HUMBOLDT · contractor provide containers f對or any hazardous waste generated by this work. contractor will manifest and be responsible for all hazardous waste. 17. interru\t and/or
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PROJECT LOCATION JENKINS HALL B-7 50 50 40> 30> 20> 10> 40> 30> 20> 10> <40 <30 <20 <10 <40 <30 <20 <10 HUMBOLDT HUMBOLDT Southern California Office Northern California Office 5000 Executive Parkway, Suite 430 San Ramon, CA 94583 Telephone: 925-277-3050 / Facsimile: 925-824-0102 17731 Cowan Irvine, CA 92614 Telephone: 949-224-1590 / Facsimile: 949-261-8681 1 HARPST STREET ARCATA, CA 95521 Tel. (707) 826-3646 HUMBOLDT STATE UNIVERSITY JENKINS HALL RENOVATION SCOPE OF WORK CAMPUS MAP PROJECT REQUIREMENTS JENKINS HALL RENOVATION PROJECT TITLE SHEET T0.1 LIST OF APPLICABLE CODES AND REGULATIONS
1. IT IS THE INTENT OF THESE DOCUMENTS THAT A COMPLETE AND WORKABLE INSTALLATION IT IS THE INTENT OF THESE DOCUMENTS THAT A COMPLETE AND WORKABLE INSTALLATION BE PROVIDED. TO THIS END, THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, SUPERVISION, TRANSPORTATION, WAREHOUSING, AND OTHER SERVICES REQUIRED TO COMPLETE THE WORK IN AN EFFICIENT AND TIMELY MANNER. 2. ALL WORK, INCLUDING MATERIALS AND WORKMANSHIP, SHALL CONFORM WITH ALL FEDERAL, ALL WORK, INCLUDING MATERIALS AND WORKMANSHIP, SHALL CONFORM WITH ALL FEDERAL, STATE AND LOCAL CODES AND REGULATIONS, AND THE FOLLOWING CODES, STANDARDS AND REGULATIONS: 3. REFER TO THE 2019 CALIFORNIA FIRE CODE (CFC) CHAPTER 33 FOR FIRE SAFETY DURING REFER TO THE 2019 CALIFORNIA FIRE CODE (CFC) CHAPTER 33 FOR FIRE SAFETY DURING CONSTRUCTION. 4. CONTRACTOR SHALL FURNISH, INSTALL/ERECT AND MAINTAIN FOR THE DURATION OF HIS CONTRACTOR SHALL FURNISH, INSTALL/ERECT AND MAINTAIN FOR THE DURATION OF HIS WORK, ALL GUARD RAILS, LIGHTS, WARNING SIGNS, STAGING, VENTILATION, ETC. REQUIRED BY LOCAL AND STATE LAWS AND ORDINANCES, INCLUDING THE SAFETY ORDERS OF OSHA. 5. CONTRACTOR SHALL PROTECT EXISTING BUILDINGS AND FACILITIES FROM DAMAGE. ANY CONTRACTOR SHALL PROTECT EXISTING BUILDINGS AND FACILITIES FROM DAMAGE. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE UNIVERSITY'S SATISFACTION AND AT NO ADDITIONAL EXPENSE TO THE UNIVERSITY. 6. DO NOT SCALE DRAWINGS. BEFORE PROCEEDING WITH THE WORK, CONTRACTOR SHALL DO NOT SCALE DRAWINGS. BEFORE PROCEEDING WITH THE WORK, CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, SIZES, REQUIRED CLEARANCES AND SHALL ASSUME FULL RESPONSIBILITY FOR THE FITTING OF ALL EQUIPMENT AND MATERIALS HEREIN REQUIRED TO OTHER PARTS OF THE WORK AND TO THE WORK OF OTHER TRADES. 7. ALL MATERIAL REMOVED AND NOT SCHEDULED FOR REUSE SHALL BECOME THE PROPERTY ALL MATERIAL REMOVED AND NOT SCHEDULED FOR REUSE SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND THE CONTRACTOR SHALL LEGALLY DISPOSED OF AND TRANSPORT THIS MATERIAL OFF-SITE. 8. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND BECOME THOROUGHLY FAMILIAR WITH CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID AND BECOME THOROUGHLY FAMILIAR WITH THE EXISTING CONDITIONS. BY THE ACT OF SUBMITTING A BID, THE CONTRACTOR ACCEPTS THE WORKING CONDITIONS. 9. COMPLY WITH ALL CONTRACT DOCUMENTS IN LAYING OUT THIS WORK AND EQUIPMENT. COMPLY WITH ALL CONTRACT DOCUMENTS IN LAYING OUT THIS WORK AND EQUIPMENT. COORDINATE THIS WORK WITH THE WORK OF OTHER TRADES AND ALL JOB CONDITIONS. 10. HAVE A COMPETENT SUPERINTENDENT PRESENT AT THE JOB SITE AT ALL TIMES, WITH HAVE A COMPETENT SUPERINTENDENT PRESENT AT THE JOB SITE AT ALL TIMES, WITH AUTHORITY TO ACT FOR THE CONTRACTOR. 11. ALL CONTRACTOR PERSONNEL WILL BE RESTRICTED TO THE PARTICULAR JOB SITE OF THIS ALL CONTRACTOR PERSONNEL WILL BE RESTRICTED TO THE PARTICULAR JOB SITE OF THIS CONTRACT. 12. PROVIDE ALL NEW AND HIGH QUALITY MATERIALS. PROVIDE ALL NEW AND HIGH QUALITY MATERIALS. 13. FURNISH, DELIVER, AND INSTALL WITHOUT ADDITIONAL COST TO THE UNIVERSITY, ANY FURNISH, DELIVER, AND INSTALL WITHOUT ADDITIONAL COST TO THE UNIVERSITY, ANY APPARATUS, APPLIANCE, DEVICES, MATERIAL, OR WORK NOT SHOWN ON DRAWINGS BUT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, OR ANY INCIDENTAL ACCESSORIES NECESSARY TO MAKE THE WORK COMPLETE AND PERFECT IN ALL RESPECTS AND READY FOR TESTING AND OPERATION, EVEN IF NOT PARTICULARLY SPECIFIED. 14. MAINTAIN A DAILY RECORD OF ALL DEVIATIONS FROM THE BID DRAWINGS. RECORD ALL MAINTAIN A DAILY RECORD OF ALL DEVIATIONS FROM THE BID DRAWINGS. RECORD ALL DIMENSIONS AND OTHER INFORMATION NECESSARY TO COMPLETELY EXPLAIN AND LOCATE ALL ELEMENTS OF THESE DEVIATIONS. SUBMIT TO THE UNIVERSITY'S REPRESENTATIVE UPON COMPLETION OF WORK, ONE COMPLETE SET OF THE MARK-UPS THAT REFLECT "AS-BUILT" CONDITIONS OF THE WORK. 15. AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL OR AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL OR RUBBISH; MAINTAIN THE WORK AREA IN A NEAT, ORDERLY MANNER, AND LEAVE THE PREMISES IN A BROOM-CLEAN CONDITION AT THE END OF EACH DAY. FURNISH TRASH BINS AND PROPERLY TRANSPORT AND DISPOSE OF ALL WASTE MATERIAL. 16. PROVIDE CONTAINERS FOR ANY HAZARDOUS WASTE GENERATED BY THIS WORK. CONTRACTOR PROVIDE CONTAINERS FOR ANY HAZARDOUS WASTE GENERATED BY THIS WORK. CONTRACTOR WILL MANIFEST AND BE RESPONSIBLE FOR ALL HAZARDOUS WASTE. 17. INTERRUPT AND/OR SHUTDOWN EXISTING SERVICES ONLY WITH THE APPROVAL OF AND AT INTERRUPT AND/OR SHUTDOWN EXISTING SERVICES ONLY WITH THE APPROVAL OF AND AT TIMES DESIGNATED BY THE UNIVERSITY. UNIVERSITY. . 18. UPON COMPLETION OF WORK, DEMONSTRATE TO THE UNIVERSITY'S SATISFACTION THE UPON COMPLETION OF WORK, DEMONSTRATE TO THE UNIVERSITY'S SATISFACTION THE UNIVERSITY'S SATISFACTION THE 'S SATISFACTION THE OPERATION OF THE INSTALLED EQUIPMENT AND SYSTEMS TO THE INTENT OF THE DESIGN. 19. CONTRACTOR TO COORDINATE WITH UNIVERSITY ENVIRONMENTAL HEALTH AND SAFETY'S CONTRACTOR TO COORDINATE WITH UNIVERSITY ENVIRONMENTAL HEALTH AND SAFETY'S UNIVERSITY ENVIRONMENTAL HEALTH AND SAFETY'S ENVIRONMENTAL HEALTH AND SAFETY'S ASBESTOS AND LEAD ABATEMENT PRIOR TO CONSTRUCTION / DEMOLITION. 20. GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE UNIVERSITY. DURING THIS PERIOD, REPAIR AND/OR REPLACE TO THE UNIVERSITY'S SATISFACTION, ANY DEFECT FOUND IN MATERIAL OR WORKMANSHIP, AT THE CONTRACTOR'S EXPENSE. 21. HAZARDOUS MATERIAL REPORT FOR THIS PROJECT IS INCLUDED IN THE BID DOCUMENTS. HAZARDOUS MATERIAL REPORT FOR THIS PROJECT IS INCLUDED IN THE BID DOCUMENTS. 22. FURNITURE WHIPS TO BE INCLUDED FOR ALL WORK STATIONS. FURNITURE WHIPS TO BE INCLUDED FOR ALL WORK STATIONS.
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CALIFORNIA BUILDING CODE (CBC) - 2019 EDITION AMERICAN CONCRETE INSTITUTE (ACI) - ACI 318-08 ALL APPLICABLE LOCAL, STATE AND FEDERAL LAWS AND REGULATIONS 2019 CALIFORNIA BUILDING CODE (CBC) TITLE 24, PART 2, CCR 2019 CALIFORNIA ELECTRICAL CODE (CEC) TITLE 24, PART 3, CCR 2019 CALIFORNIA MECHANICAL CODE (CMC) TITLE 24, PART 4, CCR 2019 CALIFORNIA PLUMBING CODE (CPC) TITLE 24, PART 5, CCR 2019 CALIFORNIA FIRE CODE (CFC) TITLE 19, DIVISION 1 SFM Regs. and CAC 2019 NFPA 13 - INSTALLATION OF FIRE SPRINKLERS. 2019 NFPA 72 - NATIONAL FIRE ALARM CODE.
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EXTERIOR IMPROVEMENTS SURROUNDING JENKINS HALL ARE GENERALLY RELATED TO ACCESS AND EGRESS AT THE EXISTING NORTH, EAST, AND SOUTH ENTRANCES. SIDEWALK RAMPS AT THE SOUTHEAST CORNER OF B STREET AND LAUREL DRIVE WILL BE DESIGNED TO BE UPGRADED TO CURRENT ACCESSIBILITY STANDARDS AS WELL AS THE SIDEWALK RAMP AND PARTIAL CROSSING ON LAUREL DRIVE NEAREST THE NORTHWEST CORNER OF THE PHYSICAL SCIENCE BUILDING. THE ACCESSIBLE ROUTE FROM THE PARKING AREA ON LAUREL DRIVE TO THE EAST ENTRANCE AND THE PROPOSED NEW ELEVATOR WILL ALSO BE DESIGNED TO BE IMPROVED TO CURRENT STANDARDS. THERE ARE PLANS TO IMPROVE THE NORTH AND WEST SIDES OF THE B STREET AND LAUREL LANE INTERSECTION AS PART OF A SEPARATE PROJECT. IT IS PROPOSED TO EXPAND ON THIS IMPROVEMENT PLAN FOR THE SOUTH AND EAST CROSSWALKS. WITH THE EXCEPTION OF AN IMPROVED SIDEWALK RAMP, THE SIDEWALK BETWEEN THE SOUTHEAST CORNER OF THE B STREET/LAUREL LANE INTERSECTION TO THE NORTHEAST CORNER OF JENKINS HALL IS PROPOSED TO REMAIN. A NEW SIDEWALK IS PROPOSED FROM THE NORTHEAST CORNER OF THE JENKINS HALL TO THE PROPOSED ELEVATOR ADDITION AT THE EAST ENTRANCE. THE IMPROVED ACCESSIBLE ROUTE BETWEEN THE LAUREL LANE ACCESSIBLE PARKING SPACE TO THE EAST ENTRANCE WILL REQUIRE A NUMBER OF EXTENSIONS AND LANDINGS TO THE EXISTING RAMP NEAR THE NORTHWEST CORNER OF THE PHYSICAL SCIENCE BUILDING AND CONTINUE WITH A SWITCHBACK IN ORDER TO REACH THE EAST ENTRANCE. A NEW SIDEWALK, NOT COMPLIANT TO ACCESSIBILITY STANDARDS, IS PROPOSED TO IMPROVE EXTERIOR PEDESTRIAN CIRCULATION BETWEEN THE EAST AND SOUTH ENTRANCES. HERE A NEW ACCESSIBLE PATH WILL BE DESIGNED TO IMPROVE ACCESSIBILITY BETWEEN THE SOUTH ENTRANCE AND THE VEHICULAR DRIVE AND SERVES THE SOUTH SIDE OF JENKINS HALL.
REFER TO ENLARGED PLANS FOR ADDITIONAL INFORMATION
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362S125-30 METAL STUDS AT 24" O.C. WITH LAYER OF 5/8" THICK GYPSUM BOARD ON BOTH SIDES OF THE PARTITION WITH 3" SOUND BATT INSULATION INSULATION. LEVEL IV FINISH - PRIME AND PAINT
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FIRE RATED WALL 362S125-30 METAL STUDS AT 24" O.C. WITH LAYER OF 5/8" THK TYPE "X" GYPSUM BOARD ON BOTH SIDES OF THE PARTITION WITH SOUND BATT INSULATION INSULATION. LEVEL IV FINISH - PRIME AND PAINT GA FILE NO. WP1072
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EXISTING CONCRETE WALL
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EXISTING EXTERIOR CONCRETE WALL
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COPYRIGHT C 2019 AEPC GROUP, LLC
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A
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B
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1. UNLESS OTHERWISE NOTED ALL ITEMS EXISTING TO REMAIN AND UNLESS OTHERWISE NOTED ALL ITEMS EXISTING TO REMAIN AND CONTRACTOR SHALL PROTECT IN PLACE DURING CONSTRUCTION. 2. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO DRILLING COLUMN PILLARS OR BOLLARD PILLARS.
362S125-30 METAL STUDS AT 24" O.C. WITH LAYER OF 5/8" THICK GYPSUM BOARD ON BOTH SIDES OF THE PARTITION WITH 3" SOUND BATT INSULATION INSULATION. LEVEL IV FINISH - PRIME AND PAINT
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FIRE RATED WALL 362S125-30 METAL STUDS AT 24" O.C. WITH LAYER OF 5/8" THK TYPE "X" GYPSUM BOARD ON BOTH SIDES OF THE PARTITION WITH SOUND BATT INSULATION INSULATION. LEVEL IV FINISH - PRIME AND PAINT GA FILE NO. WP1072
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EXISTING CONCRETE WALL
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COPYRIGHT C 2019 AEPC GROUP, LLC
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1. UNLESS OTHERWISE NOTED ALL ITEMS EXISTING TO REMAIN AND UNLESS OTHERWISE NOTED ALL ITEMS EXISTING TO REMAIN AND CONTRACTOR SHALL PROTECT IN PLACE DURING CONSTRUCTION. 2. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO DRILLING COLUMN PILLARS OR BOLLARD PILLARS.
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Southern California Office
Northern California Office
5000 Executive Parkway, Suite 430
San Ramon, CA 94583
Telephone: 925-277-3050 / Facsimile: 925-824-0102
17731 Cowan
Irvine, CA 92614
Telephone: 949-224-1590 / Facsimile: 949-261-8681
1 HARPST STREET
ARCATA, CA 95521
Tel. (707) 826-3646
HUMBOLDT
STATE
UNIVERSITY
JENKINS HALL
RENOVATION
NORTH ELEVATION
-
A
KEY NOTES:
GENERAL NOTES:
SOUTH ELEVATION
-
B
A3.1
NORTH AND SOUTH
ELEVATIONS
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(E) EXTERIOR WALL - PROTECT IN PLACE, REPRIME & REPAINT
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1. UNLESS OTHERWISE NOTED ALL ITEMS EXISTING TO UNLESS OTHERWISE NOTED ALL ITEMS EXISTING TO REMAIN AND CONTRACTOR SHALL PROTECT IN PLACE DURING CONSTRUCTION. 2. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO DIGGING FOR NEW FOUNDATIONS.
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(N) CONCRETE ROOF TILES ON (E) ROOF FRAME - SEE STRUCTURAL
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EDCBA
ABCDEF
Southern California Office
Northern California Office
5000 Executive Parkway, Suite 430
San Ramon, CA 94583
Telephone: 925-277-3050 / Facsimile: 925-824-0102
17731 Cowan
Irvine, CA 92614
Telephone: 949-224-1590 / Facsimile: 949-261-8681
1 HARPST STREET
ARCATA, CA 95521
Tel. (707) 826-3646
HUMBOLDT
STATE
UNIVERSITY
JENKINS HALL
RENOVATION
WEST ELEVATION
-
B
KEY NOTES:
GENERAL NOTES:
EAST ELEVATION
-
A
A3.2
EAST AND WEST
ELEVATIONS
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COPYRIGHT C 2020 AEPC GROUP, LLC
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SCALE:
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PROJECT NUMBER:
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DATE
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DESCRIPTION
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NO.
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CHECKED BY:
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APPROVED BY:
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DESIGNED BY:
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DRAWN BY:
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ISSUES/REVISIONS
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HSU1-19005
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A
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5/23/19
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SCHEMATIC DESIGN PROGRESS SET
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B
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6/04/19
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SCHEMATIC DESIGN CLIENT REVIEW
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C
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8/16/19
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SCHEMATIC DESIGN SUBMITTAL
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D
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2/04/2020
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PRELIMINARY DESIGN SUMITTAL
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SCALE: 3/16"=1'-0"
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(E) EXTERIOR FINISH TO REMAIN
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1
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1. UNLESS OTHERWISE NOTED ALL ITEMS EXISTING TO UNLESS OTHERWISE NOTED ALL ITEMS EXISTING TO REMAIN AND CONTRACTOR SHALL PROTECT IN PLACE DURING CONSTRUCTION. 2. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND CONTRACTOR SHALL VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO DIGGING FOR NEW FOUNDATIONS.
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SCALE: 3/16"=1'-0"
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(N) WINDOWS - SEE WINDOW SCHEDULE
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2
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3
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4
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(N) CONCRETE ROOF TILES ON (E) ROOF FRAME - SEE SPECIFICATIONS
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(N) HANDRAIL - SEE DETAIL XXXX
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5
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(N) CONCRETE STAIRS - SEE STRUCTURAL DWGS.
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6
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(E) ROOF VENT TO REMAIN
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7
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(N) 36" LOUVER VENT - SEE SPECIFICATIONS
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AS SHOWN
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CM
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TO
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SJ
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KP
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8
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SALVAGE (E) GRILLE, REINSTALL AFTER INFILLED WITH 6" CONCRETE
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9
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(N) DOWNSPOUT
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10
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(N) COLUMN, SEE STRUCTURAL DWGS.
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11
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(N) STOREFRONT DOORS
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12
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(N) WALL, PLASTER FINISH, PRIME/PAINT
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13
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(N) ROOF
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14
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(N) DOOR
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15
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16
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(N) RETAINING WALL, REFER TO STRUCTURAL AND CIVIL DRAWINGS EXISTING CONCRETE BUILDING WALL TO REMAIN PROTECT IN PLACE