - 0" 1 3/4" H.M. PT A H.M. PT 10,11,12 AC3.0
112B - 10' - 0" 8' - 0" 3" STEEL PREF - - - 4,5 6.1 O.H. COILING DOOR
113A A 3' - 0" 7' - 0" 1 3/4" H.M. PT A H.M. PT 10,11,12 4.1
114A B 3' - 0" 7' - 0" 1 3/4" H.M. PT A H.M. PT 10,11,12 AC3.0
114B B 3' - 0" 7' - 0" 1 3/4" H.M. PT A H.M. PT 10,11,12 AC3.0
114C B 3' - 0" 7' - 0" 1 3/4" H.M. PT A H.M. PT 10,11,12 AC3.0
114D - 12' - 0" 15' - 0" 3" STEEL PREF - - - 1, 2, 3 6.0
114E - 12' - 0" 15' - 0" 3" STEEL PREF - - - 1, 2, 3 6.0
114F - 12' - 0" 15' - 0" 3" STEEL PREF - - - 1, 2, 3 6.0
114G - 12' - 0" 15' - 0" 3" STEEL PREF - - - 1, 2, 3 6.0
114J - 12' - 0" 15' - 0" 3" STEEL PREF - - - 1, 2, 3 6.0
114K - 12' - 0" 15' - 0" 3" STEEL PREF - - - 1, 2, 3 6.0
114L - 12' - 0" 15' - 0" 3" STEEL PREF - - - 1, 2, 3 6.0
114M - 12' - 0" 15' - 0" 3" STEEL PREF - - - 1, 2, 3 6.0
114N - 12' - 0" 15' - 0" 3" STEEL PREF - - - 1, 2, 3 6.0
202A A 3' - 0" 7' - 0" 1 3/4" H.M. PT A H.M. PT 6,7 4.2
203A A 3' - 0" 7' - 0" 1 3/4" H.M. PT A H.M. PT 6,7 4.2
SCHEDULED O.H. DOOR
PAVING - SEE CIVIL
CONCRETE SLAB- SEE STRUCTURAL
PREFORMED JOINT FILLER
LINE OF PRECAST BEYOND
2"
SEE PLAN
PRECAST
1"
1"
WEATHER STRIPING (TYP)
SEE PLAN
SCHEDULED O.H. DOOR& TRACK
PRECAST CONCRETE WALL PANEL
DOOR WEATHER STRIPPINGBY OH DOOR MFG.
SEE PLAN
SCHEDULED OH DOORAND TRACK
PRECAST CONCRETE WALL PANEL
CAST DRIP INTO PRECAST
DOOR WEATHER STRIPPINGBY OH DOOR MFG.
COILING DOOR- SEE SCHEDULE
CONT. FIRE TREATED 2x6 WD BLOCKING AT JAMBS
COILING DOOR GUIDESPER COILING DOOR MFR.
SEE PLAN
PRECAST CONC. PANEL
2x6 CONT. WD. BLOCKINGAS REQUIRED FOR COILING DOORHOOD MOUNTING (TYP.)
PRECAST
COILING DOOR GUIDES
COILING DOOR HOOD
SEE PLAN
ADA ACCESSIBLE THRESHOLDSET IN SEALANT BED - SEE HARDWARE SCHEDULE
ALUMINUM STOREFRONTENTRY SYSTEM WITH 1" INSULATEDGLASS - SEE SPECIFICATIONS
CONCRETE SIDEWALK- SEE CIVIL DRAWINGS
CONCRETE SLAB -SEE STRUCTURAL
PREFORMED JOINT FILLER
LINE OF PRECAST BEYOND
DOOR - SEE SCHEDULE
3 5/8" METAL STUDS @ 16" O.C.5/8" GYP. BD.
HM FRAME
DOUBLE STUDS @ ALL JAMBS, TYP.
5 3/4"
3/8"TYP.
3 5/8" METAL STUDS @ 16" O.C.
5/8" GYP. BD.
FINISHED CEILING - TENANT BUILDOUT
HM FRAME
5 3/4"
DOOR - SEE SCHEDULE
ADA ACCESSIBLE THRESHOLD SET IN SEALANT BED, SEE HARDWARE SCHEDULE
INSULATED HOLLOW METAL DOOR AND FRAME - PAINTED
CONCRETE SIDEWALK -SEE CIVIL
CONCRETE SLAB- SEE STRUCTURAL
PREFORMED JOINT FILLER
LINE OF PRECAST BEYOND
; 1 1
/4"
5 3
/4"
CAULK
JOINTCMU WALL,
SEE PLAN
UL APPROVED
ADJUSTABLE
MASONRY
HM FRAME, GROUT
SOLID AT RATED
DOORSHM DOOR
WITH
SILENCE
5 3/4"
CAULK
JOINT
CMU WALL,
SEE PLAN
HM FRAME, GROUT
SOLID AT RATED
DOORS, PROVIDE
4" MASONRY HEAD
WHERE REQ'D TO
MATCH MASONRY
COURSEHM DOOR
WITH
SILENCE
STEEL LINTEL,
SEE
; 1 1/4"
SEE PLAN
SHIM AS REQUIRED W/ SEALANTAND BACKER BOTH SIDES
METAL FRAME WITH EXISTING WALL ANCHOR
INSULATED HOLLOW METAL DOOR AND FRAME
PRECAST CONCRETE WALL PANEL
SEE PLAN
SHIM AS REQUIRED W/ SEALANTAND BACKER BOTH SIDES
METAL FRAME WALL ANCHORINSULATED HOLLOW METAL DOOR AND FRAME
PRECAST CONCRETE WALL PANEL
DRIP
INSULATED PRECAST CONCRETE WALL PANEL
SHIM AS REQUIRED W/ SEALANTAND BACKER BOTH SIDES
ALUMINUM STOREFRONT SYSTEMW/ 1" INSULATED GLASS
SEE PLAN
EQ 4 1/2" EQ
1/2
"
SEE PLAN
INSULATED PRECAST CONCRETE WALL PANEL
EQ 4 1/2" EQ
SHIM AS REQUIRED W/ SEALANTAND BACKER BOTH SIDES
ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED GLASS
SEE PLAN
INSULATED PRECAST CONCRETE WALL PANEL
EQ 4 1/2" EQ
SHIM AS REQUIRED W/ SEALANTAND BACKER BOTH SIDES
ALUMINUM STOREFRONT SYSTEM W/ 1" INSULATED GLASS
DRIP
En
gin
ee
rs &
Arc
hitects
Kn
igh
t E
/A,
Inc.
63
1 E
. B
ou
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Ro
ad
Su
ite 2
05
Bo
ling
bro
ok,
IL
60
44
0P
ho
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: (7
08
) 3
42
-12
50
knig
hte
a.c
om
KN
IG
HT
© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
90
W.
15
1S
T.
ST
RE
ET
OR
LA
ND
PA
RK
, IL
60
46
2
DATE:
PR
OJE
CT
:
CL
IEN
T:
4-30-2020 ISSUE FOR PRECAST BID
A−5.17208.07
DETAILS
OR
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ION
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TR
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MA
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CIL
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10
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W.
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3rd
PL
AC
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IL 6
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APRIL 30, 2020
1 1/2" = 1'-0"1
SILL @ EXT. OH WALLPRECAST
1 1/2" = 1'-0"2
JAMB OH @ EXT. WALLPRECAST
1 1/2" = 1'-0"3
HEAD OH @ EXT. WALLPRECAST
1 1/2" = 1'-0"4
JAMB @ INT. WALLCOILING DOOR
1" = 1'-0"5
HEAD @ INT. WALLCOILING DOOR
1 1/2" = 1'-0"13
STOREFRONT SILLDETAIL
1 1/2" = 1'-0"6JAMB @ INT. WALL
1 1/2" = 1'-0"7HEAD @ INT. WALL
1 1/2" = 1'-0"10
SILL @ EXT. WALLPRECAST
1 1/2" = 1'-0"8JAMB @ MASONRY
1 1/2" = 1'-0"9HEAD @ MASONRY
1 1/2" = 1'-0"11
JAMB @ EXT. WALLPRECAST
1 1/2" = 1'-0"12
HEAD @ EXT. WALLPRECAST
1 1/2" = 1'-0"14
STOREFRONT WINDOWSILL DETAIL
1 1/2" = 1'-0"15
STOREFRONTWINDOW/DOORJAMB DETAIL
1 1/2" = 1'-0"16
STOREFRONTWINDOW/DOORHEAD DETAIL
4'-0" MAX
3' -
6"
3' -
0"
1 1/2"
3' -
6"
FLOOR
21" DIA. SPHERE MUST NOTPASS THRU
ELEVATIONSECTION
PLAN
NOTES:
4'-0" MAX
21" DIA. SPHERE MUST NOTPASS THRU
ELEVATIONEND VIEW
1. DELEGATED DESIGN: STAIR FABRICATION SHALL BE RESPONSIBLE FOR THE DESIGN OF ALLCONNECTIONS TO WITHSTAND LOADING REQUIREMENTS OF ALL APPLICABLE CODES.
2. STAIR SHALL BE DESIGNED TO RESIST A UNIFORM LIVELOAD OF 100 PSF. HANDRAILS AND GUARDS SHALL BE ABLE TO RESIST A LOAD OF 50 PLF APPLIED IN ANY DIRECTION ANDTRANSFER THE LOAD THROUGH THE SUPPORTS OF THE STRUCTURE.
3. HANDRAIL AND GUARDRAIL ASSEMBLIES SHALL BE DESIGNED TO RESIST A CONCENTRATED SINGLELOAD OF 200 LBS APPLIED IN ANY DIRECTION AND TRANSFER SUCH LOAD APPROPRIATE BUILDING STRUCTURAL ELEMENTS.
4. INTERMIDIATE RAILS, BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED LOAD OF 50 LBS ON AN AREA EQUAL TO 1 SQUARE FOOT. INCLUDINGOPENINGS AND SPACE BETWEEN RAILS.
5. ALL WELDS TO BE GROUNDED SMOOTH WITH A CLEAN UN-NOTICEABLE TRANSITION.
6. ALL STAIR AND RAILING MEMBERS, INCLUDING STRINGERS, BEAMS, COLUMNS AND ALL STEEL SHALL BE SHOPED PRIMED. ALL EXPOSED STEEL INCLUDING RAILINGS TO RECEIVE 2 COATS OF FINISH PAINT.
1' -
9"
1' -
9"
4"
3' -
0"
1' -
9"
1' -
9"
1' -
9"
1' -
9"
3' -
6"
3' -
0"
1 1/2" DIA. STEEL HANDRAIL
1' - 0"
1' -
4"
3' -
0"
1 TREAD
1 1/4"
3x3x1/4 (LLH) CONT.BETWEEN STRINGERSW/ (2) 5/8" DIA. HILTI KB-TZ
REINFORCED CONCRETESLAB - SEE FND. PLAN
11"
PLA
N
SE
E
STRINGER
1 1/2" DIA. HAND RAILWITH RETURN- PAINT FINISH
1 1/2" DIA. TOP AND BOTTOMGUARDRAILS - PAINT FINISH
LANDING CHANNEL
LANDING
2"
5"
STRINGER
1"
3' -
0"
1' - 0"
1' -
0"
1 1/2" DIA. HAND RAILWITH RETURN- PAINT FINISH
1 1/2" DIA. TOP AND BOTTOMGUARDRAILS- PAINT FINISH
3' -
6"
2 1/4"
1 1/2"
34"-
38"
2 1/4"
FL
AT
RU
N
12
" IN
CH
1 1/2"
1 1/2" DIA. HANDRAIL
HANDRAILATTACHMENTBRACKET BY HANDRAIL MFR.
EXPANSION ANCHORS AT CONCRETESUBSTRATES
0' - 2"
TREAD
0' - 11"
0' - 1"
1' - 0" STR
ING
ER
RIS
ER
MA
X.
0' -
7"
0' - 2"
0' - 1"
0' - 2"
1' - 0" STR
ING
ER
RIS
ER
MA
X.
0' -
7"
0' -
2"
0' -
3"
1 1/2" MIN. CONCRETE FILL
C9 x _ HEADER
FORMED STEEL SHEETTREADS AND RISERS(THICKNESS AS REQUIRED)
STRINGER
∠ 1 1/4 x 1 1/4 x 1/8"
2
B
3
A-3.1
4
A-6.0
4' -
0"
20
TR
EA
DS
@ 1
1"
= 1
8'-4
"
18
' - 4
"
(TY
P)
1' -
0"
1' -
0"
1 1/2"1 1/2"
1 1/2"
3' - 1 3/8"
1 1/2"
1 1/2"
1 1/2"
1' -
0"
100' - 0"FIRST FLOOR
100' - 0"
112' - 0"T/ MEZZANINE
112' - 0"
21
RIS
ER
S @
6.8
7 =
12
'-0
"
12
' - 0
"
20 TREADS AT 11" = 18'-4"
18' - 4"
(TYP.)
11"
(TY
P.)
6 7
/8"
2' -
10
"
1' - 11"
1 1/2" DIA. HAND RAILWITH RETURN- PAINT FINISH
1 1/2" DIA. TOP AND BOTTOMGUARDRAILS - PAINT FINISH
1' - 0"
4"
4' - 0"
21" DIA. SPHERE
STEEL PAN CONCRETEFILLED STAIRS
STEEL PLATEPOUR STOP
HOLLOW COREPLANK
CONCRETETOPPING
En
gin
ee
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Arc
hitects
Kn
igh
t E
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Inc.
63
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
90
W.
15
1S
T.
ST
RE
ET
OR
LA
ND
PA
RK
, IL
60
46
2
DATE:
PR
OJE
CT
:
CL
IEN
T:
4-30-2020 ISSUE FOR PRECAST BID
A−6.07208.07
STAIR DETAILS
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10
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APRIL 30, 2020
3/4" = 1'-0"5STAIR RAILING DETAILS
3" = 1'-0"3STAIR HANDRAIL DETAIL
1 1/2" = 1'-0"2STAIR NOSING DETAIL
3/8" = 1'-0"1STAIR PLAN
1/2" = 1'-0"4STAIR SECTION
BASE
PLAN
CEILING
FASTENERS @ 2'-0" O.C. MAX. AND WITHIN 1" OF ENDS
CONT "C" SHAPED MTL RUNNER
TOP OF SLAB
SCHEDULED BASE
1 LAYER 5/8" TYPE X GYP. BD.
2 1/2" MTL STUD AT 16" O.C.
SCHEDULED CEILING
2 1/2" - 20 GA. MTL STUD AT 16" O.C. -DO NOT FASTEN TO RUNNER ABOVE
2 1/2" - 20 GA. TOP RUNNER FASTEN TO PLANK WITHIN 1" OF ENDS
ACOUSTICAL SEALANT EA. SIDE
1/4
"
PRECAST CONC. PANELS
1" FOIL FACED RIGID INSULATIONWITH ALL JOINTS TAPED
6"
DECK ABOVE
HANGAR WIRE
PROVIDE 3"x3" CLIPSTO PRECAST
BASE
PLAN
CEILING
FASTENERS @ 2'-0" O.C. MAX. AND WITHIN 1" OF ENDS
3 1/2" OR 6" S.A.B.
1 LAYER 5/8" GYP BD EA. SIDE - TYPE X GYP. BD.
3 5/8" OR 6" MTL STUD AT 16" O.C.
SCHEDULED CEILING
5/8" GYP BOARD - DO NOT FASTEN TO RUNNER ABOVE
3 5/8" OR 6" - 20 GA. MTL STUD AT 16" O.C. - DO NOT FASTEN TO RUNNER ABOVE
UNDERSIDE OF STRUCT. ABOVE
3 5/8" OR 6" - 20 GA. TOP RUNNER FASTEN TO PLANK WITHIN 1" OF ENDS
ACOUSTICAL SEALANT EA. SIDE
4 7/8"
1/4
"
TO
ST
UD
1/2
" C
LE
AR
1/4
"
OR7 1/4"
CONT "C" SHAPED MTL RUNNER
TOP OF SLAB
SCHEDULED BASE
ACOUSTICAL SEALANT EA. SIDEBASE
PLAN
CEILING
8" CMU
DECK ABOVE
8" CMU
8" CMU
SCHEDULEDCEILING
BASE
PLAN
CEILING
FASTENERS @ 2'-0" O.C. MAX. AND WITHIN 1" OF ENDS
3 1/2" OR 6" S.A.B.
1 LAYER 5/8" TYPE X GYP. BD.
3 5/8" OR 6" MTL STUD AT 16" O.C.
SCHEDULED CEILING
5/8" GYP BOARD - DO NOT FASTEN TO RUNNER ABOVE
3 5/8" OR 6" - 20 GA. MTL STUD AT 16" O.C. - DO NOT FASTEN TO RUNNER ABOVE
UNDERSIDE OF STRUCT. ABOVE
3 5/8" OR 6" - 20 GA. TOP RUNNER FASTEN TO PLANK WITHIN 1" OF ENDS
ACOUSTICAL SEALANT EA. SIDE
OR6 1/4"
CONT "C" SHAPED MTL RUNNER
TOP OF SLAB
SCHEDULED BASE
ACOUSTICAL SEALANT EA. SIDE
4 1/4"
BASE
PLAN
CEILING
8" CMU BACK UP
TOP OF SLAB
CEILING
DECK ABOVE
3 5/8" - 20 GA. TOP RUNNER FASTEN TO PLANK WITHIN 1" OF ENDS
ACOUSTICAL SEALANT
5/8" GYP. BD. TYPE "X"ON 3 5/8" COLD FORMED MTL.FRAMING AT 16" O.C.
CERAMIC TILEAS SCHEDULED
CERAMIC TILEAS SCHEDULED
BASE AS SCHEDULE
FLOOR AS SCHEDULED
BASE
PLAN
CEILING
FASTENERS @ 2'-0" O.C. MAX. AND WITHIN 1" OF ENDS
CONT "C" SHAPED MTL RUNNER
TOP OF SLAB
SCHEDULED BASE
1 LAYER 5/8" TYPE X GYP. BD.
6" MTL STUD AT 16" O.C.
SCHEDULED CEILING
6" - 20 GA. MTL STUD AT 16" O.C. - DO NOT FASTEN TO RUNNER ABOVE
6" - 20 GA. TOP RUNNER FASTEN TO PLANK WITHIN 1" OF ENDS
ACOUSTICAL SEALANT EA. SIDE
1/4
"
PRECAST CONC. PANELS
1" FOIL FACED RIGID INSULATIONWITH ALL JOINTS TAPED
6"
DECK ABOVE
HANGAR WIRE
PROVIDE 3"x3" CLIPSTO PRECAST
BASE
PLAN
CEILING
FASTENERS @ 2'-0" O.C. MAX. AND WITHIN 1" OF ENDS
3 1/2" S.A.B.
1 LAYER 5/8" GYP BD EA. SIDE - TYPE X GYP. BD.
3 5/8" MTL STUD AT 16" O.C.
SCHEDULED CEILING
5/8" GYP BOARD - DO NOT FASTEN TO RUNNER ABOVE
3 5/8" - 20 GA. MTL STUD AT 16" O.C. - DO NOT FASTEN TO RUNNER ABOVE
UNDERSIDE OF STRUCT. ABOVE
3 5/8" - 20 GA. TOP RUNNER FASTEN TO PLANK WITHIN 1" OF ENDS
ACOUSTICAL SEALANT EA. SIDE
4 7/8"
1/4
"
TO
ST
UD
1/2
" C
LE
AR
1/4
"
CONT "C" SHAPED MTL RUNNER
TOP OF SLAB
ACOUSTICAL SEALANT EA. SIDE
CERAMIC TILEAS SCHEDULED
CERAMIC TILE AS SCHEDULED
BASE
PLAN
CEILING
FASTENERS @ 2'-0" O.C. MAX. AND WITHIN 1" OF ENDS
3 1/2" OR 6" S.A.B.
1 LAYER 5/8" TYPE X GYP. BD.
3 5/8" OR 6" MTL STUD AT 16" O.C.
SCHEDULED CEILING
5/8" GYP BOARD - DO NOT FASTEN TO RUNNER ABOVE
3 5/8" OR 6" - 20 GA. MTL STUD AT 16" O.C. - DO NOT FASTEN TO RUNNER ABOVE
UNDERSIDE OF STRUCT. ABOVE
3 5/8" OR 6" - 20 GA. TOP RUNNER FASTEN TO PLANK WITHIN 1" OF ENDS
ACOUSTICAL SEALANT EA. SIDE
OR6 1/4"
CONT "C" SHAPED MTL RUNNER
TOP OF SLAB
ACOUSTICAL SEALANT EA. SIDE
4 1/4"
CERAMIC TILEAS SCHEDULED
CERAMIC TILE AS SCHEDULED
BASE
PLAN
CEILING
FASTENERS @ 2'-0" O.C. MAX. AND WITHIN 1" OF ENDS
CONT "C" SHAPED MTL RUNNER
TOP OF SLAB
1 LAYER 5/8" TYPE X GYP. BD.
2 1/2" MTL STUD AT 16" O.C.
SCHEDULED CEILING
2 1/2" - 20 GA. MTL STUD AT 16" O.C. -DO NOT FASTEN TO RUNNER ABOVE
2 1/2" - 20 GA. TOP RUNNER FASTEN TO PLANK WITHIN 1" OF ENDS
ACOUSTICAL SEALANT EA. SIDE
1/4
"
PRECAST CONC. PANELS
1" FOIL FACED RIGID INSULATIONWITH ALL JOINTS TAPED
6"
DECK ABOVE
HANGAR WIRE
PROVIDE 3"x3" CLIPSTO PRECAST
CERAMIC TILE AS SCHEDULED
CERAMIC TILE AS SCHEDULED
BASE
PLAN
FASTENERS @ 2'-0" O.C. MAX. AND WITHIN 1" OF ENDS
1 LAYER 5/8" GYP BD EA. SIDE - TYPE X GYP. BD.
6" MTL STUD AT 16" O.C.
5/8" GYP BOARD - DO NOT FASTEN TO RUNNER ABOVE
6" - 20 GA. MTL STUD AT 16" O.C. -DO NOT FASTEN TO RUNNER ABOVE
UNDERSIDE OF STRUCT. ABOVE
3 5/8" OR 6" - 20 GA. TOP RUNNER FASTEN TO PLANK WITHIN 1" OF ENDS
FIRE CAULK EA. SIDE
1/4
"
TO
ST
UD
1/2
" C
LE
AR
1/4
"
CONT "C" SHAPED MTL RUNNER
TOP OF SLAB
SCHEDULED BASE
ACOUSTICAL SEALANT EA. SIDE
BASE
PLAN
CEILING
FASTENERS @ 2'-0" O.C. MAX. AND WITHIN 1" OF ENDS
3 1/2" S.A.B.
1 LAYER 5/8" GYP BD EA. SIDE - TYPE X GYP. BD.
3 5/8" MTL STUD AT 16" O.C.
SCHEDULED CEILING
5/8" GYP BOARD - DO NOT FASTEN TO RUNNER ABOVE
3 5/8" - 20 GA. MTL STUD AT 16" O.C. - DO NOT FASTEN TO RUNNER ABOVE
UNDERSIDE OF STRUCT. ABOVE
3 5/8" - 20 GA. TOP RUNNER FASTEN TO PLANK WITHIN 1" OF ENDS
ACOUSTICAL SEALANT EA. SIDE
4 7/8"
1/4
"
TO
ST
UD
1/2
" C
LE
AR
1/4
"
CONT "C" SHAPED MTL RUNNER
TOP OF SLAB
ACOUSTICAL SEALANT EA. SIDE
CERAMIC TILEAS SCHEDULED
CERAMIC TILE AS SCHEDULED
BASE
PLAN
CEILING
4" CMU
DECK ABOVE
4" CMU
4" CMU
SCHEDULEDCEILING
En
gin
ee
rs &
Arc
hitects
Kn
igh
t E
/A,
Inc.
63
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ad
Su
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bro
ok,
IL
60
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08
) 3
42
-12
50
knig
hte
a.c
om
KN
IG
HT
© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
90
W.
15
1S
T.
ST
RE
ET
OR
LA
ND
PA
RK
, IL
60
46
2
DATE:
PR
OJE
CT
:
CL
IEN
T:
4-30-2020 ISSUE FOR PRECAST BID
A−7.07208.07
ROOM FINISHSCHEDULE AND
WALL TYPES
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10
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W.
16
3rd
PL
AC
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IL 6
046
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LA
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FIR
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APRIL 30, 2020 1 1/2" = 1'-0"1PARTITION TYPE − 1
1 1/2" = 1'-0"4PARTITION TYPE − 4
1 1/2" = 1'-0"10PARTITION TYPE − 10
1 1/2" = 1'-0"5PARTITION TYPE − 5
1 1/2" = 1'-0"11PARTITION TYPE − 11
ROOM FINISH SCHEDULE
NUMBER NAME
NORTHWALLFINISH
EAST WALLFINISH
SOUTHWALL FINISH
WEST WALLFINISH
FLOORFINISH BASE
CEILINGFINISH COMMENTS
101 RECEPTION/CLERK/COPY PAINTEDGYP. BD.
PAINTEDGYP. BD.
PAINTEDGYP. BD.
EPOXYPAINT
200 LEVELPOLISH
VINYL 2X4 ACT
102 CONFERENCE ROOM PAINTEDGYP. BD.
PAINTEDGYP. BD.
PAINTEDGYP. BD.
PAINTEDGYP. BD
200 LEVELPOLISH
VINYL 2X4 ACT
103 OFFICE PAINTEDGYP. BD.
PAINTEDGYP. BD.
PAINTEDGYP. BD.
PAINTEDGYP. BD
200 LEVELPOLISH
VINYL 2X4 ACT
104 CORRIDOR EPOXYPAINT
PAINTEDGYP. BD.
- EPOXYPAINT
200 LEVELPOLISH
VINYL 2X4 ACT
105 STORAGE PAINTEDGYP. BD.
PAINTEDGYP. BD.
EPOXYPAINT
PAINTEDGYP. BD
200 LEVELPOLISH
VINYL 2X4 ACT
106 MECH. STATIONS - EPOXYPAINT
EPOXYPAINT
EPOXYPAINT
200 LEVELPOLISH
VINYL 2X4 ACT
107 UTILITY EPOXYPAINT
PAINTEDGYP. BD.
EPOXYPAINT
EPOXYPAINT
200 LEVELPOLISH
VINYL 2X4 ACT
108 LUNCH ROOM EPOXYPAINT
PAINTEDGYP. BD.
EPOXYPAINT
EPOXYPAINT
200 LEVELPOLISH
VINYL 2X4 ACT
109 CORRIDOR EPOXYPAINT
EPOXYPAINT
EPOXYPAINT
EPOXYPAINT
VCT VINYL 2X4 ACT
110 MEN'S LOCKER ROOM TILE TILE TILE TILE TILE TILE 2X4 ACT
111 WOMEN'S LOCKER ROOM TILE TILE TILE TILE TILE TILE 2X4 ACT
112 OIL ROOM EPOXYPAINT
EPOXYPAINT
EPOXYPAINT
EPOXYPAINT
QUARTZEPOXY
QUARTZEPOXY
-
113 SPRINKLER ROOM EPOXYPAINT
EPOXYPAINT
EPOXYPAINT
EPOXYPAINT
QUARTZEPOXY
QUARTZEPOXY
-
114 VEHICLE BAYS EPOXYPAINT
EPOXYPAINT
EPOXYPAINT
EPOXYPAINT
QUARTZEPOXY
QUARTZEPOXY
-
115 PARTS - - EPOXYPAINT
EPOXYPAINT
QUARTZEPOXY
QUARTZEPOXY
-
116 FAB. SHOP EPOXYPAINT
- - EPOXYPAINT
QUARTZEPOXY
QUARTZEPOXY
-
117 WASH BAY EPOXYPAINT
EPOXYPAINT
EPOXYPAINT
EPOXYPAINT
QUARTZEPOXY
QUARTZEPOXY
-
150 TOILET (FUTURE) EPOXYPAINT
EPOXYPAINT
EPOXYPAINT
EPOXYPAINT
QUARTZEPOXY
QUARTZEPOXY
PAINTEDGYP. BD.
ALTERNATIVE BID: VINYLBASE AND GYP. BD. WALLS
201 STORAGE MEZZANINE EPOXYPAINT
EPOXYPAINT
- - SEALEDCONCRETE
- -
202 ELECTRICAL ROOM EPOXYPAINT
EPOXYPAINT
PAINTEDGYP. BD.
PAINTEDGYP. BD
SEALEDCONCRETE
VINYL -
203 MECHANICAL ROOM PAINTEDGYP. BD.
EPOXYPAINT
PAINTEDGYP. BD.
PAINTEDGYP. BD
SEALEDCONCRETE
VINYL - 1 1/2" = 1'-0"3PARTITION TYPE − 3
1 1/2" = 1'-0"8PARTITION TYPE − 8
1 1/2" = 1'-0"9PARTITION TYPE − 9
1 1/2" = 1'-0"2PARTITION TYPE − 2
1 1/2" = 1'-0"6PARTITION TYPE − 6
1 1/2" = 1'-0"7PARTITION TYPE − 7
1 1/2" = 1'-0"12PARTITION TYPE −12
GENERAL STRUCTURAL NOTES
CONTRACTOR SHALL FOLLOW WRITTEN DIMENSIONS ONLY, DO NOT SCALE DRAWINGS.
ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY AT ANY SIMILAR SITUATION ELSEWHERE ON THE JOB, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. IF DISCREPANCIES OCCUR, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ARCHITECT PRIOR TO CONSTRUCTION OR FABRICATION.
THE STEEL FRAMING COMPONENTS SHOWN RELY ON BUILDING COMPONENTS OTHER THAN STRUCTURAL STEEL FOR FINAL STRUCTURAL STABILITY (PREVIOUSLY REFERRED TO AS A NON-SELF-SUPPORTING STEEL FRAME BY THE AISC "CODE OF STANDARD PRACTICE"). THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND PROVISION OF ANY AND ALL TEMPORARY BRACING AND SHORING AGAINST WIND, ERECTION AND ALL CONSTRUCTION LOADS UNTIL ALL ELEMENTS, MEMBERS AND CONNECTIONS (FLOORS, ROOF, SHEAR WALLS, ETC.), AS SHOWN ON THE CONTRACT DOCUMENTS ARE COMPLETELY INSTALLED. THE STRUCTURAL MEMBERS SHOWN ON THE CONTRACT DOCUMENTS ARE DESIGNED FOR THE ANTICIPATED LOADS THAT THE STRUCTURE WILL BE SUBJECTED TO ONLY AFTER ALL STRUCTURAL ELEMENTS ARE IN PLACE AND FINAL CONNECTIONS ARE COMPLETE.
THE GENERAL CONTRACTOR SHALL VERIFY ALL OPENING SIZES, PAD SIZES AND LOCATIONS WITH THE RESPECTIVE CONTRACTORS.
CODE(S) USED FOR STRUCTURAL DESIGN:
2018 INTERNATIONAL BUILDING CODE
DESIGN LIVE LOADS:PUBLIC AREAS, 1ST FLOOR CORRIDORS & STAIRS = 100 PSFOFFICE AREAS = 50 PSF + 20 PSF*ROOFS = 20 PSFROOF SNOW LOAD: = 21 PSF
MAIN WIND FORCE RESISTING SYSTEM (MWFRS): (STRENGTH LEVEL FORCES)BASIC WIND SPEED = 115 MPHCOMPONENTS/ CLADDING CORNER: = 25.1, -31.6 PSF
OTHER: = 25.1, -27.5 PSFCORNER WIDTH E-W: = 8.0'NET ROOF UPLIFT:
ZONE 1: = 18 PSFZONE 2: = -23 PSFZONE 3: = -29 PSF(BASED ON A 200 SF COMPONENT AREA)
*PARTITION LOAD
SEISMIC:SOIL SITE CLASS = CSEISMIC DESIGN CATEGORY = BPRECAST CONCRETE BASE SHEAR = 0.031WR = 4Ss = 0.15gS1 = .064gSds = 0.123gSd1 = .073gUSE GROUP = IIMPORTANCE FACTOR = 1.0
DIVISION 31 EARTHWORK
ALL FOUNDATION EXCAVATIONS SHALL BE INSPECTED, PRIOR TO CONCRETE PLACEMENT, BY A SOILS ENGINEER TO VERIFY SUITABLE BEARING MATERIAL OF CAPACITY AS SPECIFIED.
NOTIFY THE OWNER'S REPRESENTATIVE WHEN ADDITIONAL EXCAVATION IS REQUIRED TO REACH SUITABLE BEARING MATERIAL.
THE SOILS ENGINEER SHALL CERTIFY IN WRITING THAT ALL FOUNDATIONS WERE PLACED ON SOIL/ BEDROCK WITH THE BEARING VALUE AS SPECIFIED.
WITHIN THE EXCAVATION AREA OF THE FOUNDATIONS, ALL VEGETAION, TOPSOIL, PREVIOUSLY PLACED FILL AND UNSUITABLE SOILS SHALL BE REMOVED. ALL FOOTINGS SHALL BEAR ON VIRGIN SOIL OR PROPERLY PLACED AND COMPACTED ENGINEER FILL.
FOUNDATION DESIGNS DO NOT ACCOUNT FOR WINTER CONSTRUCTION. ANY UNENCLOSED OR UNHEATED SPACES SHALL BE ADEQUATELY PROTECTED AGAINST FROST DURING WINTER CONSTRUCTION BY CONTRACTOR.
BACKFILLINGUNLESS NOTED OTHERWISE, INTERIOR FOUNDATIONS WERE NOT DESIGNED TO BEAR AT ELEVATIONS REQUIRED TO PROTECT AGAINST FROST HEAVE. IF WINTER CONSTRUCTION IS ANTICIPATED, CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR PROVIDING ADEQUATE MEASURES TO PROTECT AGAINST FROST HEAVE.
DIVISION 03 CONCRETE
ALL CONCRETE WORK INCLUDING FORMING, REINFORCING, MIXING, PLACING, AND CURING SHALL BE DONE IN ACCORDANCE WITH THE ACI MANUAL OF CONCRETE PRACTICE INCLUDING "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE," ACI 318 AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE," ACI 301.
CONCRETE MIX DESIGNS:CONCRETE FOR FOOTINGS, FOUNDATIONS, AND WALLS
COMPRESSIVE STRENGTH, WHEN TESTED IN ACCORDANCE WITH ASTM C 39/C 39M AT 28 DAYS: 3000 PSI CONCRETE WEIGHT: NORMAL (144 LBS PER CUBIC FOOT)
FLY ASH CONTENT: MAXIMUM 15% OF CEMENTITIOUS MATERIALS BY WEIGHTCEMENT CONTENT: MINIMUM 520 LBS PER CUBIC YARDWATER CEMENT RATIO: MAXIMUM 55% BY WEIGHTTOTAL AIR CONTENT: 3% NATURALLY OCCURRING, PER ASTM C 173MAXIMUM SLUMP: 3 INCHES, PLUS OR MINUS 1 INCHMAXIMUM AGGREGATE SIZE: 1 INCHWATER REDUCING AGENT REQUIRED
PRECAST WALL PANELS
PRECAST CONCRETE MEMBERS SHALL BE DESIGNED, CONSTRUCTED AND INSTALLEDTO SAFELY SUSTAIN THE LIVE LOADS LISTED AND ALL SUPERIMPOSED DEAD LOADS IN ACCORDANCE WITH ACI 318 CODE.
PANEL THICKNESS SHOWN ON DRAWINGS IS PRELIMINARY. PRECASTER SHALL CONFIRM FINAL PANEL THICKNESS.
INSULATED PRECAST WALL PANELS SHALL PROVIDE A MIN. R-14 VALUE
ALL CONNECTIONS SHALL BE DESIGNED, FABRICATED AND INSTALLED BY THE PRECAST SUPPLIER.
WELDING REQUIRED OF PLATES, BARS, INSERTS, ANCHORS, ETC. SHALL CONFORM TO THE AWS "RECOMMENDED PRACTICES FOR WELDING REINFORCING STEEL METAL INSERTS AND CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION.'
ALL MEMBERS SHALL HAVE FIRE RESISTIVE RATING IN ACCORDANCE WITH THE APPLICABLE BUILDING CODE.
CAST IN ALL OPENINGS SHOWN ON DRAWINGS EXACT SIZE AND LOCATION AS PER REVIEWED SHOP DRAWINGS. ALL HEADER ANGLES FOR THE PRECAST SHALL BE FURNISHED PER THE PRECASTER
PRECASTER TO DESIGN PANEL CONNECTIONS UNDER ROOF/ FLOOR BEAM BEARING POINTS TO TRANSFER LOAD TO PANEL ON EACH SIDE OF LOADED PANEL.
1. STRUCTURAL STEELFABRICATION AND ERECTION OF STRUCTURAL STEEL MEMBERS SHALL BE IN ACCORDANCE WITH "AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AS INDICATED IN THE NINTH EDITION OF THE "MANUAL OF STEEL CONSTRUCTION" FOR ALLOWABLE STRESS DESIGN UNLESS NOTED OTHERWISE.
ALL CONNECTIONS SHALL BE BOLTED OR WELDED AND SHALL BE DESIGNED FOR THE END REACTIONS INDICATED ON PLANS, OR IF NOT INDICATED, SHALL BE DESIGNED TO DEVELOP 60% OF THE ALLOWABLE UNIFORM LOAD TABULATED IN THE NINTH EDITION OF THE AISC " MANUAL OF STEEL CONSTRUCTION" FOR ALLOWABLE STRESS DESIGN, UNLESS NOTED OTHERWISE. NUMBER OF BOLTS MUST SATISFY MIN., REQUIREMENTS AS FOLLOWS" 2 BOLTS PER CONNECTION FOR 8" AND 10" DEEP MEMBERS, 3 FOR 12" AND 14" DEEP MEMBERS, 4 FOR 16" AND 18" DEEP MEMBERS, 5 FOR 21" AND 24" DEEP MEMBERS, AND 6 FOR 27" AND DEEPER MEMBERS. SINGLE SHEAR PLATE CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF APPENDIX C OF THE AISC CONNECTIONS MANUAL.
ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS:STEEL WIDE FLANGES: ASTM A992, Fy=50 KSISTEEL ANGLES, CHANNELS, AND PLATES: ASTM A36STEEL PIPE: ASTM A53, GRADE B OR ASTM A501, Fy=36 KSISTEEL TUBE (HSS): ASTM A500, GRADE B, Fy=46 KSI
ALL FILLER METAL USED IN WELDING SHALL BE 70KSI YEILD, LOW HYDROGEN.
ALL WELDING SHALL BE BY CERTIFIED WELDERS AND SHALL CONFORM TO THE "STRUCUTRAL WELDING CODE", AWS D1.1 AND MEET AISC MINIMUM REQUIREMENTS FOR WELD SIZE.
FIELD CONNECTIONS ARE TO BE BOLTED AND INSTALLED IN ACCORDANCE WITH THE "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." USE 3/4" MINIMUM DIA. HIGH STRENGTH BOLTS AND NUTS (A325-N) UNLESS NOTED OTHERWISE.
STEEL COLUMN BASE PLATES SHALL BE SIZE SHOWN ON PLAN WITH 3/4" DIA. AND ANCHOR RODS (F1554, GR. 36) U.N.O. AND 3/4" NON-METALLIC, NON-SHRINK GROUT FOR UNIFORM BEARING
UNLESS NOTED OTHERWISE, STRUCTURAL STEEL SUPPLIER IS TO FURNISH SHOP WELDED ANGLE FRAMES AT ALL ROOF OPENINGS SEE 10/S-2.2. VERIFY SIZE AND LOCATION WITH CONTRACTOR.
ALL PLATES USED IN BOLTED CONNECTIONS SHALL HAVE ROLLED OR GAS CUT EDGES.
ALL STRUCTURAL STEEL AND MISCELLANEOUS METALS SHALL BE PRIME PAINTED WITH ONE COAT OF FABRICATOR'S STANDARD RUST-INHIBITIVE PRIMER OR AS INDICATED IN THE PROJECT SPECIFICATIONS. TOUCH UP ON ALL DISTURBED AREAS AFTER ERECTION.
ADJUSTABLE MASONRY TIES SHALL BE FURNISHED AT 16" O.C. VERTICALLY AND AT 24" O.C. HORIZONTALLY ON ALL STEEL MEMBERS ENCASED IN OR ADJACENT TO MASONRY WALLS WHETHER OR NOT SUCH ANCHORS ARE SHOWN ON THE DRAWINGS. TIES SHALL BE CAPABLE OF TRANSMITTING FORCES PERPENDICULAR TO THE PLANE OF THE WALL.
STEEL JOISTALL STEEL JOISTS SHALL CONFORM TO THE REQUIREMENTS OF THE STEEL JOIST INSTITUTE STANDARD SPECIFICATIONS. JOIST FABRICATOR SHALL BE MEMBER OF THE SJI.
BRIDGING FOR "LH" SERIES STEEL JOIST SHALL BE CONTINUOUS STEEL ANGLE AS NOTED IN PLAN AT TOP AND BOTTOM OF JOISTS IN LENGTHS TO PERMIT LAPPING AT JOIST PANEL POINTS FOR WELDING. WELD BRIDGING TO CHORDS. SPACING AND SIZE OF BRIDGING SHALL BE IN ACCORDANCE WITH SJI RECOMMENDED STANDARD CODE OF PRACTICE.
PROVIDE BOTTOM CHORD CEILING EXTENSIONS AS SHOWN ON ARCHITECTURAL DRAWINGS OR AS NOTED OTHERWISE.
STEEL DECKTHE STEEL FORM DECK SHALL BE PAINTED OR GALVANIZED AS INDICATED IN THE PROJECT SPECIFICATIONS.
END JOINTS OF ROOF DECK SHALL HAVE 2" MINIMUM END LAPS.
ROOF DECK SHALL BE 1 1/2" x 22 GA. WIDE RIB DECK, TYPE B, UNLESS NOTED OTHERWISE ON DRAWINGS.
ROOF DECK SHALL BE WELDED AT 12" O.C. OVER ALL INTERIOR SUPPORTS AND 6" O.C. OVER ALL EXTERIOR SUPPORTS, UNLESS NOTED OTHERWISE ON DRAWINGS.
WELDS TO HAVE A NOMINAL DIAMETER OF 5/8"
PROVIDE (1) SIDELAP SCREWS PER SPAN UNLESS NOTED OTHERWISE ON DRAWINGS OR REQUIRED FOR MINIMUM SIDELAPS BY STEEL DECK INSTITUTE.
MAKE JOINTS OVER SUPPORTING MEMBERS ONLY AND USE TRIPPLE SPANS.
SELF-TAPPING SCREWS MAY BE USED WITH THE APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER.
ATTACH DECK USING WELDERS EXPERIENCED IN THIN METAL WELDING, TEST PRACTICE WELDS USING PRY-OFF TEST.
WELD DECK SHEETS TO SUPPORTING MEMBERS IMMEDIATELY AFTER ALIGNMENT.
DECK ATTACHMENT SHALL MEET MANUFACTURERS REQUIREMENTS AS A MINIMUM, BUT IN NO CASE BE LESS THAN THAT SHOWN ON FRAMING PLANS. WELD AT EACH INTERMEDIATE SUPPORT.
FURNISH AND INSTALL SHEET METAL CLOSURES, JOINT COVERS, CONCRETE STOPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION.
ROOF DECK IS TO BE WELDED AS SHOWN ON DRAWINGS.
1. SHOP DRAWINGSSHOP DRAWINGS, UNLESS NOTED OTHERWISE, SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
PRIOR TO SUBMITTAL THE CONTRACTOR SHALL REVIEW THE SHOP DRAWINGS AND MAKE ANY CORRECTIONS REQUIRED. THE CONTRACTOR SHALL STAMP AND SIGN THE DRAWINGS THAT HE HAS REVIEWED THEM. ANY SHOP DRAWING RECEIVED WITHOUT THE CONTRACTORS SIGNED REVIEW STAMP SHALL BE IMMEDIATELY RETURNED WITHOUT ENGINEERS REVIEW.
SHOP DRAWINGS SHALL BE FURNISHED FOR ALL STRUCTURAL COMPONENTS. ALL SUBMITTALS TO BE TWO (2) SETS PRINTS AND ONE (1) SET REPRODUCIBLES ONLY.
SLABS ON GRADE:COMPRESSIVE STRENGTH, WHEN TESTED IN ACCORDANCE WITH ASTM C 39/C 39M AT 28 DAYS: 4,000
PSICONCRETE WEIGHT: NORMAL (144 LBS PER CUBIC FOOT)CEMENTITIOUS CONTENT: MINIMUM 470 LBS PER CUBIC YARDWATER-CEMENT RATIO: MAXIMUM 44% BY WEIGHTTOTAL AIR CONTENT: 3% NATURALLY OCCURRING, PER ASTM C 173 - IF AIR ENTRAINMENT IS
ADDED FOR WORKABILITY, WATER-CEMENT RATIO SHALL BE REDUCED TO 40% BY WEIGHT.FLY ASH CONTENT: MAXIMUM 15% OF CEMENTITIOUS MATERIALS BY WEIGHTMAXIMUM SLUMP: 3 INCHES, PLUS OR MINUS 1 INCHMAXIMUM AGGREGATE SIZE: 1-1/2 INCH - GRADATIONS SHALL INCLUDE SIZES UP TO 1-1/2 INCHWATER REDUCING AGENT REQUIRED
FOUNDATION/UNDERGROUND MECHANICAL COORDINATIONUNDERGROUND SEWER, WATER, GAS LINES, ETC. CROSSING CONTINUOUS WALL FOUNDATIONS SHALL NOT PASS THROUGH FOOTINGS. WHERE PIPE OCCURS ABOVE TOP OF FOOTING, SLEEVE THROUGH WALL. WHERE PIPE OCCURS IN FOOTING DEPTH, DROP TOP OF FOOTING SUCH THAT PIPE PASSES JUST ABOVE FOOTING. IF TOP OF PIPE IS LESS THAN 6" BELOW BOTTOM OF FOOTING, PROVIDE 1" COMPRESSIBLE FOAM INSULATION BELOW FOOTING FOR WIDTH OF TRENCH.
CONCRETE SHALL BE VIBRATED INTO FORMS WHILE PLACING, WITHOUT OVER-VIBRATING. REINFORCING SHALL BE PROTECTED BY CONCRETE OF THICKNESS AS FOLLOWS:
FOOTINGS: 3"PIER TIES: 1-1/2" TO TIESOTHER FOUNDATION: 2" BOTH FACESEXPOSED EXTERIOR CONCRETE: 2"SLAB ON GRADE: t/3 FROM TOP
SLABS ON GRADE SHALL BE PLACED IN CONTINUOUS STRIPS PER ACI REQUIREMENTS.
COORDINATE CONCRETE WORK WITH THAT OF OTHER TRADES TO ALLOW FOR SETTING OF SLEEVES, ACCESSORIES, PLUMBING, ELECTRICAL, ETC.
ALL ANCHOR BOLTS SHALL BE IN PLACE PRIOR TO POURING OF CONCRETE.
REINFORCING STEELTHE REINFORCING STEEL CONTRACTOR SHALL FABRICATE ALL REINFORCEMENT AND FURNISH ACCESSORIES, CHAIRS, SPACER BARS AND SUPPORTS NECESSARY TO SECURE THE REINFORCEMENT UNLESS SHOWN OTHERWISE ON THE PLANS AND/OR DETAILS.
REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.
WELDED WIRE REINFORCEMENT: ASTM A185 & SUPPLIED IN FLAT SHEETS.
CONCRETE REINFORCEMENT SHALL BE PLACED ACCORDING TO THE CRSI "RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS."
ALL REINFORCEMENT SPLICES SHALL BE LAPPED 48 BAR DIAMETERS MINIMUM UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS FOR ALL HORIZONTAL REINFORCEMENT AT CORNERS & INTERSECTIONS.
JOINTS IN CONCRETECONSTRUCTION AND / OR CONTROL JOINTS SHALL BE MADE AS DETAILED ON THE DRAWINGS.
CONSTRUCTION AND / OR CONTROL JOINTS FOR SLAB-ON-GRADE CONSTRUCTION SHALL BE LOCATED ON COLUMN LINES.
MAXIMUM SPACING OF CONSTRUCTION AND / OR CONTROL JOINTS IN SLAB-ON-GRADE CONSTRUCTION SHALL BE 15'-0".
CONSTRUCTION OR CONTRACTION JOINTS IN CONCRETE FOUNDATION WALLS SHALL BE SPACED NO FURTHER THAN 20'-0" APART.
CONSTRUCTION JOINTS FOR ELEVATED FLATWORK SHALL BE LOCATED AT THE CENTER OF THE SPAN. REINFORCEMENT SHALL BE CONTINUOUS ACROSS ALL CONSTRUCTION JOINTS.
DIVISION 05 METALS
DIVISION 01 GENERAL REQUIREMENTS
DIVISION 04 MASONRY
1. REINFORCED MASONRY
A. THE REINFORCED CONCRETE MASONRY FOR THIS PROJECT HAS BEEN DESIGNED AND DETAILED IN ACCORDANCE WITH THE WORKING STRESS DESIGN METHOD.
B. REINFORCED MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH , f'm, OF 1500 PSI. MASONRY UNITS SHALL BE NORMAL WEIGHT BLOCK CONFORMING TO ASTM C90, AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. MORTAR SHALL CONFORM TO ASTM C270, TYPE S. GROUT SHALL CONFORM TO ASTM C476.
C. REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE.
D. CONTINUOUS WIRE REINFORCING (JOINT REINFORCING) SHALL BE GALVANIZED TRUSS OR LADDER TYPE FORMED FROM 9 GAUGE COLD - DRAWN STEEL WIRE COMPLYING WITH ASTM A82.
E. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF VERTICAL CONTROL JOINTS.
F. ALL REINFORCED CELLS, ALL CELLS BELOW GRADE AND ALL CELLS BELOW FINISH FLOOR SHALL BE GROUTED SOLID.
G. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL BLOCK CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN 6 VERTICAL. DOWELS MAY BE GROUTED INTO A CELL IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
H. REINFORCING STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING STARTS.
I. VERTICAL BARS SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 200 DIAMETERS OF THE REINFORCING, NOR 10 FEET. BARS SHALL BE IN PLACE PRIOR TO GROUTING.
J. VERTICAL REINFORCING BARS SHALL HAVE A MINIMUM GROUT COVER OF 1/2 OF AN INCH TO THE INSIDE FACE OF MASONRY UNIT AND A MINIMUM TOTAL MASONRY COVER NOT LESS THAN 2 INCHES.
K. PARALLEL ADJACENT VERTICAL REINFORCING BARS SHALL HAVE A MINIMUM CLEAR DISTANCE NOT LESS THAN 1 1/2 BAR DIAMETERS NOR 1 1/2 INCHES.
L. VERTICAL CELLS THAT WILL BE GROUTED SHALL HAVE A VERTICAL ALIGNMENT TO MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 3" X 4".
M. GROUTING SHALL BE STOPPED 1-1/2" BELOW THE TOP OF A COURSE SO AS TO FORM A KEY AT THE POUR JOINT.
N. GROUTING OF MASONRY BEAMS OVER OPENINGS SHALL BE DONE IN INE CONTINUOUS OPERATION.
O. ALL BOLTS, ANCHORS, ETC., INSERTED IN THE WALLS, SHALL BE GROUTED SOLID INTO POSITION.
P. SPLICED REINFORCING BARS SHALL BE LAPPED TO LENGTHS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE:
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
90
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DATE:
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4-30-2020 ISSUE FOR PRECAST BID
S−0.17208.07
STRUCTURALSPECIFICATIONS
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APRIL 30, 2020
A A
15
C
234
B B
21' - 0" 38' - 3" 41' - 9" 25' - 0"
126' - 0"
17' - 8"
12' -
0"
11' -
2"
24' -
0"
10"
24' -
0"
109' -
8"
4' - 6" 12' - 0" 7' - 6" 12' - 0" 7' - 6" 12' - 0" 7' - 6" 12' - 0" 7' - 6" 12' - 0" 3' - 6"
3' - 4"
1' - 10" 3' - 4" 19' - 6"
19' - 3 7/8"
2
S-1.1
1
S-1.1
4
S-1.1
3' -
6"
3' -
4"
16' -
4"
8' - 3 7/8"
16' - 4" 3' - 4" 4' - 4" 12' - 0" 7' - 6" 12' - 0" 7' - 6" 12' - 0" 7' - 6" 12' - 0" 3' - 10" 3' - 4" 4' - 10" 3' - 4" 16' - 2"
3' -
6"
10' -
0"
31' -
9"
8' -
0"
9"
T/ FOOTING
99'-0" (TYP. U.N.O.)
54' -
10"
54' -
10"
(TY
P)
EQ
(TY
P)
EQ
(TY
P)
EQ
(TYP)
EQ
(TYP)
EQ
(TYP)
EQ
EQ
EQ
EQ
12' -
0"
9' -
8"
9' -
8"
+6"
+6"
16' -
0"
8' - 0"
EQ
EQ
EQ
EQ EQ
12
S-1.1
12
S-1.1
8" CONCRETE SLAB W/ 6x6 W2.9xW2.9 OVER 10 MIL VAPOR RETARDER (V.R.) OVER 6" COMPACTED GRANULAR FILL
95% PROCTOR (TYP) T/ SLAB H.P.: 100'-0"
5" CONCRETE SLAB W/ 6x6 W2.9xW2.9 OVER 10 MIL VAPOR RETARDER (V.R.) OVER 6" COMPACTED GRANULAR FILL 95% PROCTOR (TYP) T/ SLAB: 100'-0"
5" CONCRETE SLAB W/ 6x6 W2.9xW2.9 OVER 10 MIL VAPOR RETARDER
(V.R.) OVER 6" COMPACTED GRANULAR FILL 95% PROCTOR (TYP)
T/ SLAB: 100'-6"
5"
CO
NC
RE
TE
SL
AB
W/
6x6
W2
.9xW
2.9
OV
ER
10
M
IL V
AP
OR
RE
TA
RD
ER
(V
.R.)
OV
ER
6"
CO
MP
AC
TE
D G
RA
NU
LA
R
FIL
L 9
5%
PR
OC
TO
R (
TY
P)
T/ S
LA
B:
100
'-0
"
T/ DRAIN
99'-11" (TYP)
T/ DRAIN
99'-11" (TYP)
1
S-1.1
1
S-1.1
1
S-1.1
17' - 9 7/8" 3' - 0"
3' -
0"
52' -
9 7
/8"
5' -
6"
6' -
0"
34' -
8"
5
S-1.1
S-1.1
14
T/ FOOTING
99'-0" (TYP. U.N.O.)
T/ FOOTING
99'-0" (TYP. U.N.O.)
98' -
0"F-1
98' -
0"F-1
98' -
0"F-1
1
S-1.1
(SIM)
2' - 0"
8" 22' - 10" 10"
10"8" 8" 8"
D.S. LOCATION - SEE PLUMBING DRAWINGS
D.S. LOCATION - SEE PLUMBING DRAWINGS
GAS/ OIL SEPARATOR - SEE PLUMBING DRAWINGS
VEHICLE LIFT - PROVIDE FOUNDATION PER MFR. SPECIFICATION (TYP)
19' - 0"
4
S-1.1
6
S-1.1
EQ
EQ
9' -
8"
10
S-1.1
FLUID CONTAINMENT CURB
6" CONCRETE SLAB W/ 6x6 W2.9xW2.9 OVER 6"
COMPACTED GRANULAR FILL 95% PROCTOR (TYP) T/ SLAB: VARIES - SEE CIVIL
S-1.1
7
1
S-1.1
(SIM)
16
S-1.1
13
S-1.1
2
S-1.1
CMU WALL ABOVE
CMU WALL ABOVE
A.7
A.4
18
' - 3
"1
8' -
3"
18
' - 4
"
99' -
0"F-1
99' -
0"F-1
T/ DRAIN
99'-11" (TYP)
FUTURE VEHICLE LIFT -ALTERNATE #3
METAL PIT LADDER - 24" W (TYP EA. END)
En
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08
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
90
W.
15
1S
T.
ST
RE
ET
OR
LA
ND
PA
RK
, IL
60
46
2
DATE:
PR
OJE
CT
:
CL
IEN
T:
4-30-2020 ISSUE FOR PRECAST BID
S−1.07208.07
FOUNDATIONPLAN
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APRIL 30, 2020 1/8" = 1'-0"1FOUNDATION PLANFOOTING SCHEDULE
FOOTING
SIZE
FOOTING REINF. CommentsL W T
F-1 6' - 0" 6' - 0" 1' - 4" (7) #6 BARS E.W. BOTT.
0 8
NORTH
FOUNDATION NOTES:1. T/ SLAB = 100'-0" (U.N.O.)2. T/TRENCH = 99'-0" (U.N.O.)3. F-X (X'-XX") - INDICATES FOOTING SIZE & T/ FOOTING
ELEVATION (SEE SCHEDULE ON THIS SHEET)4. FOR SOIL RECOMENDATIONS & NET ALLOWABLE
BEARING CAPACITY, SEE GEOTECH REPORT BY EPI NO. 19-1105.00 DATED OCTOBER 2, 2019
SAWCUT CONTROL JOINTS TO BE CUT AS SOON AS SURFACE WILL NOT BE TORN, ABRADED, OR OTHERWISE DAMAGED BY CUTTING ACTION
SE
E
PL
AN
SAWCUT 1/8" x t/4 DEEP JOINT AS PER PLAN
CONCRETE SLAB - SEE FOUINDATION PLAN
4" (MIN.) COMPACTED GRANULAR FILL
0' - 1 11/16
"
t/3
t0
' - 5"
NOTE: LAP FOR CONTINUOUS BARS SHALL BE 48 BAR DIAMETERS OR 2'-0" MIN. WHICHEVER IS GREATER
CORNER BARS SAME SIZE AND SPACING AS WALL REINFORCING PROVIDE #5 @ 12 WHEN NO HORIZ. REINF. IS SHOWN FOR FND. WALL.
.3'-0"
3'-0"WALL REINFORCING
EXTERIOR FACE OF WALLS
1 ' - 9 1 / 16 "48 BAR DIA.
OR 2'-0" MIN. TYP.
TYPICAL VERTICAL
CONT. VERTICAL 2" X 4" KEY
(2) #5s VERT. MIN.
2'-0"
3'-0"
PROVIDE DWLS. SAME SIZE AND SPACING AS HORIZ. BARS. PROVIDE #5 @ 12" (EF) WHERE NO HORIZ. REINF. IS SHOWN.
2 X 4 KEY AT CONSTR. JOINTS
. .
(2) #5s VERT. MIN.
TYPICAL CORNER
TYPICAL JUNCTION
100' - 0"FIRST FLOOR
100' - 0"
#4 @ 12" O.C.
#4 X 4'-0" LONG @ 12" O.C.
1/2" PREFORMED JOINT FILLER
2"
95% ASTM COMPACTED GRANULAR FILL
B/ FOOTING
MIN. 3'-6" BELOW
FINISHED GRADE - VERIFY DEPTH W/ CIVIL DRAWINGS MIN. 3,000 P.S.F. BEARING
S.O.G. - SEE PLAN
(2) #5 CONT. T.&B.
FINISHED GRADESEE PLAN
24"
24"
100' - 0"FIRST FLOOR
100' - 0"
EMBED PLATES & CONN. BY PRECAST MANUFACTURER
SHIM BY PRECAST MANUFACTURER
1" NON-SHRINK GROUT FULL LENGTH OF PANEL
1/2" PREFORMED JOINT FILLER
1/2" PREFORMED JOINT FILLER
95% ASTM COMPACTED GRANULAR FILL
B/ FOOTING
MIN. 3'-6" BELOW
FINISHED GRADE - VERIFY DEPTH W/ CIVIL DRAWINGS MIN. 3,000 P.S.F. BEARING
1' -
0"
PAVING - SEE CIVIL
(2) #5 CONT. T.&B.
FINISHED GRADESEE PLAN
100' - 0"FIRST FLOOR
100' - 0"
1' - 0" 1' - 0"4" 4"
2' - 8"
SE
E P
LA
N4"
#5 @ 48" O.C. VERT.GROUT SOLID WITHDOWELS @ 48" O.C.
CONCRETE MASONRY UNITPARTITION
3#5 CONTINUOUS
2' -
0"
LA
P (
MIN
)
8" DIA CONCRETE FILLEDSTEEL PIPE BOLLARD - SEE PLAN (TYP)
20" DIA. CONCRETE SONOTUBE BOLLARDFOUNDATION (TYP)
TRENCH FOOTING - SEE PLAN
PRECAST CONCRETEWALL PANEL - SEE PLAN
1' -
5"
4"
O.H. DOOR JAMB
100' - 0"FIRST FLOOR
100' - 0"
8" DIA CONCRETE FILLED GALVANIZED ASTM A53 GRADE B SCH. 80 STEEL PIPE BOLLARD
20" DIA. CONCRETE SONOTUBE BOLLARDFOUNDATION
CROWN TOP OF CONCRETE
1' -
0"
3' -
0"
4' -
0"
PLASTIC BOLLARD POST SLEEVE 52" HIGH, 1/4" WALL THICKNESS -SAFETY YELLOW (SIMILAR TO MODEL: RCK-YL-8-52-S AS MFR. BY RC KRESS COMPANY, INC. 888-472-5737)
CONSTRUCTION OR CONTROL JOINTS (TYP.) SEE DETAIL 2&3/S-1.2
OPTIONAL BOX OUT - HOLD AREA FROM POUR TO ALLOW FOR COLUMN ERECTION. GROUT MIN. 2 DAYS AFTER SLAB IS POURED
BASE PLATE - SEE SCHEDULE
1/2" PREFORMED JOINT FILLER
PAPER JOINT ALL AROUND COLUMN
6'
- 0
"
6' - 0"
4"MIN
.
TYP.
SEE SCHEDULE
SE
E S
CH
ED
ULE
PLAN
SECTION
BASE PLATE W/ 1/4" SETTING PLATE ON 3/4" NON-SHRINK GROUT - SEE DETAILS 7&8/S-1.1
GROUT AFTER STEEL ERECTION
ANCHOR BOLTS - SEE SCHEDULE
2'-0" @ DOWNSPOUT LOCATIONS
SE
E
SC
HE
DU
LE
MIN. 3,000 P.S.F. SOIL BEARING UNDER FOOTING. VERIFY CAPACITY W/ GEOTECH
COLUMN - SEE FRAMING PLAN
CONCRETE SLAB - SEE FOUNDATION PLAN
FOOTING - SEE SCHEDULE FOR REINFORCING STEEL
SEE SCHEDULE CLR.
CL
R.
6' - 0"
1' -
0"
1'
- 4
"
3"
3"
1/2" PREFORMED JOINT FILLER
STEEL COLUMN - SEE PLAN
1' - 0
" 9"
(MIN
)
ANCHOR ROD - 3/4" DIA.
NUT OR BOLT HEAD - TACK WELD OR DEFORM THREADS AT NUT
BASE > -SEE COLUMN SCHEDULE
NUT & WASHER
COLUMN - SEE FRAMING PLAN
SE
TT
ING
P
LA
TE
NO
N-M
ET
AL
LIC
NO
N-S
HR
INK
G
RO
UT
P
R
O
J
E
C
T
I
O
N
3
1
/
2
"
M
I
N
.
3
/
4
"
1
/
4
"
(
M
I
N
)
2
1
/
2
"
T
H
R
E
A
D
2'-0
" @
CO
L L
INE
2O
TH
ER
WIS
E
NOTES:1. CONSTRUCTION JOINT TO BE USED AT END OF EACH POUR - PAINT JOINT W/ FORM OIL TO BREAK JOINT.2. SAWCUT CONTROL JOINTS TO BE CUT AS SOON AS SURFACE WILL NOT BE TORN, ABRADED, OR OTHERWISE DAMAGED BY CUTTING ACTION
SE
E
PLA
N
SE
E
PL
AN
SAWCUT 1/8" x t/4 DEEP JOINT AS PER PLAN
CONCRETE SLAB - SEE FOUNDATION PLAN
4" (MIN.) COMPACTED GRANULAR FILL - SEE PLAN
0'
- 1
11
/16
"
t/3
t0
' -
4"
0'
- 5
"
BREAK MESH AT JOINT
#4 SMOOTH DOWEL X 12" LONG @ 30" O.C. (TYP.) GREASE END & WRAP @ SECOND POUR
100' - 0"FIRST FLOOR
100' - 0"
#5 @ 48" O.C. VERT.GROUT SOLID WITHDOWELS @ 48" O.C.
CONCRETE MASONRY UNITPARTITION
3#5 CONTINUOUS1' - 0" 1' - 0"
SE
E P
LA
N
SE
E P
LA
N
2' -
0"
LA
P (
MIN
)
100' - 0"FIRST FLOOR
100' - 0"
#5 @ 48" O.C. VERT.GROUT SOLID WITHDOWELS @ 48" O.C.
CONCRETE MASONRY UNITPARTITION
3#5 CONTINUOUS
6"
4' - 0"
GALVANIZED GRATE
3' - 8" 1' -
0"
2' -
0"
LA
P (
MIN
)
100' - 0"FIRST FLOOR
100' - 0"
6"1' - 0"4' - 0"1' - 0"6"
CONT. #4
CONT. #4 @ 12" O.C.
#4 @ 12" O.C. E.W. (BOTT)
#4 VERT. @ 12" O.C.
5' -
0"
100' - 0"FIRST FLOOR
100' - 0"
2
EMBED PLATES & CONN. BY PRECAST MANUFACTURER
SHIM BY PRECAST MANUFACTURER
1" NON-SHRINK GROUT FULL LENGTH OF PANEL
1/2" PREFORMED JOINT FILLER
1/2" PREFORMED JOINT FILLER
95% ASTM COMPACTED GRANULAR FILL
B/ FOOTING
97'-6"
MIN. 3,000 P.S.F. BEARING
1' -
0"
8"
100' - 0"FIRST FLOOR
100' - 0"
#4 @ 12" O.C.
#4 X 4'-0" LONG @ 12" O.C.
1/2" PREFORMED JOINT FILLER
95% ASTM COMPACTED GRANULAR FILL
B/ FOOTING
MIN. 3'-6" BELOW
FINISHED GRADE - VERIFY DEPTH W/ CIVIL DRAWINGS MIN. 3,000 P.S.F. BEARING
S.O.G. - SEE PLAN
(2) #5 CONT. T.&B.
1 1/2" EQ EQ 1 1/2"
1' - 5"
1' -
5"
1 1
/2"
EQ
EQ
1 1
/2"
BASE PL - SEE SCHEDULE
ANCHOR BOLTS W/ 3 1/2" MIN. PROJECTION. SEE DETAIL 7/S-1.1
COLUMN - SEE PLAN
HOLE DIAMETER = BOLT DIAMETER + 5/16" (TYP. BASE PL)
3/16
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
90
W.
15
1S
T.
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OR
LA
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RK
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60
46
2
DATE:
PR
OJE
CT
:
CL
IEN
T:
4-30-2020 ISSUE FOR PRECAST BID
S−1.17208.07
FOUNDATIONDETAILS
OR
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DIS
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MA
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ION
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ICT
APRIL 30, 2020
1" = 1'-0"12CONTROL JOINT
1/2" = 1'-0"3FOUNDATION STEEL
3/4" = 1'-0"2FOOTING @ O.H. DOOR
3/4" = 1'-0"1FOOTING AT WALL (TYP)
3/4" = 1'-0"4THICKENED SLAB (TYP)
3/4" = 1'-0"14BOLLARD PLAN
3/4" = 1'-0"15BOLLARD DETAIL
1/2" = 1'-0"7INTERIOR FOOTING
1 1/2" = 1'-0"9ANCHOR BOLT DETAIL
1" = 1'-0"11CONSTRUCTION JOINT
1" = 1'-0"5THICKENED SLAB
1" = 1'-0"6THICKENED SLAB PIT
1/2" = 1'-0"10PIT SECTION
1" = 1'-0"16FOOTING DETAIL
3/4" = 1'-0"13FOOTING @ DOOR 1 1/2" = 1'-0"8
BASE PLATE DETAIL
A
15
C
234
B
WL
=17
K, E
=17
.5K
109' -
8"
DIA
PH
RA
GM
SH
EA
R (
SE
RV
ICE
)
WL=11K, E=17.5K
126' - 0" DIAHRAGM SHEAR (SERVICE):
21' - 0" 38' - 3" 41' - 9" 25' - 0"
54' -
10"
54' -
10"
W24X68W21X44
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
W24X68 W21X44
T/ STEEL
131'-9 1/2"
T/ STEEL
131'-9 1/2"
T/ STEEL
130'-7 1/2"
T/ STEEL
130'-7 1/2"
T/ STEEL
131'-9 1/2"
T/ JOIST BRG.
131'-9 1/2"
T/ JOIST BRG.
131'-9 1/2"
T/ JOIST BRG.
131'-9 1/2"
T/ JOIST BRG.
131'-9 1/2"
T/ JOIST BRG.
131'-9 1/2"
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
30K
11
CANOPY ROOF DECK:
1 1/2" TYPE B 22GA. METAL ROOF DECK
ROOF DECK:
1 1/2" TYPE B 22GA. METAL ROOF DECK (DET.1/S-2.1)
4' -
2"
4' -
2"
2
S-2.2
(TYP)
(RTU 550LBS)
(RTU 550LBS)
(EF 400LBS)
(ROOF HATCH)
4
S-2.2
5
S-2.2
6
S-2.2
6
S-2.2
7
S-2.2
8
S-2.2
W10
X49
W10
X54
W10
X49
STEEL FRAMED CANOPY
T/ DECK BRG.
132'-0"
T/ DECK BRG.
132'-0"
T/ DECK BRG.
132'-0"
T/ DECK BRG.
132'-0"
8
S-2.2
8
S-2.2
T/ JOIST BRG.
131'-9 1/2"
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C12X
30
C12X
30
S-2.1
1
10
"
10"10"
10
"
R=5 KIP (TYP)VERT. REACTION
R=5 KIP (TYP @ PARAPET)VERT. REACTION
POCKET BEAM INTO PRECAST CONN. BY PRECAST MFR. BEAM RXN (SERVICE):DL=14KSL=12K
R=5 KIP (TYP)VERT. REACTION
R=2 KIP (TYP)VERT. REACTION
T/
EM
BE
D 1
11
'-0
" x 2
4"
O.C
. B
Y P
RE
CA
ST
ER
FO
R F
UT
UR
E M
EZ
ZA
NIN
E B
RG
.
POCKET BEAM INTO PRECAST CONN. BY PRECAST MFR. BEAM RXN (SERVICE):DL=14KSL=12K
WL
=17
K, E
=17
.5K
109' -
8"
DIA
PH
RA
GM
SH
EA
R (
SE
RV
ICE
):
(4) EQ. SPACES (7) EQ. SPACES PER BAY (5) EQ. SPACES
WL=11K, E=17.5K
126' - 0" DIAHRAGM SHEAR (SERVICE):
FOR FUTURE MEZZANINE BRG.
T/ EMBED 111'-0" x 24" O.C. BY PRECASTER
T/ PRECAST
135'-4"
T/ PRECAST
136'-4"
T/ PRECAST
132'-4" (TYP. U.N.O.)
A
1
C
2
B
2"
NO
N-S
TR
UC
TU
RA
L N
LW
T C
ON
CR
ET
E T
OP
PIN
G O
VE
R 1
0"
PR
EC
AS
T P
LA
NK
S
T/ F
.F. =
112'-0"
108' -
0"
109' -
8"
25' - 0"
9
S-2.2
10
S-2.2
23' - 6"
HV
AC
DU
CT
OP
EN
ING
S -
PR
EC
AS
TE
R T
O P
RO
VID
E P
LA
NK
H
AN
GE
RS
(T
YP
2 L
OC
AT
ION
S)
11
S-2.2
12
S-2.2
12
S-2.2
13
S-2.2
1' - 6"
1' - 6"
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
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W.
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1S
T.
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PA
RK
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2
DATE:
PR
OJE
CT
:
CL
IEN
T:
4-30-2020 ISSUE FOR PRECAST BID
S−2.07208.07
FRAMING PLANS
OR
LA
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E P
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TE
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ION
DIS
TR
ICT
MA
INT
EN
AN
CE
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CIL
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10
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W.
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3rd
PL
AC
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FIR
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CT
ION
DIS
TR
ICT
APRIL 30, 2020 1/8" = 1'-0"1ROOF FRAMING PLAN
1/8" = 1'-0"2MEZZANINE FRAMING PLAN
0 8
NORTH
0 8
NORTH
NOTES:1. G.C. SHALL COORDINATE ALL ROOF
OPENINGS WITH MECHANICAL CONTRACTOR, PLUMBING CONTRACTOR, & ANY RELATED TRADES
2. SEE EXTERIOR ELEVATIONS FOR PRECAST DIMENSIONS
C
34
L3X2X3/8" LLV
METAL DECKSEE NOTE
FLASH MTL. COPING TO PRECAST WALL PANELS- PROVIDE COUNTER FLASHING W/ CONTINUOUS SEALANT
PROVIDE ADDITIONAL FRAMING FOR ROOF DRAIN OPENING
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C4X
7.2
C12X
30
C12X
30
L3X
2X
3/8
" LL
V
L3X
2X
3/8
" LL
V
74' - 6"
18 EQUAL SPACES
10
' - 0
"
C
7' - 6"
45.00000°
6' -
11 1
/2"
En
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
90
W.
15
1S
T.
ST
RE
ET
OR
LA
ND
PA
RK
, IL
60
46
2
DATE:
PR
OJE
CT
:
CL
IEN
T:
4-30-2020 ISSUE FOR PRECAST BID
S−2.17208.07
CANOPYFRAMING
OR
LA
ND
FIR
E P
RO
TE
CT
ION
DIS
TR
ICT
MA
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EN
AN
CE
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CIL
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10
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W.
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3rd
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CT
ION
DIS
TR
ICT
APRIL 30, 2020
3/16" = 1'-0"1CANOPY FRAMING PLAN
1/2" = 1'-0"2CANOPY SECTION
EXTERIOR FACEOF PANEL
EMMBED BY PRECASTER
4" MIN. BEARING
METAL ROOF DECK- SEE FRAMING PLAN
-
3/16
3/16-
K JOIST- SEE PLAN
2 1/2"x 2 1/2" x 1/4"DECK ANGLE - CONT.
T/ JOIST BRG.
SEE PLAN
T/ PRECAST
SEE ELEVATIONS
EMMBED BY PRECASTER
METAL ROOF DECK- SEE FRAMING PLAN
-
K JOIST- SEE PLAN
HORIZONTALBRIDGING
DIAGONAL BRIDGINGSEE PLAN FOR LOCATION
T/ DECK BRG.
SEE PLAN
T/ PRECAST
SEE ELEVATIONS
SEE PLAN
CENTERLINE INTERMEDIATE SUPPORT MEMBERS (ROOF JOISTS)
6
"
TYP. DECK WELDS @ 6" O.C. AS SHOWN @ EXTERIOR EDGE
TYP. DECK WELD 5/8" (EFFECTIVE FUSION DIA.)
2"
MIN. END OVERLAP
MIN
. S
IDE
O
VE
RLA
P
TYP. WELD AT ALL INTERIOR SUPPORTS @ 12" O.C.
NOTE: TYP. DECK CONDITION UNLESS NOTED OTHERWISE ON ROOF FRAMING PLAN
TYP. SIDELAP CONNECTION #10 TEK SCREWS - 1 @ EA. MIDSPAN U.N.O. SEE ROOF FRAMING PLAN SHEET S-X
CENTER LINE OF SUPPORT MEMBER TRIPLE SPAN MIN. FOR DECK 3 SHEETS W/ JOINTS IN LINE STAGGER SPLICES
TYP.3/16 3
.
TYP.3/16
1 ' - 1 0 5 /8 "
3' - 0
9/16
"
SEE FRAMING PLAN FOR SIZE AND LOCATION OF OPENING. COORD. OPENING SIZE W/ HVAC CONTRACTOR
3 1/2 X 3 1/2 X 1/4" LESS THAN 4'-0"4 X 3 1/2 X 5/16" (LLV) 4'-0" TO 6'-0"6 X 3 1/2 X 3/8" (LLV) 6'-0" TO 10'-0"
NOTE:ROOF FRAMES REQUIRED @ ALL OPENINGS LARGER THAN 1'-0" OR AS NOTED
OMIT ANGLE WHEN 'A' IS LESS THAN 6"
STEEL JOISTS OR BEAMS
SEE PLAN - COORD. W/ MECH.
DWGS.
ROOF OPENING DIM. 'A'
OVER FLANGE
EXTEND LEG
RTUSPECIAL JOIST - JOIST MFR. TO DESIGN FOR LOADS INDICATED ON FRAMING PLAN
SECTION
NOTE: KICKERS TO BE INSTALLED AT ALL ROOF TOP UNITS, MUA UNITS, OR ROOF MOUNTED FANS W/ HEIGHTS GREATER THAN 200lbs.
�(2) 1 1/2 X 1 1/2 X 1/8" LOCATED UNDER RTU OR AT HANGING POINT (TYP.)
HANGING LOAD NOT LOCATED @ PANEL POINT
.
TYP.21/8
3/4" DIA. BOLTS@ 3" C/C
-
SHOE DEPTHSEE PLAN
-3/16" 1 1/2"
TYP.EACHSIDE
-2 1/2" FACE OF WEB
-
2 1/2"
3/4" DIA. BOLTS@ 3" C/C
COLUMNSEE PLAN
1/2"CLEAR MIN.
-
SHOE DEPTHSEE PLAN
-3/16" 1 1/2"
TYP.EACHSIDE
-
4"
PRECAST WALL PANEL
CONT. 1/2"x1'-2" PL W/ (2) HEADED ANCHOR STUDS AT EA. CORE
HOLLOW CORE PLANK
CONCRETE TOPPING
BEARING PAD BY PRECAST MFR.
ANCHORAGE BETWEEN HCU(HOLLOW CORE UNITS)AND PRECAST WALL PANELS BYPRECAST MFR.
4"
CONN. BY PRECASTER
90.0°
T/ F.F.
SEE PLAN
-
PRECAST WALL PANEL
VERT. SLOTTED INSERT &CONNECTION BETWEENHCU AND PRECAST WALLPANEL BY PREACST MFR.
LOOSE BENT PLATE (POUR STOP)
HOLLOW CORE PLANK- SEE PLAN
CONCRETE TOPPING
EMBED PLATE
BEARING PAD BYPRECAST MFR.
ANCHORAGE BETWEEN HCU(HOLLOW CORE UNITS)AND PRECAST WALL PANELS BYPRECAST MFR.
SEE STAIR PLANS
4"
T/ F.F.
SEE PLAN
3/8" BENT PL WITH 3/8" EXPANSION ANCHORS @ 12" O.C.
EXTERIOR FACEOF PANEL
EMMBED BY PRECASTER
4" MIN. BEARING
METAL ROOF DECK- SEE FRAMING PLAN
-
3/16
3/16-
K JOIST- SEE PLAN
2 1/2"x 2 1/2" x 1/4"DECK ANGLE - CONT.
T/ JOIST BRG.
SEE PLAN
T/ PRECAST
SEE ELEVATIONS
PRECAST WALL PANEL
HOLLOW CORE PLANK - SEE PLAN
CONCRETE TOPPING
LATERAL SLIP CONNECTION BY PRECAST MFR. TO ALLOW FOR WALL PANEL THERMAL MOVEMENT
T/ F.F.
SEE PLAN
BEARING ANGLE EMBED BY PRECAST MFR.
SEE PLAN
PRECAST WALL PANEL
HOLLOW CORE PLANK - SEE PLAN
CONCRETE TOPPING
EMBED AND CONN. BY PRECAST MFR.
T/ F.F.
SEE PLAN
1/2" DIA. EXPANSION BOLT @ 24" O.C.
SEE PLAN
L5x3x1/4"x6"LG (LLV) @ 24" O.C. W/ LONG SLOTTED HOLE TO ALLOW FOR PLANK DEFLECTION
PRECAST WALL PANEL
HOLLOW CORE PLANK - SEE PLAN
CONCRETE TOPPING
PLANK HANGER BY PRECASTER
T/ F.F.
SEE PLAN
SEE PLANFLOOR BEYOND
LT. GA. POUR STOP
SEE PLAN
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© COPYRIGHT 2020 KNIGHT E/A INC. ALL RIGHTS RESERVED
PROJECT #:
97
90
W.
15
1S
T.
ST
RE
ET
OR
LA
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PA
RK
, IL
60
46
2
DATE:
PR
OJE
CT
:
CL
IEN
T:
4-30-2020 ISSUE FOR PRECAST BID
S−2.27208.07
FRAMINGDETAILS
OR
LA
ND
FIR
E P
RO
TE
CT
ION
DIS
TR
ICT
MA
INT
EN
AN
CE
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CIL
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10
728
W.
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AR
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RO
TE
CT
ION
DIS
TR
ICT
APRIL 30, 2020
1 1/2" = 1'-0"7FRAMING DETAIL
1 1/2" = 1'-0"6FRAMING DETAIL
1/2" = 1'-0"1ROOF DECK
1/2" = 1'-0"2ROOF OPENING
1/2" = 1'-0"3RTU FRAMING DETAIL
1 1/2" = 1'-0"4FRAMING DETAIL
1 1/2" = 1'-0"5FRAMING DETAIL
1 1/2" = 1'-0"9FRAMING DETAIL
1 1/2" = 1'-0"10FRAMING DETAIL
1 1/2" = 1'-0"8FRAMING DETAIL
1 1/2" = 1'-0"11FRAMING DETAIL
1 1/2" = 1'-0"12FRAMING DETAIL
1 1/2" = 1'-0"13FRAMING DETAIL