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HomeMy WebLinkAboutBP6300-6388TENANT: WEBVAN GROUP, INC. 368 Lakeside Drive Foster City, CA 94404 ARCHITECT: DELUCA ♦ ZUWALA ASSOCIATES, INC. 17W220 22nd Street Suite 440 Oakbrook Terrace, IL 60181 Phone: (630)993 -0180 ill 111 "211 � ® AUTHORITY HAVING JURISDICTION VILLAGE OF MORTON GROVE 6101 CAPULINA AVENUE MORTON GROVE, IL 60053 PHONE: (847)965 -4100 GENERAL (847)470 -5214 BLDG (847)470 -5226 FIRE IWO ASSOCIATE ARCHITECT: REEL GROBMAN & ASSOCIATES, INC. 96 N. Second Street San Jose, CA 95113 TENANT REPRESENTATIVE: STAUBACH RETAIL SERVICES One Oakbrook Terrace, Suite 804 Oakbrook Terrace, IL Phone: (630)424 -9760 S/Ar"PLICABLE CODES APPLICABLE CODES t s c 1998 BOCA NATIONAL PLUMBING CODE 1998 BOCA NATIONAL MECHANICAL CODE 1998 ILLINOIS ACCESSIBILITY CODE CURRENT CHCAIGO ELECTRICAL CODE - -- 1. t i a exterior ACOUS f FT foot /feet ALT alternate C footing ASSOCIATE ARCHITECT: REEL GROBMAN & ASSOCIATES, INC. 96 N. Second Street San Jose, CA 95113 TENANT REPRESENTATIVE: STAUBACH RETAIL SERVICES One Oakbrook Terrace, Suite 804 Oakbrook Terrace, IL Phone: (630)424 -9760 S/Ar"PLICABLE CODES APPLICABLE CODES t s c 1998 BOCA NATIONAL PLUMBING CODE 1998 BOCA NATIONAL MECHANICAL CODE 1998 ILLINOIS ACCESSIBILITY CODE CURRENT CHCAIGO ELECTRICAL CODE - -- 1. 0► ff LTA FAA I OAKTON ST. I:LL .: M4111 C,gCOwF <( \UHF. TOUHY AVE. t above finished floor a exterior ACOUS f FT foot /feet ALT alternate C 0► ff LTA FAA I OAKTON ST. I:LL .: M4111 C,gCOwF <( \UHF. TOUHY AVE. i 3 ' 3 [ /'may S I Y LS LEGEND 1 NTS not to scale I CC on center (s) OPG opening MARK DES' RIPTION MARK DESCRIPTION - OPP opposite OD outside diameter OH overhead PNL panel ## DETAIL NUMBER DOOR NUMBER. PART partition A## SHEET NUMBER ® REFER TO SHEET #. PLA. LAM. plastic laminate PLT plate QT quarry tile P -1 PARTITION TYPE RAID radius ## NTERY R ELEVATION wllk 4M 1w% RA return air °• REV revise (s), (ion) A ## SHEE71`NUMBER T/ OF BEARING RD roof drain I EL. +0. -0° HEIGHT RH right hand N RD rough opening ## WALL SECTION NUMBER % S schedule A ## H C -- COLUMN /GRID LINE SECT ECT SHEET NUMBER section � SIM similar SC solid core 6376 OAKTON STREET SPEC specification (s) SQ square MORTON GROVE, IL STL steel SUSP structural PROJECT DIRECTORY, T/P topPofded DRAWING INDEX (specify material) ' LOCATION MAP, TYP typical T1.0 PROJECT DIRECTORY, LOCATION MAP, DRAWING INDEX AND CODE AUTHORITIES DRAWING INDEX AND vB vapor barrier I ; CODE AUTHORITIES VCT vinyl composite the A1.0 FLOOR PLAN, CODE ANALYSIS AND GENERAL _NOTES VERT vertical A2.0 REFLECTED CEILINE PLAN AND HVAC CRITERIA NOTES VE water closet A3.0 ROOM FINISH SCHEDULE, DOOR SCHEDULE AND MISCELLANEOUS .DETAILS WC WWF welded wire fabric A4.0 PLUMBING CRITERIA PLAN AND NOTES WO without A5.0 ELECTRICAL CRITE IA PLAN AND NOTES WD wood WH water heater DESIGN /BUILD NOTE: INFORMATION CONTAINED WITHIN THESE DOCUMENTS RELATING TO THE DESIGN AND CONSTRUCTION OF THE MECHCANICAL, PLUMBING AND ELECTRICAL DISCIPLINES IS SHOWN FOR REFERENCE ONLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 'rHE DESIGN AND CONSTRUCTION OF SAID SYSTEMS IN COMPLIANCE WITH APPLICABLE CODES AND ORDINANCES. THIS WORK IS DESIGN /BUILD. t t� v °7tt -tt RAN Or 11110A, R. I ® QOrr�lz�t:? a " O r F I��`� I HEREBY CERTIFY THAT THESE PLANS', WERE PREPARED UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, COMPLY WITH THE APPLICABLE CODES AND ORDINANCES OF MORTON GROVE, ILLINOIS. Interior Architecture Interior Design Facilities Planning Dale: Drawn Sheet No.: By: 04/24/00 C.C. T Project No.: Re ✓d.; 1 1.® BY: 'p 00.036 R D. AFF above finished floor EXT exterior ACOUS acoustical FT foot /feet ALT alternate FTG footing ALUM aluminum FIND foundation A.B. anchor belt GA gage, gauge ANOD anodized GALV galvanized ARCH architect (ural) GL glass, glazing BRG GC general contract (or) AV BIT 1brearing Ibituminous GB grab bar BLK block GYP. BD, gypsum board BLKG 'blocking HCP handicap BS both sides HVAC heating/ ventilation/ ITE BOT bottom air conditioning B/ bottom of HT height (specify material) HC hollow core Fc BRK brick HM hollow metal BLDG sbuilding HORIZ horizontal CLG ceiling HB hose blob 9LF CT ceramic tile INCL include (d), (ing) CLR clear (once) ID inside diameter COL column INSUL insulate (d), (ing) CONC concrete INT interior CMU concrete masonry INV invert unit JC janitors closet CONTT construction LAM laminate CONTR contrac (or) LAV lavatory C.J. control joint LH left hand CONT .,continuous MFR manufacture (er) + DIAM diameter MAS masonry DIM Idimension MO masonry opening DS downspout MAT material (s) DWG drawings MECH mechanical NORTH DF drinking fountain MET metal ELEC ` electric MIN minimum ELEV ' elevation MISC miscellaneous EQ equal NOM nominal EXIST existing NIC not in contract i 3 ' 3 [ /'may S I Y LS LEGEND 1 NTS not to scale I CC on center (s) OPG opening MARK DES' RIPTION MARK DESCRIPTION - OPP opposite OD outside diameter OH overhead PNL panel ## DETAIL NUMBER DOOR NUMBER. PART partition A## SHEET NUMBER ® REFER TO SHEET #. PLA. LAM. plastic laminate PLT plate QT quarry tile P -1 PARTITION TYPE RAID radius ## NTERY R ELEVATION wllk 4M 1w% RA return air °• REV revise (s), (ion) A ## SHEE71`NUMBER T/ OF BEARING RD roof drain I EL. +0. -0° HEIGHT RH right hand N RD rough opening ## WALL SECTION NUMBER % S schedule A ## H C -- COLUMN /GRID LINE SECT ECT SHEET NUMBER section � SIM similar SC solid core 6376 OAKTON STREET SPEC specification (s) SQ square MORTON GROVE, IL STL steel SUSP structural PROJECT DIRECTORY, T/P topPofded DRAWING INDEX (specify material) ' LOCATION MAP, TYP typical T1.0 PROJECT DIRECTORY, LOCATION MAP, DRAWING INDEX AND CODE AUTHORITIES DRAWING INDEX AND vB vapor barrier I ; CODE AUTHORITIES VCT vinyl composite the A1.0 FLOOR PLAN, CODE ANALYSIS AND GENERAL _NOTES VERT vertical A2.0 REFLECTED CEILINE PLAN AND HVAC CRITERIA NOTES VE water closet A3.0 ROOM FINISH SCHEDULE, DOOR SCHEDULE AND MISCELLANEOUS .DETAILS WC WWF welded wire fabric A4.0 PLUMBING CRITERIA PLAN AND NOTES WO without A5.0 ELECTRICAL CRITE IA PLAN AND NOTES WD wood WH water heater DESIGN /BUILD NOTE: INFORMATION CONTAINED WITHIN THESE DOCUMENTS RELATING TO THE DESIGN AND CONSTRUCTION OF THE MECHCANICAL, PLUMBING AND ELECTRICAL DISCIPLINES IS SHOWN FOR REFERENCE ONLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR 'rHE DESIGN AND CONSTRUCTION OF SAID SYSTEMS IN COMPLIANCE WITH APPLICABLE CODES AND ORDINANCES. THIS WORK IS DESIGN /BUILD. t t� v °7tt -tt RAN Or 11110A, R. I ® QOrr�lz�t:? a " O r F I��`� I HEREBY CERTIFY THAT THESE PLANS', WERE PREPARED UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, COMPLY WITH THE APPLICABLE CODES AND ORDINANCES OF MORTON GROVE, ILLINOIS. Interior Architecture Interior Design Facilities Planning Dale: Drawn Sheet No.: By: 04/24/00 C.C. T Project No.: Re ✓d.; 1 1.® BY: 'p 00.036 R D. Q 10 0 9 .3 mpOF C _mull • o I I O 1 ty I I A3.0 I I LINTEL 1.x I I I i I I I I I I a WAREHOUSE 100 i I ' CONCRETE FILLED PIPE i BUMPERS. SEE DETAIL 2/A3.0 (TYP. FOR 8). I NEW C.I. TRENCH DRAIN, TYP. FOR 3 0 ".0 i k x. � t SAWCUT AND REPLACE N s FLOORING FOR NEW PIPING. SEE 1/A4.0 AND 3/A3.0 REMOVE FLOOR TILE THIS AREA PROOF 4' -0" HIGH WAINSCOT AT SERVICE SINK APPROX. OFFICE 107 104 C� In 0 105 CONF R CE 10 0 0 a I ° d 117 1111 111112 OE 09 11 FILES 1108 2.x 3.x I I I i O I I Y I I n SHARED LOADING DOCK (EXISTING) 0 S4- 96120 -1 I RAMP SCISSOR DOCK CORRIDOR 115 SERV R ROOM 6ROO M 103 qV E L OUVERED � DOOR VESTIBULE 113 - I 1+ 116 FREEZER 101 n II I U PAINT ALL EXPOSED STEEL COLUMNS 'OSHA YELLOW' TO 6' -0" AFF. PREFABRICATED COOLER/ COOLER FREEZER DOOR ASSEMBLY I 102 BY OTHERS (TYP.). 17' -11 1� S4- 96120 -1 RAMP SCISSOR DOCK U U S4- 96120 -1 SCISSOR DOCK RAMP ---- - - -- 1 I g d d ° i i I d .._ (2) 3/4" PL 0° PANELS ON INTERIOR AL FOR PHONE, SECU IT(, SERVER. 117 1111 111112 OE 09 11 FILES 1108 2.x 3.x I I I i O I I Y I I n SHARED LOADING DOCK (EXISTING) 0 S4- 96120 -1 I RAMP SCISSOR DOCK CORRIDOR 115 SERV R ROOM 6ROO M 103 qV E L OUVERED � DOOR VESTIBULE 113 - I 1+ 116 FREEZER 101 n II I U PAINT ALL EXPOSED STEEL COLUMNS 'OSHA YELLOW' TO 6' -0" AFF. PREFABRICATED COOLER/ COOLER FREEZER DOOR ASSEMBLY I 102 BY OTHERS (TYP.). 17' -11 1� S4- 96120 -1 RAMP SCISSOR DOCK U U S4- 96120 -1 SCISSOR DOCK RAMP 0 q RUBBER WHEEL STOPS BY OTHERS. I -- -- -- - - B.x CODE ANALYSIS. OCCUPANCY CLASSIFICATION: �1 ` TENANT SPACE GROU 'S2 -'LOW HAZARD STORAGE (BOCA SECTION 311.3) 11Y ■ CONSTRUCTION TYPE CLASSIFICATION: ° �C \, rXYJV NEW STEEL BOLLARDS TO BE ,�J PROVIDED AND LOCATED BY EXISTING TO REMAIN (ASSUMED TO BE TYPE II -C) (BOCA SECTION 603.0) 'BLUE GIANT', TYP. / + + ■ GENERAL BUILDING LIMITATIONS: �ttd�f° �° 1) "41' JR. '° ® 001- 012917 ( MAXIMUM BUILDING HEIGf T PERMITTED: N/A ACTUAL BLDG. HEIGHT: N/A MAXIMUM AREA PERMITTED: N/A ACTUAL GROSS BLDG. AREA: N/A T. • FIRE PROTECTION SYSTEMS: xx C.x FULLY AUTOMATIC FIRE SPRINKLER SYSTEM AS REQUIRED BY CODE IN EXISTING WAREHOUSE AND OFFICE -AREA • OCCUPANCY SEPARATION REQUIREMENTS: LOW HAZARD STORAGE AND BUSINESS EXISTING TO REMAIN. ■ EGRESS CALCULATIONS: Interior Architecture Interior Design 1. OCCUPANT LOAD Facilities Planning NOME a. BUSINESS USE (OFFICE) 100 SF /OCCUPANT b. STORAGE, STOCK AND SHIPPING (WAREHOUSE) 300 SF /OCCUPANT 96 N. Second St. 2. EGRESS CAPACITY y Son dose, Co, 95113 a. EGRESS WIDTH PER PERSON PER BOCA TABLE SHALL BE: .15" PER PERSON (408) 268 7833 OFFICE AREA: 3,838 SF - 100 = 39 OCCUPANTS ReelGrOiJLYIan WAREHOUSE AREA: 9.068 Sr- _ 300 30 OCCUPANTS TOTAL OCCUPANTS:+ 69 3. MINIMUM NUMBER OF EXITS (BOCA SECTION 1010.3) �D�lp®�7R�+1�+Q�1jr GvrROr�VTE�T. EVERY FLOOR AREA SHALL BE - PROVIDED A MINIMUM OF (2) INDEPENDENT EXITS WITH TRANSFER ER S A A IO THE OCCUPANT LOAD EXCEEDS 50 PERSONS AND THE TRAVEL DISTANCE EXCEEDS 75'-0". ■ EGRESS HARDWARE OPERATION DOORS SHALL SWING IN THE DIRECTION OF EGRESS AND OPENABLE FROM THE INSIDE' WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. ,1 ■ TRAVEL DISTANCE: TRAVEL DISTANCE SHAD `NOT EXCEED 400 FT. (SPRINKLERED BUILDING) (BOCA TABLE 1006.5), webvan'l, + 4 SYMBOLS LEGEND 6376 OAKTON STREET EXISTING WALL /PARTITION CONSTRUCTION TO REMAIN MORTON GROVE, IL ■�� ■��■ RATED PARTITION CONSTRUCTION TO REMAIN ® NEW WALL CONSTRUCTION ( ------- EXISTING WALL CONSTRUCTION TO BE REMOVED EXISTING DOOR TO REMAIN 0 GENERAL NOTES 1. CONTRACTOR'S WORK SHALL COMPLY WITH ALL GOVERNING FEDERAL, STATE, AND LOCAL LAWS, STATUTES, ORDINANCES, REGULATORY CODES AND INSURANCE RATING BOARDS. 2. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL APPLICATIONS, PERMITS AND ASSOCIATED FEES, INSPECTIONS, TESTS, CERTIFICATE OF OCCUPANCY, ETC. FOR THE WORK PERFORMED BY THE CONTRACTOR WITHIN THE AUTHORITY OF JURISDICTION. 3. ALL CONSTRUCTION WORK SHALL BE PERFORMED IN A FIRST -CLASS WORKMANLIKE MANNER AND SHALL BE IN GOOD, USEABLE CONDITION AT THE DATE OF COMPLETION. CONTRACTOR SHALL REQUIYNY PERSONS PERFORMING SUCH WORK TO GUARANTEE THE SAME TO BE FREE FROM ANY AND LL DEFECTS IN WORKMANSHIP AND MATERIALS FOR (1) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION THEREOF. CONTRACTOR SHALL ALSO REQUIRE ANY SUCH PERSONS TO BE RESPONSIBLE FOR THE REPLACEMENT OR REPAIR, WITHOUT ANY ADDITIONAL COST OF ANY AND ALL WORK DONE OR FURNISHED BY OR THROUGH SUCH PERSONS WHICH MAY BECOME DEFECTIVE WITHIN (1) ONE YEAR AFTER SUBSTANTIAL COMPLETION OF WORK. THE CORRECTION OF DELUCA* ZUWALA SUCH WORK SHALL INCLUDE, WITHOUT ADDITIONAL COST, ALL EXPENSES AND DAMAGES IN CONNECTION WITH SUCH REMOVAL REPLACEMENT OR REPAIR OF ANY PART OF THE WORK WHICH ASSOCIATES, INC. MAY BE DAMAGED OR DISTURBED THEREBY. 17W220 TWENTY SECOND STREET KITE 440 OAKBROOK TERRACE, ILLINOIS 60181 4. THE ARCHITECT MUST BE NOTIFIED IMMEDIATELY OF ANY CONSTRUCTION PROBLEMS OR PHONE: (63OI993-018� FAX: (63O)993.O1B1 DISCREPANCIES BETWEEN THESE DRAWINGS AND EXISTINGS CONDITION PRIOR TO BEGINNING THE WORK. NO DEVIATON FROM WORKING DRAWINGS AND SPECIFICATIONS WILL BE PERMITTED © 2000 DELUCA,ZUWALA ASSOCIATES, INC. WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT. THESE DOCUMENTS AND REMAIN ALLECOMMONRLAW SHALL 5. CONTRACTORS SHALL BE LICENSED AND BONDED TO PROVIDE SERVICES WITHIN THE COMMUNITY OF STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT. THE AUTHORITY HAVING JURISDICTION. CONTRACTOR SHALL ALSO INCLUDE ALL NECESSARY INSURANCE COVERAGE INDEMNIFY THE LANDLORD, TENANT, ARCHITECT AND AGENTS THEREOF FROM Rev. No. Description Dote: DAMAGES RESULTING FROM THE PERFORMANCE OF CONTRACTOR'S WORK. ISSUED FOR BID 04/24/00 6. ACCESSIBILITY STANDARDS, ALL INGRESS /EGRESS INTO THE LEASED PREMISES AND CONSTRUCTION & PERMIT OF ALL LEASEHOLD IMPROVEMENTS, SHALL COMPLY WITH ACCESSIBILITY STANDARDS REQUIRED BY THE AMERICANS WITH DISABILITIES ACT(ADA) AND ALL FEDERAL, STATE AND LOCAL LAWS, CODES AND ORDINANCES. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ALL BUILDING MATERIAL AND /OR CONSTRUCTION DEBRIS FROM THE JOB SITE. THE LANDLORD, TENANT, ARCHITECT AND AGENTS THEREOF SHALL ASSUME NO RESPONSIBILITY FOR THE REMOVAL OR DISPOSAL OF HAZARDOUS MATERIALS OR ASBESTOS CONTAINING MATERIALS. 8. CONTRACTOR SHALL REMOVE ALL WALLS, DOORS, FLOOR COVERINGS, LIGHT FIXTURES, AUDIO EQUIPMENT AND OTHER EXISTING CONDITIONS AS REQUIRED FOR TENANT'S FINISHED SURFACES. 9. ALL EXISTING MATERIALS AND'; EQUIPMENT PLANNED TO BE REUSED MUST BE OF A QUALITY LEVEL EQUAL TO NEW. REUSE OF ANY EXISTING IMPROVEMENTS WITHIN THE LEASED PREMISES WILL BE AT THE SOLE DISCRETION AND APPROVAL OF THE CONSTRUCTION MANAGER. CONTRACTOR TO VERIFY PROPER OPERATION OF ALL EQUIPMENT REUSED. 10. CONTRACTORS SHALL PROVIDE- ALL MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION AND LABOR REQUIRED TO COMPLETE THE SCOPE OF WORK IDENTIFIED WITHIN THESE DRAWINGS. 11. CONTRACTORS TO VISIT SITE TO REVIEW EXISTING CONDITIONS AND SCOPE OF WORK PRIOR TO SUBMITTING BID. 12. GUARANTEE ALL WORKMANSHIP, MATERIAL AND PERFORMANCE FOR A PERIOD OF ONE (1) YEAR FROM DATE OF PROJECT CLOSEOUT. 13. REPLACE OR REPAIR ALL DAMAGED WORK IN AREAS AFFECTED BY DEMOLITION OR RENOVATION TO MATCH EXISTING ADJACENT. -- -- -- - - B.x CODE ANALYSIS. OCCUPANCY CLASSIFICATION: �1 ` TENANT SPACE GROU 'S2 -'LOW HAZARD STORAGE (BOCA SECTION 311.3) 11Y ■ CONSTRUCTION TYPE CLASSIFICATION: ° �C \, rXYJV NEW STEEL BOLLARDS TO BE ,�J PROVIDED AND LOCATED BY EXISTING TO REMAIN (ASSUMED TO BE TYPE II -C) (BOCA SECTION 603.0) 'BLUE GIANT', TYP. / + + ■ GENERAL BUILDING LIMITATIONS: �ttd�f° �° 1) "41' JR. '° ® 001- 012917 ( MAXIMUM BUILDING HEIGf T PERMITTED: N/A ACTUAL BLDG. HEIGHT: N/A MAXIMUM AREA PERMITTED: N/A ACTUAL GROSS BLDG. AREA: N/A T. • FIRE PROTECTION SYSTEMS: xx C.x FULLY AUTOMATIC FIRE SPRINKLER SYSTEM AS REQUIRED BY CODE IN EXISTING WAREHOUSE AND OFFICE -AREA • OCCUPANCY SEPARATION REQUIREMENTS: LOW HAZARD STORAGE AND BUSINESS EXISTING TO REMAIN. ■ EGRESS CALCULATIONS: Interior Architecture Interior Design 1. OCCUPANT LOAD Facilities Planning NOME a. BUSINESS USE (OFFICE) 100 SF /OCCUPANT b. STORAGE, STOCK AND SHIPPING (WAREHOUSE) 300 SF /OCCUPANT 96 N. Second St. 2. EGRESS CAPACITY y Son dose, Co, 95113 a. EGRESS WIDTH PER PERSON PER BOCA TABLE SHALL BE: .15" PER PERSON (408) 268 7833 OFFICE AREA: 3,838 SF - 100 = 39 OCCUPANTS ReelGrOiJLYIan WAREHOUSE AREA: 9.068 Sr- _ 300 30 OCCUPANTS TOTAL OCCUPANTS:+ 69 3. MINIMUM NUMBER OF EXITS (BOCA SECTION 1010.3) �D�lp®�7R�+1�+Q�1jr GvrROr�VTE�T. EVERY FLOOR AREA SHALL BE - PROVIDED A MINIMUM OF (2) INDEPENDENT EXITS WITH TRANSFER ER S A A IO THE OCCUPANT LOAD EXCEEDS 50 PERSONS AND THE TRAVEL DISTANCE EXCEEDS 75'-0". ■ EGRESS HARDWARE OPERATION DOORS SHALL SWING IN THE DIRECTION OF EGRESS AND OPENABLE FROM THE INSIDE' WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. ,1 ■ TRAVEL DISTANCE: TRAVEL DISTANCE SHAD `NOT EXCEED 400 FT. (SPRINKLERED BUILDING) (BOCA TABLE 1006.5), webvan'l, + 4 SYMBOLS LEGEND 6376 OAKTON STREET EXISTING WALL /PARTITION CONSTRUCTION TO REMAIN MORTON GROVE, IL ■�� ■��■ RATED PARTITION CONSTRUCTION TO REMAIN ® NEW WALL CONSTRUCTION ( ------- EXISTING WALL CONSTRUCTION TO BE REMOVED EXISTING DOOR TO REMAIN 0 9 I (E) 10 N JANITORIAL OFFICE 11 BREAKROOM N W RTU I. WAREHOUSE SHARED LOADING DOCK (EXISTING) ----------- EF is A SERVE[ CORRIDOR STORAGE ROOM E) STATONR 11 CONFERENCE �1.WORKSTATION A REFLECTED CEILING PLAN A2.0 1/8" = 1' -0" DESIGN/BUILD NOTE: INFORMATION CONTAINED WITHIN THESE DOCUMENTS RELATING TO THE DESIGN AND CONSTRUCTION OF THE MECHCANICAL, PLUMBING AND ELECTRICAL DISCIPLINES IS SHOWN,FOR REFERENCE ONLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ' CONSTRUCTION OF SAID SYSTEMS IN COMPLIANCE WITH APPLICABLE CODES AND ORDINANCES. THIS WORK IS DESIGN/BUILD. E) W (E), VESTIBULE -EXTRA ROOM 1, 1 110 1 116 11% 0 161AFINIF I I COMBINATION LIGHT FAN COOLER MECHANICAL RETURN GRILLE L%Z EF-1 MECHANICAL EXHAUST FAN (ROOF MOUNTED) IF— If EG-1 MECHANICAL EXHAUST GRILLE ii . ......... ........... (E) EXISTING TO REMAIN V (N) NEW LIGHT FIXTURE (ER) EXISTING RELOCATED ...................... ... . ........... ........ .......... . ................................ . ... . .. . ...... NEW'RTU FIRE PROOTECTION NUOTES ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGN/BUILD BY THE LANDLORD'S GENERAL CONTRACTOR. 1. THE AUTOMATIC FIRE SPRINKLER SYSTEM IS REQUIRED BY CODE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL REQUIRED CALCULATIONS AND FABRICATION DRAWINGS TO THE AUTHORITY HAVING JURISDICTION. DESICN! CRITERIA SHALL BE BASED UPON NFPA 13 IN OFFICE ........ ...... AREAS AND PER THE EXISTING FIRE SPRINKLER DESIGN IN THE WAREHOUSE AREA. ADDITIONALLY, ....................... THE MODIFIED SYSTEM SHALL BE IN FUtL CONFORMANCE WITH THE AUTHORITY HAVING JURISDICTION. 2. MODIFY AND RELOCATE THE EXISTING AUTOMATIC SPRINKLER HEADS AS REQUIRED TO CONFORM TO THE LIGHTING PLAN AND IN ACCORDANCE WITH LOCAL FIRE CODE REGULATIONS. ADD ADDITIONAL HEADS AS REQUIRED BY THE INDICATED TENANT IMPROVEMENTS. 3. SPRINKLER HEADS SHALL BE CHROME PLATTED AND FITTED WITH ESCUTHEONS PLATES TO MATCH -THE EXISTING. (E) �(U.H.) "4. 'NEW SPRINKLER 'WORK TO BE LIMITED TO THE NEW RECEIVING DOORS AND COOLER AND FREEZERS (E) AS REQURIED. BY CODE. (E) (E) ILI_ ZZ:1, HVAC DESIGN CRITERIA ALL HVAC SYSTEMS AND COMPONENT DESIGN SHALL BE DESIGN/BUILD BY THE LANDLORD'S GENERAL CONTRACTOR. WAREHOUSE DESIGN CRITERIA: 1. This space shall be heated and ventilated as described herein. 2. Outdoor winter design temperature: ASHRAE Heating DB 99 % = -8° F. Outdoor summer design temperature: ASHRAE Cooling 0.4%=91 °F DB 74 °F W13 3. Indoor minimum temperature: 55° F. Indoor maximum temperature: 85'F 4. Provide make—up and exhaust ventilation at a minimum rate of 1.5 cfm per gross squcre foot of area. 5. Evaluate the existing unit heater size and add additional unit heaters as required to maintain 'the minimum indoor temperature. Relocate the existing unit heater and/or add new unit heaters to provide heating at the 'occupied end of the warehouse (office side). Unit heaters shall be Reznor model F, Modine, or Trans. 6. Exhaust fan(s) shall be centrifugal roof exhausters, Greenhe6k model GB, Cook, Acme, Fenn, or approved substitute. The exhaust fan(s) shall be located over the truck loading area. Provide roof curb and backdraft damper for each fan. Each fan shall not exceed 12 Series noise level. 7. CIRCE, Sterling, Modine, or Trame. Unit(s) shall be furnished with (409) Stainless steel heat exchanger," Make—up air shall be provided by gas powered outdoor roof mounted duct furnace/lblow& unit(s). Make—up air unit(s) shall be Reznor model 10D% outside air inlet hood, and 2" pleated media filters. Provide a galvanized sheetmetal supply plenum below the roof with sidewall supply registers, Titus model 300—RL. The furnace section shall be sized to moritain-a i minimum supply temperature of 55 F Provide DX cooling coil section and remote mounted condensing unit. Refrigerant piping shall be type ACR grace. The cooling coil and condenser shall be sized to maintain a maximum room temperature I of 85 F. f 8. HVAC Controls: Interlock the, make ,up and exhaust fc"h' , Iwith carbon monoxide sensor(s)to maintain a maximum average concentration of carbon v THE AZH17E& ALL _BFOIEEM67HE AUTHOR OF I THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT, Rev. No. Description Date: ISSUED FOR BID AND PERMIT 04/24/00 c 001- 01291y OF I Interior Architecture Interior Design Facilities Planning 96 N. Second St. Son Jose Co 915113 (408) 28� ' 7833*, Ree I Gr lob rn an MORTON GROVE, TRANSFER STATION web,lVant! 6376 OAKTON STREET MORTON GROVE, IL REFLECTED CEILING PLAN AND HVAC FIXTURE NOTES monoxide of 50 per Is per ml Ion ur ng any is g — 2' x 4' FLUORESCENT LIGHT FIXTURE 2' x 4' FLUORESCENT LIGHT FIXTURE (WITH EMERGENCY NIGHT LIGHT) unit(s) and 2' x 4' SUSPENDED ACOUSTICAL CEILING SYSTEM. as recuf1red to maintain the minimum and maximum indoor temperature • SPRINKLER HEAD it EXIT SIGN FREEZER EMERGENCY LIGHT I Unoccupied. Provide a 6 hour Manuel bypass timer switch to allow 04/24/00 By: C.C. EMERGENCY LIGHT/EXIT SIGN COMBO the make—up air and exhaust fans to MECHANICAL SUPPLY DIFFUSER COMBINATION LIGHT FAN COOLER MECHANICAL RETURN GRILLE L%Z EF-1 MECHANICAL EXHAUST FAN (ROOF MOUNTED) IF— If EG-1 MECHANICAL EXHAUST GRILLE ii . ......... ........... (E) EXISTING TO REMAIN V (N) NEW LIGHT FIXTURE (ER) EXISTING RELOCATED ...................... ... . ........... ........ .......... . ................................ . ... . .. . ...... NEW'RTU FIRE PROOTECTION NUOTES ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGN/BUILD BY THE LANDLORD'S GENERAL CONTRACTOR. 1. THE AUTOMATIC FIRE SPRINKLER SYSTEM IS REQUIRED BY CODE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING ALL REQUIRED CALCULATIONS AND FABRICATION DRAWINGS TO THE AUTHORITY HAVING JURISDICTION. DESICN! CRITERIA SHALL BE BASED UPON NFPA 13 IN OFFICE ........ ...... AREAS AND PER THE EXISTING FIRE SPRINKLER DESIGN IN THE WAREHOUSE AREA. ADDITIONALLY, ....................... THE MODIFIED SYSTEM SHALL BE IN FUtL CONFORMANCE WITH THE AUTHORITY HAVING JURISDICTION. 2. MODIFY AND RELOCATE THE EXISTING AUTOMATIC SPRINKLER HEADS AS REQUIRED TO CONFORM TO THE LIGHTING PLAN AND IN ACCORDANCE WITH LOCAL FIRE CODE REGULATIONS. ADD ADDITIONAL HEADS AS REQUIRED BY THE INDICATED TENANT IMPROVEMENTS. 3. SPRINKLER HEADS SHALL BE CHROME PLATTED AND FITTED WITH ESCUTHEONS PLATES TO MATCH -THE EXISTING. (E) �(U.H.) "4. 'NEW SPRINKLER 'WORK TO BE LIMITED TO THE NEW RECEIVING DOORS AND COOLER AND FREEZERS (E) AS REQURIED. BY CODE. (E) (E) ILI_ ZZ:1, HVAC DESIGN CRITERIA ALL HVAC SYSTEMS AND COMPONENT DESIGN SHALL BE DESIGN/BUILD BY THE LANDLORD'S GENERAL CONTRACTOR. WAREHOUSE DESIGN CRITERIA: 1. This space shall be heated and ventilated as described herein. 2. Outdoor winter design temperature: ASHRAE Heating DB 99 % = -8° F. Outdoor summer design temperature: ASHRAE Cooling 0.4%=91 °F DB 74 °F W13 3. Indoor minimum temperature: 55° F. Indoor maximum temperature: 85'F 4. Provide make—up and exhaust ventilation at a minimum rate of 1.5 cfm per gross squcre foot of area. 5. Evaluate the existing unit heater size and add additional unit heaters as required to maintain 'the minimum indoor temperature. Relocate the existing unit heater and/or add new unit heaters to provide heating at the 'occupied end of the warehouse (office side). Unit heaters shall be Reznor model F, Modine, or Trans. 6. Exhaust fan(s) shall be centrifugal roof exhausters, Greenhe6k model GB, Cook, Acme, Fenn, or approved substitute. The exhaust fan(s) shall be located over the truck loading area. Provide roof curb and backdraft damper for each fan. Each fan shall not exceed 12 Series noise level. 7. CIRCE, Sterling, Modine, or Trame. Unit(s) shall be furnished with (409) Stainless steel heat exchanger," Make—up air shall be provided by gas powered outdoor roof mounted duct furnace/lblow& unit(s). Make—up air unit(s) shall be Reznor model 10D% outside air inlet hood, and 2" pleated media filters. Provide a galvanized sheetmetal supply plenum below the roof with sidewall supply registers, Titus model 300—RL. The furnace section shall be sized to moritain-a i minimum supply temperature of 55 F Provide DX cooling coil section and remote mounted condensing unit. Refrigerant piping shall be type ACR grace. The cooling coil and condenser shall be sized to maintain a maximum room temperature I of 85 F. f 8. HVAC Controls: Interlock the, make ,up and exhaust fc"h' , Iwith carbon monoxide sensor(s)to maintain a maximum average concentration of carbon v THE AZH17E& ALL _BFOIEEM67HE AUTHOR OF I THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RIGHTS, INCLUDING COPYRIGHT, Rev. No. Description Date: ISSUED FOR BID AND PERMIT 04/24/00 c 001- 01291y OF I Interior Architecture Interior Design Facilities Planning 96 N. Second St. Son Jose Co 915113 (408) 28� ' 7833*, Ree I Gr lob rn an MORTON GROVE, TRANSFER STATION web,lVant! 6376 OAKTON STREET MORTON GROVE, IL REFLECTED CEILING PLAN AND HVAC FIXTURE NOTES monoxide of 50 per Is per ml Ion ur ng any is g — iou per a I with a maximum concentration not greater than 200 parts per million for a period not exceeding one hour. Make—up air unit(s) and exhaust fan(s) shall operate as recuf1red to maintain the minimum and maximum indoor temperature Date- Drawn Sheet No.: Provide timeclopk control to shut down the HVAC systems when the building is I Unoccupied. Provide a 6 hour Manuel bypass timer switch to allow 04/24/00 By: C.C. the make—up air and exhaust fans to ventilate the building during the summer or as desired by the occupants, A2.0 Project No.: R.v'd. By: 00.036 R. D. % ROOM FINISH SCHEDULE ( *) EXISTING TO REMAIN NO. CARPET 1. PROVIDE TRANSITION STRIP BETWEEN CARPET AND CONCRETE, COLOR, BLACK, SUBMIT SAMPLES DESIGN WEAVE MONTARA, COLOR: COBALT, DIRECT GLUE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. WITH 4" BURKE TOPSET BASE #323 ROOM NO. ROOM NAME FLOOR BASE 2. PAINTING: (1) PRIMER, (2) WALL O CEILING HEIGHT CENTERLINE @ 33" AFF O VANITY MIRROR REMARKS 100 WAREHOUSE CONC. /SEALER RUBBER ( *) CMU ( *) PAPER TOWEL DISPENSER EXPOSED B/ @ 40" AFF — PAINT ALL WALLS PAINT -2 (DOORS & FRAMES) 4. PROVIDE PIPE INSULATION ON SUPPLY AND DRAIN PIPING UNDER LAVATORIES. THERE SHALL 101 WALK —IN FREEZER FACTORY FLOOR FACTORY FINISH FACTORY FINISH FACTORY FINISH — ICI #2011, SOFT OFF —WHITE OR EQUAL 102 WALK —IN COOLER CONC. SEALER FACTORY FINISH FACTORY FINISH FACTORY FINISH — ¢ 103 SERVER ROOM VCT RUBBER GYP. BD. (PAINT) T —BAR, S ACOUSTICAL ( *) 8' -0" EXISTING CEILING GRID TO REMAIN 104 BREAKROOM VCT RUBBER GYP. BD. (PAINT) T —BAR, ACOUSTICAL ( *) 8' -0" EXISTING CEILING GRID TO REMAIN 105 MANAGER STATION CARPET 4" RUBBER GYP. BD. (PAINT) T —BAR, ACOUSTICAL ( *) 8' -0" EXISTING CEILING GRID TO REMAIN 106 CONFERENCE ROOM CARPET 4" RUBBER GYP. BD. (PAINT) T —BAR, — ACOUSTICAL ( *) 8' -0" EXISTING CEILING GRID TO REMAIN 107 OFFICE CARPET 4" RUBBER GYP. BD. (PAINT) T —BAR, NEW ACOUSTICAL ( *) 8' -0" EXISTING CEILING GRID TO REMAIN 108 WORKSTATION CARPET RUBBER GYP. BD. (PAINT) T —BAR, ACOUSTICAL ( *) 8' -0" EXISTING CEILING GRID TO REMAIN 109 MEN'S TOILET VCT RUBBER GYP. BD. (PAINT) T —BAR, ACOUSTICAL ( *) 8' -0" EXISTING CEILING GRID TO REMAIN 110 MEN'S TOILET VCT RUBBER GYP. BD. (PAINT) T —BAR, ACOUSTICAL ( *) 8' -0" EXISTING CEILING GRID TO REMAIN 111 WOMEN'S TOILET (ADA) VCT RUBBER GYP. BD. (PAINT) T —BAR, ACOUSTICAL ( *) 8' -0" EXISTING CEILING GRID TO REMAIN 112 WOMEN'S TOILET (ADA) VCT RUBBER GYP. BD. (PAINT) T —BAR, ACOUSTICAL ( *) 8' -0" EXISTING CEILING GRID TO REMAIN 113 VESTIBULE VCT VCT GYP. BD. (PAINT) T —BAR, ACOUSTICAL 8' -0" PROVIDE 'HOLD DOWN' CLIPS IN CEILING 114 STORAGE CARPET 4" RUBBER GYP. BD. (PAINT) T —BAR, ACOUSTICAL ( *) 8' -0" EXISTING CEILING GRID TO REMAIN 115 CORRIDOR CONC. SEALER 4" RUBBER GYP. BD. (PAINT) T —BAR, ACOUSTICAL ( *) 8' -0" EXISTING CEILING GRID TO REMAIN 116 I EXTRA OFFICE CARPET 4" RUBBER GYP. BD. (PAINT) T —BAR, ACOUSTICAL ( *) 8' -0" EXISTING CEILING GRID TO REMAIN 117 1 ELEC. ROOM VCT 4" RUBBER GYP. BD. (PAINT) T —BAR, ACOUSTICAL ( *) 8' -0" EXISTING CEILING GRID TO REMAIN ROOM FINISH N _TOILET ACCESSORY SCHEDULE SETON MODEL #M4892 NO. CARPET 1. PROVIDE TRANSITION STRIP BETWEEN CARPET AND CONCRETE, COLOR, BLACK, SUBMIT SAMPLES DESIGN WEAVE MONTARA, COLOR: COBALT, DIRECT GLUE TO ARCHITECT FOR REVIEW PRIOR TO INSTALLATION. WITH 4" BURKE TOPSET BASE #323 'AMERICAN STANDARD' COMRADE T/ LAV. ® 34" AFF O36" VCT 2. PAINTING: (1) PRIMER, (2) COATS O STANDARD EXCELON #51836 WITH 4" BURKE TOPSET BASE #323 PROVIDE FINISH SAMPLES AND BRUSHOUTS TO ARCHITECT FOR REVIEW PRIOR TO APPLICATION.. CENTERLINE @ 33" AFF O VANITY MIRROR I PAINT -1 (WAREHOUSE WALLS) 3. ALL EXISTING WALLS TO BE PROPERLY CLEANED, PATCHED AND REPAIRED PRIOR TO ICI #2011 SOFT OFF —WHITE SATIN ENAMEL OR EQUAL APPLICATION OF NEW PAINT. PAPER TOWEL DISPENSER 'BOBRICK' #B -262 B/ @ 40" AFF O SOAP DISPENSER 'BOBRICK' #B -155 t a PAINT -2 (DOORS & FRAMES) 4. PROVIDE PIPE INSULATION ON SUPPLY AND DRAIN PIPING UNDER LAVATORIES. THERE SHALL ICI #2011, SOFT OFF —WHITE SEMIGLOSS ENAMEL BE NO SHARP OR ABRASIVE SURFACE UNDER LAVATORIES. PAINT -3 (OFFICE AREA) ICI #2011, SOFT OFF —WHITE OR EQUAL CONCRETE SEALER (WAREHOUSE FLOOR) *. : 'DAYTON SUPERIOR J -17. (ALL FLOOR PREP SHALL BE INCLUDED IN BASE BID.) _TOILET ACCESSORY SCHEDULE SETON MODEL #M4892 NO. DESCRIPTION MANUFACTURER MOUNTING HEIGHT OA WATER CLOSET 'AMERICAN STANDARD' CADET 11 T/ SEAT 17 " -19" AFF OLAVATORY INSTALL 'AMERICAN STANDARD' COMRADE T/ LAV. ® 34" AFF O36" GRAB BAR 'BOBRICK' #B- 6206 -36 CENTERLINE © 33" AFF O 42" GRAB BAR 'BOBRICK' #B- 6206 -42 CENTERLINE @ 33" AFF O VANITY MIRROR 'BOBRICK' #8- 293 -1830 (HDCP.) B/ MIRROR @ 38" AFF O TOILET PAPER HOLDER 'BOBRICK' #B -2730 B/ @ 24" AFF O PAPER TOWEL DISPENSER 'BOBRICK' #B -262 B/ @ 40" AFF O SOAP DISPENSER 'BOBRICK' #B -155 B/ @ 33" AFF 1. PROVIDE PIPING INSULATION BENEATH LAVATORY. cn 2. PROVIDE ADA /IAC COMPLIANT SIGNAGE AT TOILET DOORS. SEE 11A3.0. 3. ALL TOILET ROOM EQUIPMENT SHALL COMPLY WITH THE A.D.A. AND THE ILLINOIS ACC ESSIBILITY CODE. NEW CONC. SLAB 6" CONC. SLAB (3,000 1 W 6x6xW1.4xW1.4 WWF 6' (MIN.) COMPACTED GRANULAR FILL NEW UNDERGROUND PLUI SEE SHEET P -1. 3 1/4" = 1' -0" TAIL a T H PROVIDE #4 DOWELS Q 24" O.C. EACH SID EXISTING CONC. SLOB REMAIN. 1F c� r � 1/32" RAISED CHARACTERS GRADE 2 BRAILLE :►I_�i- 01 SERVER ROOM O RECEIVING 1 I i 111••� NOTES SETON MODEL #M4892 SETON MODEL #M4893 NOTES: SEAL 3 HINGES 1. SIGNAGE SHALL BE INSTALLED ON THE WALL ADJACENT TO LATCH SIDE OF DOOR. 2. INSTALL SIGNAGE 60" AFF TO CENTER OF SIGN. 3. SIGNAGE SHALL INCLUDE RAISED AND BRAILLED CHARACTERS 4. SIGNAGE SHALL BE COMPLIANT WITH THE ADA AND IAC. 5. COLORS: BLACK BACKGROUND, WHITE CHARACTERS :►I_�i- 01 SERVER ROOM O RECEIVING 1 I i 111••� NOTES REMOVE AND REWORK EXISTING MASONRY TO ACCOMMODATE NEW STEEL LINTEL. CONT. THR�U —WALL FLASHING WITH COTTON WEEP @ 32" O.C., TYP. 1 i 1 zi\ B/ STEEL LINTEL EL. +114' -0" I 1' 6 , (i 1 I i 5 I FINISH: 1 HARDWARE T DOOR SEAL: SS SET #1 SEAL 3 HINGES ALUMINUM FBB179 SMOKE 1 LOCKSET D50PD: RHODES w :1 ICLOSER 4041 1 1SET SMOKE SEAL S88D SET #2 N 1 LEVER LATCHSET D10S: RHODES 1 1FLOOR STOP 1214ES J N 1 LEVER LOCKSET D50PD: RHODES 1 FLOOR STOP 1214ES W Q cn O ¢ < \ 3 S }o-} O Z O w S Z LOUVER WHERE 3' -0" 7'- 0 "1 -3/4" S.C. WOOD A ALUM. LOUVERED DOOR — — 3 NEW SCHEDULED 2'- 0 "14' -0" — INSULATED STEEL B STEEL 3 1 OVERHEAD DOOR — /A3. — NEW REMOVE AND REWORK EXISTING MASONRY TO ACCOMMODATE NEW STEEL LINTEL. CONT. THR�U —WALL FLASHING WITH COTTON WEEP @ 32" O.C., TYP. 1 i 1 zi\ B/ STEEL LINTEL EL. +114' -0" I 1' 6 , (i 1 I i 5 I FINISH: 1 HARDWARE T DOOR SEAL: SS SET #1 SEAL 3 HINGES ALUMINUM FBB179 SMOKE 1 LOCKSET D50PD: RHODES :1 ICLOSER 4041 1 1SET SMOKE SEAL S88D SET #2 3 HINGES FBB179 1 LEVER LATCHSET D10S: RHODES 1 1FLOOR STOP 1214ES SET #3 3 `grINGES FB3179 1 LEVER LOCKSET D50PD: RHODES 1 FLOOR STOP 1214ES REMOVE AND REWORK EXISTING MASONRY TO ACCOMMODATE NEW STEEL LINTEL. CONT. THR�U —WALL FLASHING WITH COTTON WEEP @ 32" O.C., TYP. 1 i 1 zi\ B/ STEEL LINTEL EL. +114' -0" I 1' 6 , (i 1 I i 5 I FINISH: 1 (PAINT -2) DOOR SEAL: SS SOUND SEAL 2 ALUMINUM SM SMOKE SEAL PAINT EXISTING STEEL FRAMES AT VAN ACCESS DOOR LOCATION. COLOR TO BE "OSHA' SAFETY YELLOW. GENERAL HARDWARE/ DOOR NOTES US26D ST 1. ALL LATCH /LOCKSETS SHALL BE LEVER TYPE. ALL HARDWARE TO FUNCTION PROPERLY. 626 SCH ADJUST AS REQUIRED. HARDWARE MOUNTING HEIGHT TO COMPLY WITH ADA REQUIREMENTS. 689 LCN 2. PULL SIDE STRIKE EDGE :.DISTANCE OF 18" SHALL BE PROVIDED FOR INTERIOR DOORS, PEMKO WITH BOTH A LATCH & A CLOSER. 3. MOUNT ALL CLOSERS ON THE NON— PUBLIC SIDE OF DOORS, TYP. (U.O.N.) 4. ALL DOORS TO OPEN FLAT TO THE ADJACENT WALL (U.O.N.) 5. COORDINATE ALL LOCKING, LATCHING, AND KEYING REQUIREMENTS FOR THE BUILDING USE US26D ST WITH THE CONSTRUCTION MANAGER. G.C. TO INSTALL CONSTRUCTION CORES ON ALL 626 SCH KEYED DOOR LOCATIONS. 626 TRM 6. THE MAXIMUM FORCE REQUIRED TO OPERATE DOORS SHALL BE: INTERIOR DOORS: 5'LBS,; EXTERIOR DOORS: 8.5 LBS.; FIRE RATED DOORS: 15 LBS. 7. ALL EXIT DOORS TO BE OPENABLE FROM INSIDE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT. US10B ST 8. CONTRACTOR TO SUBMIT SPECIFICATION OF HARDWARE FOR REVIEW PRIOR TO PURCHASING. 626 SCH 9. UNDERCUT NEW DOORS AS REQUIRED TO OPERATE SMOOTHLY OVER FINISHED FLOOR SURFACES. 626 TRM /t `erv)�jD ACi SMOOTH SLOPED CONC. WASH FAI.i I 10 IUbA, JI?. 6 "0, CONC. FILLED, STANDARD 001,012917 PIPE. PAINT OSHA YELLOW (2 HIGH LIFT DOOR TRACK AND COATS MIN.). SILICONE SEALANT MOUNTING HDWR BY DOOR o AT BASE. INSTALLATION CONTRACTOR. SAWCUT EXISTING CONC. SLAB FOR NEW BUMPER POST.`' e . STEEL LINTEL. PAINT EXPOSED Interior Architecture STEEL SURFACES PROVIDE Interior Design Facilities Planning GALVANIZED MASONRY TIES @ '32" O.C. HORIZONTALLY BOTH SIDES BENT PLATE. STEEL JAMB BOTH ° NO. 6 BAR, 10" LONG EACH 96 N. Second St. San Jose, Co. 95113 SIDES W/ (3) 1/2 "0 EXPANSION WAY THRU PIPE (408) 288 7833 ANCHORS EACH SIDE (PAINT). 12 "0 CONCRETE BASE Emmm ReelGrobman NFW w4iil ATFn` nnnR CEE 1 G. C. TO REVIEW EXISTING CONDITIONS LINTEL DETAIL PIAL711 K W"A' Jet. ! r� h�Cf ;P)r Is \O�r• Interior Architecture Interior Design Facilities Planning 96 N. Second St. San Jose, Co. 95113 (408) 288 7833 tp 'W4v ReelGrobman 6376 OAKTON STREET MORTON GROVE, IL PLUMBING CRITERIA PLAN 11 x C OFFICE MANAGER STATION 1 Q,� n WHITE, PEBBLED FRP TO +96° A.F.F. plain umCZgINImI CONFERENCE WORKSTATION 50 PAIR FEEDER TO THE ENTIRE INSTALLATION SHALL CONFORM TO THESE SPECIFICATION AND TO a� n ORIGINAL MPOE FOR RO tli N I EXTENSION. KCE'JL_4�,�� NOTES INDICATED ON THE DRAWINGS, RUN ALL RACEWAYS PARALLEL AND /OR PERPENDICULAR TO BUILDING WALLS, STORAGE ROOM -PROVIDE 200 C.F.M. CEWNG FAN WITH THERMOSTATIC CONTROL TIME CLOCK VESTIBULE DESIGN /BUILD NOTE: INFORMATION CONTAINED WITHIN THESE DOCUMENTS RELATING TO THE DESIGN 4ND CONSTRUCTION OF THE MECHCANICAL, PLUMBING AND ELECTRICAL DISCIPLINES IS SHOWN FOR IREFERENCE ONLY. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND CONSTRUCTION OF SAID SYSTEMS IN COMPLIANCE WITH APPLICABLE CODES AND ORDINANCES. THIS WORK IS DESIGN /BUILD. EXTRA ROOM (y L 1J] 9 A.x 1` SECURE ALL SUPPORTS TO BUILDING STRUCTURE AS REQUIRED, SUPPORT e DEVICES HORIZONTAL RUNS OF METALLIC RACEWAYS NOT MORE THAN 10' APART. SUPPORT RACEWAY RISERS AT EACH FLOOR LEVEL RUN EXPOSED RACEWAYS DUPLEX RECEPTACLES FOR WALL CONVENIENCE OUTLETS SHALL BE 2 POLE, 3 PARALLEL WITH OR AT RIGHT ANGLES TO WALL, WIRE, GROUNDED, 20 AMP, 'NEMA CONFIGURATION 5 -20R, BASE BUILDING STANDARD COLOR OR, AS APPROVED BY ARCHITECT. SUPPORT JUNCTION AND PULL BOXES INDEPENDENTLY TO BUILDING STRUCTURE 'WITH NO WEIGHT BEARING ON RACEWAYS. Interior Architecture - Interior Design ' Facilities Planning ALL ANCHORS, FASTENERS, CLAMPS, ETC„ SHALL BE MADE OF STEEL AND SHALL NOT CONTAIN ANY LEAD, WOOD, PLASTIC, ETC. RACEWAYS 96 N. Second St. BRANCH CIRCUIT WIRING ABOVE HUNG CEILINGS AND IN ACCESSIBLE San Jose, Ca. 95113 LOCATIONS SHALL BE RUN IN ELECTRIC METALLIC TUBING (EMT) SUPPORTED (408) 266 7833 BY STAND-OFFS. THE EMT SHALL BE OF MILLED STEEL TUBING, THE A INTERIOR OF THE TUBING SHALL BE COATED WITH A SUITABLE PAINT OR " R 8 @lG1 O b m a n LACQUER ',COMPRESSION TYPE CONNECTORS SHALL BE USED FOR ALL EMT MORTON GROVE CONNECTIONS ,SEALTITE FLEXIBLE CONDUIT FIR VIBRATING EQUIPMENT (MOTORS, TRANSFORMERS, ETC ), BRANCH CIRCUIT WIRING WITHIN , INACCESSIBLE LOCATIONS TO BE RUN IN RIGID STEEL OR IMC TRANSFER AT C+L L� D 7 1 A l 1 ®1V ! ii 11l�ii1LVV S LER 1 1 1 IV MTNTMIIM CT7F CnNIDITT ".1/?' (IINI FCC HTNFRWTRF Nf1TL111 THE ENTIRE INSTALLATION SHALL CONFORM TO THESE SPECIFICATION AND TO a� n SYMBOLS . RO tli N I Q O EQUIP NOTES INDICATED ON THE DRAWINGS, RUN ALL RACEWAYS PARALLEL AND /OR PERPENDICULAR TO BUILDING WALLS, VOLT �1 A 4T CONN. TWO ENT - GENERAL HORIZONTAL OR CROSS RUNS IN FULL HEIGHT PARTITIONS AND WALLS NOT 20A GKT. . DOOR HEATERS 1 J -BOX, INSTAIIID IN OUADRIPLEX OUTLET FOUR PLEX PERMITTED, Q011l STORAGE HEATED - EQUIPMENT 120 OUTZ 15' ALL ELECTRICAL WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE SWITCH INGTALLED ® 4 PlD( - —crE IJ COLD STDRAGE PROVIDE SEPARATE RACEWAYS FOR CONDUCTORS OF NORMAL AND EMERGENCY NATIONAL ELECTRICAL CODE, AND AUTHORITIES HAVING JURISDICTION, IN EQUIPMENT PHONE/DATA LINE 2 DATA, 2 PHONE VAPOR PRQDFG ® CIRCUITS. ® SPECS DATA - 16" DATA LINE D E LU CA ® Z UWALA ALL EQUIPMENT SHALL BE NEW AND U. L. APPROVED. BOXES: PROVIDE BARRIERS BETWEEN EMERGENCY AND NORMAL WIRING, 20A GKT. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC. SIZE AND LOCATION OF RUN ALL CONDUIT CONCEALED IN FINISHED AREAS UNLESS INDICATED ON THE ASSOCIATES, INC. 15" - EQUIPMENT AND WIRING ARE SHOWN TO SCALE WHERE POSSIBLE, BUT MAY BE DRAWINGS. 17W220 TWENTY sECaMO STREET eUITE aaO O DISTORTED FOR CLARITY ON THE DRAWINGS, FINAL LOCATIONS OF OUTLETS OAKBROOK TERRACE, ILLINOIS 60181 20A GKL AND EQUIPMENT SHALL BE AS SHOWN IN ENLARGED DETAILS OR AS APPROVED PHONE: (630)993-0180 FAX: (6303993-0181 40" BY THE ARCHITECT OR HIS REPRESENTATIVE, IT IS NUT WITHIN THE SCOPE • OF DRAWINGS TO SHOW ALL THE NECESSARY BENDS, OFFSETS, PULL BOXES WIRE AND CABLE 20A GKT. AND OBSTRUCTIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AssocwTES, wc. HITECT SHALL BE DEEMED THE AUTHOR OF 40" TO INSTALL HIS WORK TO CONFORM TO THE STRUCTURE, MAINTAIN HEAD -ROOM ALL WIRE AND CABLE SHALL BE COPPER ONLY WITH TYPE 'THHN', 'THWN, OR E2EIUCA.ZUWALA CUMENTS AND SHALL RETAIN ALL COMMON LAW, O AND KEEP OPENINGS AND PASSAGEWAYS CLEAR, 'XHHW', 600 VOLT INSULATION. MINIMUM WIRE SIZE TO BE #12 AWG Y AND OTHER RIGHTS, INCLUDING COPYRIGHT. 20A GKT EXCEPT FOR CONTROL WIRE. ALL #8 AWG WIRE AND LARGER SHALL BE AN 18" THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SITE AND SHALL COMPARE STRANDED, ALL #10 AWG AND SMALLER SHALL BE SOLID THE AMPACITIES Rev. No. Description Dote: • THE DRAWINGS WITH EXISTING ELECTRICAL INSTALLATIONS, AND SHALL OF WIRE AND CABLE SHALL BE BASED ON THE ALLOWABLE AMPACITIES OF THW 9 20.1 AMP5 200 3 THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS WITHIN WIRE. W/I COOLER REFRIG. ISSUED FOR BID 04/24/00 • THE SCOPE OF HIS WORK; BY THE ACT OF SUBMITTING A BID, THE 30.7 AMPS AND PERMIT 3 120" CONTRACTOR WILL HAVE DEEMED TO HAVE MADE SUCH EXAMINATION AND TO FACTORY COLOR CODING FOR WIRE AND CABLE SHALL BE AS FOLLOWS: • II HAVE ACCEPTED SUCH CONDITIONS, AND TO HAVE MADE ALLOWANCE THEREFORE 120/208V- BLACK, RED, BLUE, WHITE, FOR PHASES A, B, C AND NEUTRAL, 120 1 1 20" 1 W11 LT5 OR HEATEIR, MI5 IN PREPARING HIS BID, RESPECTIVELY, 277 /48OV- BROWN, ORANGE, YELLOW, WHITE FOR PHASES A, • 12 20A GKT 200 51 IB" B, C AND NEUTRAL, RESPECTIVELY, CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WITH ALL TRADES AND 13 20A GKT. ;: 120 ELECTRICAL REFERENCES ON ARCHITECTURAL DRAWINGS. 12" 'ONDEN5ATE PUMP • VERIFY LOCATIONS OF ALL ELECTRICAL EQUIPMENT 'WITH ARCHITECTURAL ! GRUUND WIRES SHALL BE GREEN, 14 DRAWINGS AND INTERIOR DETAILS AND FINISHES IN CENTERING OUTLETS NOT USED AND LOCATING BOXES AND OUTLETS, ALLOW FOR OVERHEAD PIPES, DUCTS, } WIRE COLOR CODING: WHERE COLOR -CODED CABLE IS NOT AVAILABLE, - Nor USED AND MECHANICAL EQUIPMENT, VARIATIONS IN FIRE PROOFING AND CERTIFY IN WRITING AND REQUEST PERMISSION FOR OVERLAP COLOR TAPING 16 PLASTERING, WINDOW AND DOOR TRIM, PANELING, HUNG CEILINGS AND THE CONDUCTORS (MINIMUM LENGTH 6'0 IN ACCESSIBLE LOCATIONS, COLOR NOT U5ED LIKE, "AND CORRECT ANY INACCURACY RESULTING FROM SAILORS TO DO SO CODING, ONCE SELECTED, MUST BE USED CONSISTENTLY FOR THE ENTIRE WITHOUT EXPENSE TO OWNER, PROJECT, FURNISH AND INSTALL WIRING FOR EQUIPMENT FURNISHED BY OTHERS, AS LEAVE WIRE SUFFICIENTLY LONG TO PERMIT MAKING FINAL CONNECTIONS, SHOWR ON DRAWINGS. COORDINATE WITH OTHER TRADES OR DETAILS FOR IN RACEWAY OVER 10' IN WHICH WIRING IS NOT INSTALLED FURNISH FISH \ INSTALLATION, THE TERM 'WIRING', AS USED HEREIN, INCLUDES WIRE. FURNISHINGS AND INSTALLING CONDUIT, 'WIRE, JUNCTION BOXES, /) DISCONNECTS AND MAKING CONNECTIONS, CHECK ARCHITECTURAL AND MECHANICAL DRAWINGS AND SPECIFICATIONS FOR EQUIPMENT TO BE INSTALLED BY OTHERS ` BE RESPONSIBLE FOR 'PROPER WIRING AND ALL WIRES SHALL BE IDENTIFIED BY CIRCUIT NUMBERS IN ALL CABINETS, NECESSARY ELECTRICAL ADJUSTMENTS TO EQUIPMENT TO CONFORM TO BOXES;' WIRING TROUGHS, OTHER ENCLOSURES, AT ALL SPLICES, SPECIFIED REQUIREMENTS:OF THE EQUIPMENT " 4 TERMINATION POINTS, ETC. SECURE AND PAY ALL PERMITS AND FEES NECESSARY FOR EXECUTION AND OUTLET JUNCTION AND PULL BOXES COMPLETION OF ELECTRICAL WORK. (REIMBURSABLE BY OWNER) COMPLETE ELECTRICAL INSTALLATIDN IN ANY PLENUM RETURN CEILING AREA I ALL OUTLET BOXES SHALL BE CODE GAUGE, HOT DIPPED GALVANIZED STAMPED SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE AND LOCAL STEED CODE AUTHORITY REQUIREMENTS.�2�f� THE CONTRACTOR SHALL DO ALL CUTTING AND PATCHING OF THE EXISTING \ CONSTRUCTION WORK WHICH MAY BE REQUIRED FOR THE PROPER INSTALLATION OUTLET BOXES FOR RECEPTACLES AND SWITCHES IN DRY WALL PARTITION ATV Af G' OF THE ELECTRICAL WORK, ALL PATCHING SHALL BE OF THE SAME SHALL BE 4' SQUARE BY 1 1 12' MINIMUM DEPTH AND SHALL BE FITTED WITH /I MATERIALS, WORKMANSHIP AND FINISH AND SHALL ACCURATELY MATCH ALL SQUARE CORNERED DEVICE COVERS AND DEPTH EQUAL TO THE DRY WALL @ SURROUNDING WORK. i THICKNESS, y W1117I' M WD".. �W. 1 AFTER COMPLETION OF WORK UNDER THIS SECTION, CLEAN -UP RESULTANT DEBRIS FROM THIS WORK AND REMOVE FROM THE SITE HEIGHTS OF OUTLET FROM FINISHED FLOOR TO CENTERLINE OF OUTLETS 6i0101'9 I� p SHALL BE 15EXCEPTIONS: AT JUNCTION OF DIFFERENT ' WALL FINISH MATERIALS OR MOLDING OR BREAK IN WALL SURFACE IN ° DISTRIBUTION EQUIPMENT; VIOLATION OF CODE REQUIREMENTS, ��� 0j 4L� BACK -TO -BACK OUTLETS SHALL BE OFFSET. THROUGH THE WALL TYPE IS NOT A 1 io �l CIRCUIT DIRECTORY SHALL BE PROVIDED ON THE INSIDE OF THE PERMITTED. DOOR. UPON COMPLETION OF THE PROJECT, THE DIRECTORY SHALL BE TYPEWRITTEN INDICATING THE SERVICE CONTROLLED BY EACH SUPPORTS CIRCUIT, I SECURE ALL SUPPORTS TO BUILDING STRUCTURE AS REQUIRED, SUPPORT e DEVICES HORIZONTAL RUNS OF METALLIC RACEWAYS NOT MORE THAN 10' APART. SUPPORT RACEWAY RISERS AT EACH FLOOR LEVEL RUN EXPOSED RACEWAYS DUPLEX RECEPTACLES FOR WALL CONVENIENCE OUTLETS SHALL BE 2 POLE, 3 PARALLEL WITH OR AT RIGHT ANGLES TO WALL, WIRE, GROUNDED, 20 AMP, 'NEMA CONFIGURATION 5 -20R, BASE BUILDING STANDARD COLOR OR, AS APPROVED BY ARCHITECT. SUPPORT JUNCTION AND PULL BOXES INDEPENDENTLY TO BUILDING STRUCTURE 'WITH NO WEIGHT BEARING ON RACEWAYS. Interior Architecture - Interior Design ' Facilities Planning ALL ANCHORS, FASTENERS, CLAMPS, ETC„ SHALL BE MADE OF STEEL AND SHALL NOT CONTAIN ANY LEAD, WOOD, PLASTIC, ETC. RACEWAYS 96 N. Second St. BRANCH CIRCUIT WIRING ABOVE HUNG CEILINGS AND IN ACCESSIBLE San Jose, Ca. 95113 LOCATIONS SHALL BE RUN IN ELECTRIC METALLIC TUBING (EMT) SUPPORTED (408) 266 7833 BY STAND-OFFS. THE EMT SHALL BE OF MILLED STEEL TUBING, THE A INTERIOR OF THE TUBING SHALL BE COATED WITH A SUITABLE PAINT OR " R 8 @lG1 O b m a n LACQUER ',COMPRESSION TYPE CONNECTORS SHALL BE USED FOR ALL EMT MORTON GROVE CONNECTIONS ,SEALTITE FLEXIBLE CONDUIT FIR VIBRATING EQUIPMENT (MOTORS, TRANSFORMERS, ETC ), BRANCH CIRCUIT WIRING WITHIN , INACCESSIBLE LOCATIONS TO BE RUN IN RIGID STEEL OR IMC TRANSFER AT C+L L� D 7 1 A l 1 ®1V ! ii 11l�ii1LVV S LER 1 1 1 IV MTNTMIIM CT7F CnNIDITT ".1/?' (IINI FCC HTNFRWTRF Nf1TL111 ELECTRICAL SCHEDULE ' a� n SYMBOLS . RO tli N EDUPMENT DEeCWTIDN Q O EQUIP CONN LOAD VOLT `, Hf 4T CONN. TWO ENT - ODURET 20A GKT. . DOOR HEATERS 1 J -BOX, INSTAIIID IN OUADRIPLEX OUTLET FOUR PLEX m Q011l STORAGE HEATED - EQUIPMENT 120 OUTZ 15' PRESSURE RELIEF SWITCH INGTALLED ® 4 PlD( - —crE IJ COLD STDRAGE IN EQUIPMENT PHONE/DATA LINE 2 DATA, 2 PHONE VAPOR PRQDFG ® POWER OUTLET ® SPECS DATA - 16" DATA LINE 3 PWSE 14 DATA 2 PHONE 20A GKT. 920 ELECTRICAL SCHEDULE ' a� n RO tli N EDUPMENT DEeCWTIDN ro O CONN LOAD VOLT F11 Hf 4T R9P I 20A GKT. . 120 1 40" OUADRIPLEX OUTLET • 2 T50W 120 1 15' DUPLEX OUTLET; O 3 EMPTY J -FOX - 18" PHONE/DATA LINE 4 EMI 'FOX IY 16" DATA LINE 5 20A GKT. 920 1 15" - DUPLEX OUTLET O 6 20A GKL .120. 1 40" GOFFEE BREWER • "I 20A GKT. 120 40" MIGROAAVE OVEN O H 20A GKT 120 _1 1 18" REPRI6ERATOR • 9 20.1 AMP5 200 3 120" W/I COOLER REFRIG. • 10 30.7 AMPS 200 3 120" !YVI FREEZER REFRIG. • II 20A GKL 120 1 1 20" 1 W11 LT5 OR HEATEIR, MI5 • 12 20A GKT 200 51 IB" 1SG1550R DOCK • 13 20A GKT. ;: 120 1 12" 'ONDEN5ATE PUMP • 14 NOT USED 15 - Nor USED 16 NOT U5ED