Att 01 - Dental Final Drawing 1 of 6.pdf

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RELOCATE AND EXPAND DENTAL CLINIC

TO FAIRFIELD

PROJECT NO. : 612-164

VETERANS AFFAIRS NORTHERN CALIFORNIA

HEALTH CARE SYSTEM

FAIRFIELD, CALIFORNIA

COVER SHEET

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PROJECT SITE

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SHEET INDEX

SHEET NO. SHEET NAME

6 PLUMBING

P001 PLUMBING GENERAL NOTES, LEGEND AND ABBREVIATIONS

P501 PLUMBING SCHEDULES

P502 PLUMBING DETAILS

P503 PLUMBING DETAILS

P601 DWV PIPING DIAGRAMS

P602 WATER PIPING DIAGRAM

P603 PLUMBING DIAGRAMS

PP010 PLUMBING OVERALL FLOOR PLAN

PP020 PLUMBING ROOF PLAN

PP100A PLUMBING ENLARGED PLAN - A, BELOW SLAB PIPING

PP100B PLUMBING ENLARGED PLAN - B, BELOW SLAB PIPING

PP100C PLUMBING ENLARGED PLAN - C, BELOW SLAB PIPING

PP101A PLUMBING ENLARGED FLOOR PLAN - A

PP101B PLUMBING ENLARGED FLOOR PLAN - B

PP101C PLUMBING ENLARGED FLOOR PLAN - C

7 MECHANICAL

M001 MECHANICAL GENERAL NOTES, LEGEND AND ABBREVIATIONS

M002 MECHANICAL EQUIPMENT SCHEDULES

M501 MECHANICAL DETAILS

M502 MECHANICAL DETAILS

M503 MECHANICAL DETAILS

M601 AIR FLOW DIAGRAM

M602 BACNET BAS SYSTEM - NETWORK ARCHITECTURE

M603 CONTROL SEQUENCE OF OPERATION

MH101 OVERALL MECHANICAL FLOOR PLAN

MH101A ENLARGED MECHANICAL FLOOR PLAN - A

MH101B ENLARGED MECHANICAL FLOOR PLAN - B

MH101C ENLARGED MECHANICAL FLOOR PLAN - C

MH102A ENLARGED MECHANICAL REFLECTED CEILING PLAN - A

MH102B ENLARGED MECHANICAL REFLECTED CEILING PLAN - B

MH102C ENLARGED MECHANICAL REFLECTED CEILING PLAN - C

MH103 MECHANICAL ROOF PLAN

8 ELECTRICAL

E001 GENERAL NOTES, LEGEND AND ABBREVIATIONS

EL101 ELECTRICAL LIGHTING PLAN

EL101A ELECTRICAL ENLARGED LIGHTING PLAN-A

EL101B ELECTRICAL ENLARGED LIGHTING PLAN-B

EL101C ELECTRICAL ENLARGED LIGHTING PLAN-C

EL102 ELECTRICAL ROOF LIGHTING PLAN

EL103 ELECTRICAL NEW PARKING LOT LIGHTING PLAN

EL701 ELECTRICAL LIGHTING SCHEDULE

EP101 ELECTRICAL POWER PLAN

EP101A ELECTRICAL ENLARGED POWER PLAN - A

EP101B ELECTRICAL ENLARGED POWER PLAN - B

EP101C ELECTRICAL ENLARGED POWER PLAN - C

EP102 ELECTRICAL POWER ENLARGED PLANS

EP103 ELECTRICAL EQUIPMENT LAYOUT

EP201 ELECTRICAL FLOOR PLAN FOR PLUMBING

EP202A ELECTRICAL ENLARGED FLOOR PLAN-A FOR MECHANICAL

EQUIPMENT

EP202B ELECTRICAL ENLARGED FLOOR PLAN-B FOR MECHANICAL

EQUIPMENT

EP202C ELECTRICAL ENLARGED FLOOR PLAN-C FOR MECHANICAL

EQUIPMENT

EP203 ELECTRICAL ROOF PLAN FOR MECHANICAL EQUIPMENT

EP204 MECHANICAL ROOF EQUIPMENT SCHEMATIC DIAGRAM

EP301 PANEL SCHEDULES

EP302 PANEL SCHEDULES

EP303 PANEL SCHEDULES

EP501 ELECTRICAL DETAILS

EP502 ELECTRICAL DETAILS

EP503 ELECTRICAL DETAILS

EP504 ELECTRICAL DETAILS

EP505 ELECTRICAL UTILITY DETAILS

EP601 SINGLE LINE DIAGRAM

EP701 ELECTRICAL GROUNDING SITE PLAN

ES801 ELECTRICAL DUCT BANK DEMOLITION SITE PLAN

ES802 ELECTRICAL NEW RELOCATED DUCT BANK SITE PLAN

ES803 ELECTRICAL NEW DUCT BANK SITE PLAN

9 TELECOMMUNICATION

LVC-0.0 LOW VOLTAGE ABBREVIATIONS AND SYMBOLS

LVP-1.0 VA OPC TO VA DENTAL CLINIC FIBER PATHWAY PLAN

LVC-2.1 FIRST FLOOR CABLING FLOOR PLAN

LVC-3.1 ENLARGED IT + FACILITY ROOM PLAN

LVC-6.1 LOW VOLTAGE DETAIL SHEET 1

LVC-6.2 LOW VOLTAGE DETAIL SHEET 2

LVC-6.3 GROUNDING DETAILS

SHEET INDEX

SHEET NO. SHEET NAME

1 GENERAL

GI100 COVER SHEET

GI200 GENERAL PROJECT NOTES

GI300 EXIT PLAN AND CODE DATA

2 CIVIL

CS101 OVERALL SITE PLAN

CD101 DEMOLITION PLAN

CG101 GRADING PLAN

CG102 GRADING PLAN

CU101 UTILITY PLAN

C101 SITE DETAILS

C102 SITE DETAILS

CSS101 SIGNING, STRIPING AND DIMENSION PLAN

CEC101 EROSION CONTROL PLAN

CST101 STORMWATER TREATMENT PLAN

3 STRUCTURAL

S1.1 GENERAL NOTES

S1.2 STRUCTURAL SPECIAL INSPECTIONS & TESTING

S1.3 TYPICAL CONCRETE DETAILS

S1.4 EXTERIOR STUD DETAILS

S1.5 METAL STUD INTERIOR DETAILS

S1.6 METAL STUD COMMON DETAILS

S1.7 METAL STUD INTERIOR DETAILS

S2.1 FOUNDATION PLAN

S2.2 ROOF FRAMING PLAN

S2.3 HIGH ROOF FRAMING PLAN

S3.1 SECTIONS

S4.1 FRAMING ELEVATIONS

S4.2 SPECIAL CONCENTRIC BRACE FRAME DETAILS

S4.3 SPECIAL CONCENTRIC BRACE FRAME DETAILS

S4.4 SPECIAL MOMENT FRAME DETAILS

S5.1 STEEL CONNECTION DETAILS

S5.2 STEEL CONNECTION DETAILS

S5.3 STEEL MTL DECK DETAILS

S6.1 EQUIPMENT SUPPORT DETAILS

4 ARCHITECTURAL

AG001 ARCHITECTURAL GENERAL NOTES, LEGEND AND ABBREVIATIONS

AE101 ARCHITECTURAL FLOOR PLAN

AE102 ARCHITECTURAL ROOF PLAN

AE103 ARCHITECTURAL REFLECTED CEILING PLAN

AE104 ARCHITECTURAL FLOOR FINISH PLAN

AE105 ARCHITECTURAL ENLARGED PLANS

AE106 ARCHITECTURAL FURNITURE PLAN

AE201 ARCHITECTURAL ELEVATIONS

AE202 ARCHITECTURAL INTERIOR ELEVATIONS

AE203 ARCHITECTURAL INTERIOR ELEVATIONS - TOILETS

AE300 ARCHITECTURAL SECTIONS

AE301 ARCHITECTURAL EXTERIOR WALL SECTIONS

AE302 ARCHITECTURAL EXTERIOR WALL SECTIONS

AE303 ARCHITECTURAL INTERIOR WALL SECTIONS AND DETAILS

AE400 ARCHITECTURAL TOILET ACCESSIBILITY AND ACCESSORIES

AE500 ARCHITECTURAL SCHEDULES

AE501 ARCHITECTURAL GYPSUM BOARD CEILING DETAILS

AE502 ARCHITECTURAL ACOUSTIC CEILING DETAILS

AE503 ARCHITECTURAL EXTERIOR STAIR DETAILS

AE504 ARCHITECTURAL WINDOW SCHEDULE AND DETAILS

AE505 ARCHITECTURAL DETAILS

AE506 ARCHITECTURAL DETAILS

AE507 ARCHITECTURAL DETAILS - RECEPTION COUNTER

AE508 ARCHITECTURAL DETAILS - WALL DETAILS

AE509 ARCHITECTURAL DETAILS - EXTERIOR WALLS AT DOORS

AE510 ARCHITECTURAL DETAILS

AE511 ARCHITECTURAL DETAILS

AE512 ARCHITECTURAL SIGNAGE PLAN

AE513 ARCHITECTURAL SINGAGE SCHEDULE

AE514 ARCHITECTURAL SIGNAGE DETAILS

AE515 ARCHITECTURAL SIGNAGE DETAILS

AE516 ARCHITECTURAL DETAILS - WALL PROTECTION

5 FIRE

FA101 FIRE ALARM FLOOR PLAN

FX101 FIRE SPRINKLER FLOOR PLAN

TY101 ACCESS CONTROL FLOOR PLAN

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RGE E . A L FARO

REN._______

C-22051

03/23

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1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h o n e f o o t o n e in c h o n e f o o t

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:02:54 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

A. SHRESTHA

GI100

COVER SHEET

J. ROBERTS

612-164

A. SHRESTHA

06/13/2023

FINAL CD-SUBMITTAL

Revisions: Date:

PARKING LOT DEVELOPMENT NOT IN CONTRACT (NIC) (TYP)

NIC

GENERAL NOTES

ABBREVIATIONS/DEFINITIONS

CO CONTRACTING OFFICER

COR CONTRACTING OFFICER'S (TECHNICAL) REPRESENTATIVE

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

GOVERNMENT THE TERM GOVERNMENT SHALL MEAN DEPARTMENT OF VETERANS AFFAIRS

CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED

GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED GOVERNMENT INSTALLED

EXISTING HAZARDOUS MATERIALS

IF THE CONTRACTOR ENCOUNTERS ANY UNKNOWN OR SUSPECTED HAZARDOUS MATERIAL, NOT SPECIFICALLY ADDRESSED IN SAID DOCUMENTS, HE SHALL IMMEDIATELY STOP WORK AND ADVISE THE C.O. FOR ACTION.

THE ARCHITECT/ENGINEER AND HIS/HER CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF, OR EXPOSURE OF PERSONS TO HAZARDOUS MATERIALS, IN ANY FORM AT THE PROJECT SITE. THIS INCLUDES BUT IS NOT LIMITED TO, ASBESTOS, ASBESTOS PRODUCTS, POLYCHLORINATE BIPHENYL (PCB) OR OTHER TOXIC SUBSTANCES.

1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY APPROVALS AND PERMITS REQUIRED FROM

REGULATING AGENCIES BEFORE STARTING ANY WORK.

2. SUBJECT TO MINOR EXCEPTIONS, GENERALLY THE ITEMS SHOWN IN BOLD LINES ARE NEW AND ITEMS SHOWN IN

GRAYSCALE ARE EXISTING.

3. THE WORK ON THESE DRAWINGS IS GENERALLY DIAGRAMMATIC AND IS INTENDED TO CONVEY THE SCOPE OF WORK, INDICATE THE GENERAL ARRANGEMENT OF EQUIPMENT AND FINAL LAYOUT. THE DRAWINGS ARE GENERIC IN NATURE AND ARE INTENDED TO BE SUPPORTED BY SPECIFIC MANUFACTURER AND/OR FABRICATORS SHOP DRAWINGS AND SIMILAR

DETAILS TO DETERMINE EXACT SPACING AND/OR INSTALLATION REQUIREMENTS.

4. IF ANY PART OF THE DRAWINGS OR SPECIFICATIONS CONTRADICT THE MANUFACTURER'S RECOMMENDATIONS, APPLICATION OR INSTALLATION INSTRUCTIONS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, ADVISE THE

CONTRACTING OFFICER AND RECEIVE CLEAR, WRITTEN, DIRECTION BEFORE PROCEEDING.

5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. IF ANY DISCREPANCIES OR OMISSIONS IN THE DIMENSIONS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY. ANY WORK DONE WITHOUT PROPER NOTIFICATION BEING GIVEN TO THE

CONTRACTING OFFICER IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

6. PRIOR TO DEMOLITION, CONTRACTOR SHALL VERIFY ALL DIMENSIONS, EXISTING CONDITIONS AND LOCATION OF NEW CONSTRUCTION WITH EXISTING WALLS, FLOORS, CEILINGS, COLUMNS, FURRING, MECHANICAL AND ELECTRICAL

EQUIPMENT AND EXISTING CONSTRUCTION.

7. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING A THOROUGH REVIEW AND VALIDATING ALL FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL REPORT ANY PROBLEMS/CONFLICTS TO THE CONTRACTING OFFICER WITHIN TWO (2) DAYS OF DISCOVERY. ANY CHANGES RESULTING FROM CONDITIONS ARISING IN THE FIELD WHICH ARE NOT BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER ARE TO BE MADE BY THE CONTRACTOR AT NO

ADDITIONAL COST TO GOVERNMENT.

8. THE CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND ENSURE SHOP DRAWINGS ARE PROVIDED BEFORE DETAILING COMPLETE UTILITY LAYOUT AND INSTALLATION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ROUTE NEW CONDUITS, DUCTS, PIPING AND SIMILAR LINES TO AVOID POTENTIAL INTERFERENCES, AND WHERE THIS CANNOT BE ACCOMPLISHED, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE, REROUTE, ADJUST REINSTALL THE INTERFERENCE SUCH THAT IT NO LONGER POSES A PROBLEM. THESE ITEMS ARE TO BE ADDRESSED AND CORRECTED AT NO

ADDITIONAL COST TO THE GOVERNMENT.

9. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES TO AVOID POTENTIAL CONFLICTS.

10. FINAL LOCATION OF MECHANICAL AND ELECTRICAL EQUIPMENT SUCH AS PANELBOARDS, METERS, FLUES, VENTS, ETC., SHALL BE APPROVED BY THE GOVERNMENT.

11. EACH SUBCONTRACTOR IS CONSIDERED TO BE A SPECIALIST IN HIS RESPECTIVE FIELD AND SHALL, PRIOR TO SUBMISSION OF BID OR PERFORMANCE OF WORK, NOTIFY THE CONTRACTOR AND THE CONTRACTING OFFICER, IN WRITING, OF ANY WORK CALLED FOR IN THE DRAWINGS OR SPECIFICATIONS THAT CANNOT BE FULLY GUARANTEED.

12. NOT USED.

13. ALL MATERIALS SHALL CONFORM TO THE "BUY AMERICAN ACT".

14. ALL CONSTRUCTION WORK, ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE PROTECTION, ETC. SHALL CONFORM TO THE MOST CURRENT ISSUE OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA), THE INTERNATIONAL BUILDING CODE, VA CRITERIA AND ANY APPLICABLE LOCAL, STATE AND FEDERAL CODES AND GUIDELINES. SHOULD THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE CONFLICT WITH THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION ASSOCIATION

(NFPA), THEN THE MORE STRINGENT BETWEEN THE TWO SHALL GOVERN.

15. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR WORKING CONDITIONS AT THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO WORK HOURS. CONTRACTOR SHALL CONFORM TO ALL SAFETY REGULATIONS ENFORCED AT THE TIME OF CONSTRUCTION. JOB SITE SAFETY IS STRICTLY THE RESPONSIBILITY OF THE CONTRACTOR, AND NOT THE

ARCHITECT/ENGINEER OR THE GOVERNMENT.

16. THE CONTRACTOR SHALL PROVIDE U.L. RATED PORTABLE FIRE EXTINGUISHERS, TYPE 24.10.B.C ON SITE AND IN A LOCATION

APPROVED BY THE GOVERNMENT.

17. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION AREA AND ALL ADJACENT AFFECTED AREAS, IN A CLEAN AND ORDERLY MANNER THROUGHOUT THE COURSE OF CONSTRUCTION. DO NOT BLOCK ENTRANCES, EXITS, LOBBIES, CORRIDORS, ETC.

18. THE CONTRACTOR SHALL REMOVE ALL DEBRIS ON A DAILY BASIS IN ACCORDANCE WITH VA AND EPA REGULATIONS.

DEBRIS SHALL BE TRANSPORTED ON COVERED CARTS TO THE APPROVED DISPOSAL AREA AS DIRECTED BY THE CONTRACTING OFFICER. THE CONSTRUCTION AREA, AND ALL ADJACENT AREAS, SHALL BE CLEAN AND FREE OF

DEBRIS AT THE END OF EACH DAY.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL LEFT-OVER MATERIALS, DEBRIS, TOOLS AND EQUIPMENT INVOLVED IN HIS OPERATIONS AT THE CONCLUSION OF THE PROJECT. ALL PROJECT AREAS AND SURROUNDING

AREAS AFFECTED BY CONSTRUCTION SHALL BE LEFT CLEAN AND IN PERFECT CONDITION.

20. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES TO ENSURE THAT ALL PROPERTIES, EQUIPMENT AND DEVICES AT THE PROJECT SITE ARE PROTECTED DURING THE CONSTRUCTION PERIOD. ANY DAMAGES TO EXISTING CONSTRUCTION, LANDSCAPING, EQUIPMENT AND DEVICES SHALL BE REPAIRED AND RESTORED TO A CONDITION EQUAL TO THAT EXISTING AT THE COMMENCEMENT OF THE WORK. THE CONTRACTOR SHALL RESTORE ANY DAMAGE AT HIS OWN EXPENSE. THE CONTRACTOR SHALL SUBMIT THE PROCEDURE FOR CONSTRUCTION AND DEMOLITION PRIOR TO

COMMENCING WORK.

21. ALL FINISH WORK, EITHER NEW OR EXISTING, WHICH IS DAMAGED OR STAINED AS A RESULT OF CONSTRUCTION ACTIVITIES, SHALL BE REPAIRED OR REPLACED AS NECESSARY AT NO ADDITIONAL COST TO GOVERNMENT.

22. ALL SURFACES SHALL BE SMOOTH, CONTINUOUSLY FREE OF IMPERFECTIONS AND IN PROPER CONDITION TO RECEIVE THE FINISH AS SPECIFIED. IN AREAS WHERE A FINISH IS NOT SPECIFIED, THEY SHALL MATCH ADJACENT MATERIAL IN

CONSTRUCTION, COLOR, TEXTURE AND MANUFACTURER.

23. WORK SHALL NOT BE PERFORMED WHEN WEATHER CONDITIONS MAY CREATE HAZARDOUS WORKING CONDITIONS OR LEAD

TO FAILURE IN WORKMANSHIP.

24. ANY ROOF, WALL OR OTHER OPENINGS MADE DURING CONSTRUCTION SHALL BE SEALED AND PROTECTED FROM RAIN, MOISTURE, WIND, DUST AND OTHER OUTSIDE ELEMENTS.

25. AN APPROPRIATELY QUALIFIED REPRESENTATIVE OF THE CONTRACTOR SHALL BE ON SITE TO SUPERVISE AND COORDINATE CONSTRUCTION AT ALL TIMES WHILE WORK IS IN PROGRESS. SUCH PERSON SHALL BE RESPONSIBLE FOR OSHA COMPLIANCE AND JOB SITE SAFETY. JOB SITE SAFETY IS STRICTLY THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

THE GOVERNMENT, ARCHITECTS AND ENGINEERS ARE NOT RESPONSIBLE FOR ANY ASPECT OF JOB SITE SAFETY.

26. QUALITY CONTROL, INSPECTIONS AND WORKMANSHIP IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ANY OBSERVATIONS MADE BY THE GOVERNMENT OR ARCHITECT/ENGINEER DURING THE COURSE OF CONSTRUCTION ARE FOR THE BENEFIT OF THE GOVERNMENT AND DO NOT ALLEVIATE THE CONTRACTOR OF THIS RESPONSIBILITY.

FIRE PROOFING

CONTRACTOR SHALL PROVIDE FIRE PROOFING WHERE INDICATED AND AS REQUIRED IN ACCORDANCE WITH SPECIFICATIONS. 27. THE CONTRACTOR SHALL NOT STORE ANY CHEMICALS ON THE SITE OR WITHIN THE CONFINES OF THE BUILDING

28. IF THE CONTRACTOR ENCOUNTERS ANY UNKNOWN SUBSTANCE OR MATERIAL THAT MAY BE SUSPECTED HAZARDOUS, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY THE CONTRACTING OFFICER.

29. ASBESTOS CONTAINING MATERIALS ARE NOT PERMITTED.

30. CONTRACTOR SHALL MAINTAIN AND KEEP THE EXISTING FIRE ACCESS LANE AND PEDESTRIAN ACCESS AND EXIT

PATHS CLEAR AT ALL TIMES.

31. THE VA RESERVES THE RIGHT TO REQUIRE SOME WORK TO BE DONE AFTER NORMAL WORKING HOURS, ON HOLIDAYS AND/OR WEEKENDS. THIS INCLUDES ANY WORK WHICH COULD POTENTIALLY BLOCK ACCESS TO THE FACILITY OR CAUSE DISRUPTION TO THE NORMAL OPERATIONS OF THE MEDICAL CENTER. THE WORK WILL HAVE TO BE CAREFULLY PLANNED AND PHASED FOR MINIMAL DISRUPTION TO MEDICAL CENTER ACTIVITIES. ANY WORK AFTER HOURS MUST BE CAREFULLY COORDINATED WITH, AND APPROVED BY THE GOVERNMENT, A MINIMUM OF TWO WEEKS IN ADVANCE.

32. CONTRACTOR SHALL DEVELOP AND SUBMIT A DETAILED PHASING PLAN INDICATING THE SEQUENCE OF WORK, THE POTENTIAL UTILITY CUTOVERS OR OUTAGES, AND SPECIFICALLY LIST ANY POTENTIAL DISRUPTIONS TO THE NORMAL OPERATIONS OF THE MEDICAL CENTER. THIS PLAN SHALL BE SUBMITTED AND APPROVED PRIOR TO MOBILIZING ON THE

SITE.

33. ALL UTILITY OUTAGES MUST OCCUR AFTER HOURS OR ON WEEKENDS UNDER NO CIRCUMSTANCES CAN THERE BE UTILITY OUTAGES,INCLUDING BRIEF CUTOVERS, ANYWHERE ON THE CAMPUS WITHOUT THE EXPRESS WRITTEN CONSENT OF THE GOVERNMENT. THE CONTRACTOR SHALL PLAN AND FORECAST UPCOMING WORK WHICH MAY DISRUPT NORMAL OPERATIONS OR INTERFERE WITH STAFF OR PATIENTS AND IDENTIFY THESE IN THE PHASING PLAN, AS WELL AS REPORT THESE IN THE WEEKLY MEETINGS. IT MAY BE NECESSARY TO POSTPONE OR RESCHEDULE WORK TO ACCOMMODATE THE NEEDS OF THE MEDICAL CENTER. ALL SUCH TIME SHALL BE INCLUDED IN THE BASE BID AND WILL NOT BE BILLABLE TO THE

GOVERNMENT.

34. CONTRACTOR SHALL SUBMIT TO THE GOVERNMENT, FOR APPROVAL, THE LOCATION FOR LOADING AND UNLOADING MATERIALS. CONTRACTOR IS ADVISED THAT THERE WILL BE TIME RESTRICTIONS ASSOCIATED WITH SUCH ACTIVITIES AND

SHALL TAKE THIS INTO CONSIDERATION WHEN PREPARING THE PHASING PLAN.

35. CONTRACTOR SHALL PROVIDE SEISMIC ANCHORING AND/OR BRACING OF ALL CONSTRUCTION, WHETHER OR NOT SPECIFICALLY STATED ON THE DRAWINGS OR SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO, WALLS, PARTITIONS, CASEWORK, FIXTURES, CEILING SUSPENDED ITEMS, OVERHEAD DUCTWORK, EQUIPMENT, PLUMBING AND ELECTRICAL PIPES AND RACEWAYS, AND FIRE PROTECTION SYSTEMS PER SPECIFICATION SECTION 130541 AND AS SHOWN ON THE

PLANS AND/OR SPECIFIED BY EACH RESPECTIVE DISCIPLINE.

36. WHERE EXTERIOR WORK OCCURS, THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING A WATERTIGHT FACILITY USING THE MEANS AND METHODS ESTABLISHED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC), THE NATIONAL ROOFING CONTRACTOR'S ASSOCIATION, WESTERN STATES ROOFING CONTRACTOR'S ASSOCIATION AND ANY ADDITIONAL STANDARD PRACTICES, CODES AND REQUIREMENTS AS NECESSARY TO ENSURE A WATERTIGHT FACILITY FREE OF ANY LEAKS. ANY DETAILS PROVIDED HEREIN ARE PROVIDED FOR GENERAL GUIDANCE TO CONVEY THE INTENTION OF THE DESIGN, AND DOES NOT ALLEVIATE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE A COMPLETELY WATERTIGHT FACILITY. THE CONTRACTOR SHALL PERFORM WATER TESTS TO DEMONSTRATE TO THE SATISFACTION OF THE CONTRACTING OFFICER THAT THE BUILDING DOES NOT LEAK. ANY DEFECTS OR LEAKS SHALL BE

IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE.

37. CONTRACTOR SHALL PROVIDE ALL SAFETY AND CAUTION SIGNAGE TO REDIRECT PEDESTRIAN TRAFFIC AND/OR ALERT THEM TO POTENTIAL CONSTRUCTION ACTIVITIES AND HAZARDS. SAFE AND ACCESSIBLE PEDESTRIAN ROUTES SHALL BE MAINTAINED AT ALL TIMES. PROVIDE SIGNAGE IN ACCORDANCE WITH OSHA STANDARD SPECIFICATION FOR ACCIDENT PREVENTION SIGNS AND TAGS 1910.145. PRIOR TO DEMOLITION CONTRACTOR SHALL PROVIDE A TEMPORARY SIGNAGE PLAN FOR VA APPROVAL INDICATING SIGN LANGUAGE AND LOCATIONS. CONTRACTOR SHALL MAINTAIN AND REPLACE DAMAGED SIGNS FOR THE DURATION OF CONSTRUCTION. INCLUDE: "ADDITIONAL NOTATIONS WILL BE REQUIRED FOR EQUIPMENT AND ACCESSORIES, USE THE FOLLOWING WITH FUTURE SPECIFICATIONS AND DRAWINGS: (CONTRACTOR

REFERENCED BELOW IS THE GENERAL CONSTRUCTION CONTRACTOR)"

38. FOR VA-PROVIDED EQUIPMENT TO BE INSTALLED BY THE CONTRACTOR (SHOWN AS "VC" ON THE PLANS OR SCHEDULES), CONTRACTOR SHALL DISCONNECT, REMOVE AND RELOCATE SUCH EQUIPMENT AND SHALL BE RESPONSIBLE FOR RE-CONNECTING AND TESTING PROPER OPERATION (PER MANUFACTURER'S INSTRUCTIONS) OF SUCH EQUIPMENT PRIOR TO TURNING OVER SUCH EQUIPMENT TO THE VA. INCLUDE: "ADDITIONAL NOTATIONS WILL BE REQUIRED FOR EQUIPMENT AND ACCESSORIES, USE THE FOLLOWING WITH FURTURE SPECIFICATIONS AND DRAWINGS: (CONTRACTOR

REFERENCED BELOW IS THE GENERAL CONSTRUCTION CONTRACTOR)"

39. FOR UTILITY INTERRUPTIONS OF LESS THAN 15 MINUTES IN DURATION, THE CONTRACTOR SHALL SUBMIT A REQUEST TO INTERRUPT ANY SUCH SERVICES TO COR, IN WRITING, TEN (10) WORKING DAYS IN ADVANCE OF PROPOSED INTERRUPTION. FOR UTILITY INTERRUPTIONS EXCEEDING 15 MINUTES IN DURATION, THE CONTRACTOR SHALL SUBMIT A REQUEST TO INTERRUPT ANY SUCH SERVICES TO COR, IN WRITING, TEN (10) WORKING DAYS IN ADVANCE OF PROPOSED INTERRUPTION. REQUEST SHALL STATE REASON, DATE, EXACT TIME OF, AND APPROXIMATE DURATION OF SUCH

INTERRUPTION.

40. CONSTRUCTION IS TAKING PLACE IN AN EXISTING OCCUPIED FACILITY. AS SUCH, DEMOLITION OR CONSTRUCTION THAT PRODUCES EXCESSIVE (60 DB OR GREATER) NOISE OR VIBRATION SHALL BE PERFORMED AT TIMES COORDINATED AND APPROVED BY THE COR. CONTRACTOR IS ADVISED THAT WORK MAY BE STOPPED OR DELAYED AT ANY TIME AT THE DISCRETION OF THE COR SHOULD CONSTRUCTION ACTIVITIES CAUSE ANY DISTURBANCE OR INTERFERENCE WITH

PATIENT CARE.

41. THE CEILING ACCESS PANELS SHOWN ON DRAWINGS ARE FOR MAJOR MECHANICAL EQUIPMENT ACCESS ONLY.

ADDITIONAL ACCESS PANELS (NOT SHOWN) WILL BE REQUIRED FOR MAINTENANCE, PLUMBING, ELECTRICAL AND FIRE PROTECTION. CONTRACTOR SHALL PROVIDE ADDITIONAL ACCESS PANELS REQUIRED FOR THE ABOVE SPECIALTIES AT NO ADDITIONAL COST TO THE GOVERNMENT. CONTRACTOR SHALL COORDINATE WITH EACH SPECIALTY TRADE AND LOCATE ADDITIONAL ACCESS PANELS FOR REVIEW AND APPROVAL BY THE VA PRIOR TO FRAMING THE CEILING.

42. SHORING, BRACING AND PROTECTION OF EXISTING STRUCTURE AND EARTHWORK IS THE CONTRACTOR'S RESPONSIBILITY. PROVIDE ADEQUATE SHORING OF ANY EXISTING CONDITIONS OR CONDITIONS CAUSED BY CONSTRUCTION RELATED ACTIVITIES, AS NECESSARY TO PROTECT PERSONS AND STRUCTURE FROM POTENTIAL FALLING STRUCTURE, EQUIPMENT OR COLLAPSE OF EARTHWORK. AS A MINIMUM, FOR ANY EARTHWORK RESULTING IN TRENCHES OR EXCAVATIONS EXCEEDING THREE FEET (3') IN DEPTH, THE CONTRACTOR SHALL RETAIN THE SERVICES OF A LICENSED STRUCTURAL ENGINEER TO PROVIDE INSTRUCTIONS, FOR VA APPROVAL, ON THE METHODS TO BE USED FOR SHORING.

ANY OVERHEAD STRUCTURE, EQUIPMENT OR SIMILARLY HEAVY CONDITION TO REMAIN, SHALL BE PROPERLY SHORED WITH INPUT FROM A LICENSED STRUCTURAL ENGINEER, AS REQUIRED, TO ENSURE THE PERSONAL SAFETY AND

PROTECTION OF REMAINING STRUCTURE.

43. WHEN WORK OCCURS IN EXISTING BUILDINGS, PROVIDE TEMPORARY CONSTRUCTION BARRIERS AS NECESSARY TO SEPARATE DEMOLITION AREAS FROM ADJACENT OCCUPIED SPACES WHEN BARRIERS CROSS A REQUIRED EXIT PATH, PROVIDE EXIT DOORS WITHIN BARRIER WALL.

44. THESE DOCUMENTS ARE NOT INTENDED TO SHOW EVERY EXISTING CONDITION OR ITEM. CONTRACTOR SHALL NOTIFY VA OF MISCELLANEOUS ITEMS FOUND. COORDINATE WITH THE VA REGARDING THE DISPOSITION OF SUCH ITEMS, AND HANDLE ACCORDINGLY AT NO COST TO THE GOVERNMENT.

45. NOTIFY VA OF MISCELLANEOUS ITEMS FOUND. COORDINATE WITH THE VA REGARDING THE DISPOSITION OF SUCH

ITEMS, AND HANDLE ACCORDINGLY AT NO COST TO THE GOVERNMENT.

46. ALL STRUCTURAL ELEMENTS INCLUDING THEIR FIRE PROTECTION MATERIALS ARE TO REMAIN EXCEPT WHERE

FURRING IS INDICATED TO BE REMOVED.

47. BEFORE LAYING OUT DUCTWORK, PIPING, CONDUITS, FIXTURES, REGISTERS AND/OR OTHER UTILITIES ABOVE CEILING, COORDINATE CEILING SUSPENSION SYSTEM SUPPORT LOCATIONS TO AVOID CONFLICTS WITH EXISTING OR NEW CONSTRUCTION. WHERE INTERFERENCE WITH CEILING SUPPORTS CANNOT BE AVOIDED, CONTRACTOR SHALL PROVIDE ALTERNATE CODE-COMPLIANT SUSPENSION SYSTEM AND LAYOUT AT NO EXTRA COST TO THE VA.

48. CONTRACTOR SHALL COORDINATE ALL UTILITY LAYOUTS BETWEEN TRADES PRIOR TO INSTALLATION.

49. CONTRACTOR SHALL APPLY FOR A CA STORMWATER CONSTRUCTION GENERAL PERMIT.

WATER TIGHT FACILITY REQUIREMENTS

THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING A WATERTIGHT FACILITY USING THE MEANS AND METHODS ESTABLISHED BY THE NATIONAL FENESTRATION RATING COUNCIL (NFRC), THE NATIONAL ROOFING CONTRACTOR'S ASSOCIATION, WESTERN STATES ROOFING CONTRACTOR'S ASSOCIATION AND ANY ADDITIONAL STANDARD PRACTICES, CODES AND REQUIREMENTS AS NECESSARY TO ENSURE A WATERTIGHT FACILITY FREE OF ANY LEAKS. ANY DETAILS PROVIDED HEREIN ARE PROVIDED FOR GENERAL GUIDANCE TO CONVEY THE INTENTION OF THE DESIGN, AND DOES NOT ALLEVIATE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE A COMPLETELY WATERTIGHT FACILITY. THE CONTRACTOR SHALL PERFORM WATER TESTS TO DEMONSTRATE TO THE SATISFACTION OF THE CONTRACTING OFFICER THAT THE BUILDING DOES NOT LEAK. ANY DEFECTS OR LEAKS SHALL BE IMMEDIATELY REPAIRED AT THE CONTRACTOR'S EXPENSE.

BID DEDUCTS

BID DEDUCT 1: DELETE EXTERIOR SUNSHADES AND ASSOCIATED SUPPORTS.

BID DEDUCT 2: DELETE MECHANICAL SCREENS INCLUDING METAL STUDS, GWB SHEATHING, EXTERIOR INSULATION FINISH SYSTEM AND METAL COPING. STRUCTURAL HSS SCREEN FRAMING AND ELECTRICAL DEVICES MOUNTED ON SCREEN TO REMAIN.

BID DEDUCT 3: DELETE ENTRY PORTICO IN ITS ENTIRETY. THIS INCLUDES ALL BUILDING CONSTRUCTION WEST OF EXTERIOR WALL ALONG GRID LINE 8. EXTEND HEIGHT OF EXTERIOR WALL AT GRID LINE 8 WITH PARAPET 23'-8" AFF. PROVIDE FULL HEIGHT COMPOSITE METAL PANEL FINISH AND TERMINATE WALL WITH METAL COPING TO MATCH ADJACENT COPING.

BID DEDUCT 4: DELETE BUILDING CONSTRUCTION BETWEEN GRIDLINES B-H AND 1-3. MAKE REMAINING INTERIOR WALLS ALONG GRID LINES 3 AND 1 INTO EXTERIOR WALLS USING 6" METAL STUD FRAMING AND PROVIDE EXTERIOR WALL CONSTRUCTION, FINISHES, AND COPING AT THESE WALLS SAME AS ADJACENT EXTERIOR WALLS. THIS INCLUDES DELEGATED DESIGN FOR CONTRACTOR TO PROVIDE STRUCTURAL ENGINEERING FOR METAL FRAMING AND SEISMIC BRACING OF NEW EXTERIOR WALLS ALONG GRID LINES

3 AND H.

L I C

E N S E D A R C H I T EC

T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FARO

REN._______

C-22051

03/23

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h o n e f o o t o n e in c h o n e f o o t

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:02:55 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

A. SHRESTHA

GI200

GENERAL PROJECT NOTES

J. ROBERTS

612-164

A. SHRESTHA

08/10/2022 Revisions: Date:

REF.

F.E.C.

F .E

.C

F.E.C.

F .E

.C

F .E

.C

F.E.C.

F .E

.C

UP

L LL L L L

L L

L L

L L

L L

L L

L L

L L

LL LLLLLLLLL

L L

L L

L L

L L

L L

L L

L L

LL

LL

LL LL

A B C D E F G J K ML

H

3.3

F.6

7.7

J.6

6.8

OPERATORY

OPERATORY

OPERATORY

OPERATORY

OPERATORY

CORRIDOR

1C01

OPERATORY

OPERATORY

OPERATORY

OPERATORY

CORRIDOR

1C02

CORRIDOR

1C03

OPERATORY

OPERATORY

OPERATORY

OPERATORY

OPERATORY

OPERATORY

OPERATORY

STORAGE

NORMAL

POWER

1040B

E. POWER

1040A

10 DENTIST

ORAL

SURGERY

RECOVERY

6 DENTIST

X-RAY

CORRIDOR

1C04

LABORATORY

CLEAN

MECHANICAL

CONFERENCE

LOUNGE

LOCKERS

TOILETS

1037A

TOILETS

1035A

LOCKERS

DIRECTOR

CHIEF

CORRIDOR

1C07

HAC

FMS

CORRIDOR

1C06

OIT

DIRTY

RECEPTION

1000A

ADMIN

TOILET

1000B

WAITING

1000 TOILET

1000C

F.R.

2 2 2 2 2 2 2 1

2 2 2 2 2 2

1 1

6' -0

" M

AX. O

VERALL

D

IA

G O

NAL

DIS

TANCE

STORAGE

BARIATRIC

OPERATORY

CORRIDOR

1C05

STC

STC

S T

C

STC

S T

C

STC

OPERATORY

(E X

C E

E E

D S

M

IN

R E

Q U

IR

E

D D

IS

T

A N

C E

O F

PORTICO

126'-5"

MAX. EXIT ACCESS TRAVEL DISTANCE

126'-5"

(MAX COMMON PATH OF TRAVEL)

'-5

(M A X O

V E R

LL

D

IA

G . D

IS

TA

N C E

46'-0"

(EXCESS MIN REQUIRED DISTANCE OF 24'-10")

BUILDING CODE DATA

BUILDING OCCUPANCY

CONSTRUCTION TYPE (GSF)

BUILDING GROSS AREA

TOTAL OCCUPANT LOAD

FIRE SPRINKLER THROUGHOUT

ACCESSIBLE ENTRY ROUTE

ACCESSIBLE MEANS OF EGRESS

CODE REFERENCES

THE FOLLOWING CODES ARE USED FOR THE BASIS

OF DESIGN FOR THIS PROJECT BUT ARE NOT

LIMITED TO:

· IBC 2015 EDITION

· NFPA 101 2015 EDITION

· NEC 2014 EDITION

· NFPA 80 2016 EDITION

· NFPA 110 2016 EDITION

· IMC 2015 EDITION

· IPC 2015 EDITION

· VA MANUAL H-18-8 2016 EDITION

· ASCE-7

NOTE: THE CONTRACTOR IS RESPONSIBLE FOR

VERIFYING AND USING THE MOST CURRENT

APPLICABLE CODE EDITION.

II B

12,530 SF

YES

YES

YES

II / 000

IBC NFPA 101

B NEW

BUSINESS

OCCUPANCY

WAITING / PUBLIC TOILETS

OPERATORIES / PROCEDURE / X-RAY

2,833

AREA PER

OCCUPANCY

(NFS)

PATIENT AREAS

SUPPORT AREAS

LABORATORY

ADMIN / STAFF AREAS / OFFICES

STORAGE / UTILITY ROOMS / HAC

MECH / ELECTR / OIT / FMS / F.R.

CORRIDORS

TOTAL NET USABLE AREA (NUSF)

2,506

2,587

10,880

FIRE RESISTANCE (HOURS)

PRIMARY STRUCTURAL MEMBERS, BEARING

WALLS, NON-BEARING PARTITIONS, FLOOR

CONSTRUCTION, ROOF CONSTRUCTION

LINEN COLLECTION / STORAGE ROOMS

FIRE SEPARATION: ELECTR / MECH ROOMS

TRAVEL DISTANCE AND

EXIT DOORS

MAXIMUM EXIT ACCESS TRAVEL DISTANCE DOES NOT

EXCEED ALLOWABLE 300' PER IBC TABLE 1017.2

MAXIMUM COMMON PATH OF TRAVEL DISTANCE DOES

NOT EXCEED 100' PER IBC TABLE 1006.2.1

ONE 3'-0" WIDE MIN EXIT DOOR HAS A CAPACITY OF 180

(36"/0.2/OCCUPANT) AND EXCEEDS TOTAL EXIT LOAD

PER IBC SECTION 1005.3.2

MAIN ENTRY SLIDING DOOR EQUIPPED WITH PIBOT

EGRESS BREAKOUT FEATURE PER IBC SECTION

1010.1.4.3 AND NFPA 101 SECTION 7.2.1.14 - SEE

DOOR SCHEDULE

(NEW BUILDING)

1. MINIMUM EXIT SEPARATION DISTANCE (38'-8") CALCULATED AS 1/3 OF

MAXIMUM OVERALL DIAGONAL DISTANCE OF 116'-0" PER IBC SECTION

1007.1.1 EXEPTION 2.

GENERAL NOTES

2. ONE (1) PATIENT IN ROOM 1014 MAY BE INCAPABLE OF SELF

PRESERVATION DURING ORAL SURGERY PROCEDURE.

EGRESS ROUTE

OCCUPANT LOAD

EXIT LOAD

FIRE EXTINGUISHER CABINET

EXIT SIGN

1 - HOUR FIRE BARRIER

2 - HOUR FIRE BARRIER

SOUND RATED PARTITION

FULL HEIGHT PARTITION

CEILING HEIGHT PARTITION

LEAD LINED PARTITION

EXTERIOR WALL WITH INTERIOR

FURRING

LEGEND

F.E.C.

L I C

E N S E D A R C H I T EC

T

S T

A T

E O F C A L I F O

R N

I A

JO

RGE E . A L FARO

REN._______

C-22051

03/23

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h t in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h ts i n c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h o n e f o o t o n e in c h o n e f o o t

VA FORM 08-6231

CONSULTANTS: ARCHITECT/ENGINEERS:

Drawing Title: Project Title: Project Number:

Building Number:

Drawing Number:Location:

Date: Checked: Drawn:

Office of Construction and Facilities Management

Dwg. of

VA MEDICAL CENTER, FAIRFIELD, CA 94535

K.F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY, SUITE E,

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

6/14/2023 2:02:57 PMC:\Users\ashrestha\Documents\FAIRFIELD - DENTAL - CENTRAL_V2021_FINAL_Anil.ShresthaMSEWP.rvt

RELOCATE AND EXPAND

DENTAL CLINIC TO

FAIRFIELD

A. SHRESTHA

GI300

EXIT PLAN AND CODE DATA

J. ALFARO

612-164

A. SHRESTHA

06/13/2023

1/8" = 1'-0" GI300

1 ARCHITECTURAL EXIT AND CODE DATA PLAN

NORTH

Revisions: Date:

VA

RELOCATE AND EXPAND

DENTAL CLINIC TO

VA MEDICAL CENTER, FAIRFIELD, CA 94535

612-164

FAIRFIELD

ENGINEERS

CHAUDHARY

& ASSOCIATES, INC.

Tel: (707) 255-2729 FAX. (707) 255-5021 WWW.CHAUDHARY.COM

INSPECTORS

211 GATEWAY RD. WEST, SUITE 204

SURVEYORS

NAPA, CALIFORNIA 94558

ENGINEERING

K F DAVIS

530 LA GONDA WAY, SUITE E,

DANVILE, CA. 94526

WWW.KFDE.COM

(925) 743-8884

K F DAVIS ENGINEERING, INC

No. C54927RE

GI

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

TAM DUONG

RELOCATE AND EXPAND

DENTAL CLINIC TO

VA MEDICAL CENTER, FAIRFIELD, CA 94535

612-164

FAIRFIELD

ENGINEERS

CHAUDHARY

& ASSOCIATES, INC.

Tel: (707) 255-2729 FAX. (707) 255-5021 WWW.CHAUDHARY.COM

INSPECTORS

211 GATEWAY RD. WEST, SUITE 204

SURVEYORS

NAPA, CALIFORNIA 94558

ENGINEERING

K F DAVIS

530 LA GONDA WAY, SUITE E,

DANVILE, CA. 94526

WWW.KFDE.COM

(925) 743-8884

K F DAVIS ENGINEERING, INC

No. C54927RE

GI

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

TAM DUONG

NIC

NIC

NOTE:

ALL ELECTRICAL WITHIN PROPOSED AND EXISTING DUCT BANK

REMAINS IN CONTRACT EXCEPT POWER FOR PARKING LOT (TYP)

ALL COMMUNICATION WITHIN PROPOSED AND

EXISTING DUCT BANK REMAINS IN CONTRACT (TYP)

BO

DI

N C

IR

CL

E

HICKAM AVENUE

RELOCATE AND EXPAND

DENTAL CLINIC TO

VA MEDICAL CENTER, FAIRFIELD, CA 94535

612-164

FAIRFIELD

ENGINEERS

CHAUDHARY

& ASSOCIATES, INC.

Tel: (707) 255-2729 FAX. (707) 255-5021 WWW.CHAUDHARY.COM

INSPECTORS

211 GATEWAY RD. WEST, SUITE 204

SURVEYORS

NAPA, CALIFORNIA 94558

ENGINEERING

K F DAVIS

530 LA GONDA WAY, SUITE E,

DANVILE, CA. 94526

WWW.KFDE.COM

(925) 743-8884

K F DAVIS ENGINEERING, INC

No. C54927RE

GI

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

TAM DUONG

SS

NIC

NIC

NIC

NIC

NIC

NIC

NIC

NIC

NIC

NIC

NIC NIC NIC

RELOCATE AND EXPAND

DENTAL CLINIC TO

VA MEDICAL CENTER, FAIRFIELD, CA 94535

612-164

FAIRFIELD

ENGINEERS

CHAUDHARY

& ASSOCIATES, INC.

Tel: (707) 255-2729 FAX. (707) 255-5021 WWW.CHAUDHARY.COM

INSPECTORS

211 GATEWAY RD. WEST, SUITE 204

SURVEYORS

NAPA, CALIFORNIA 94558

ENGINEERING

K F DAVIS

530 LA GONDA WAY, SUITE E,

DANVILE, CA. 94526

WWW.KFDE.COM

(925) 743-8884

K F DAVIS ENGINEERING, INC

No. C54927RE

GI

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

TAM DUONG

RELOCATE AND EXPAND

DENTAL CLINIC TO

VA MEDICAL CENTER, FAIRFIELD, CA 94535

612-164

FAIRFIELD

ENGINEERS

CHAUDHARY

& ASSOCIATES, INC.

Tel: (707) 255-2729 FAX. (707) 255-5021 WWW.CHAUDHARY.COM

INSPECTORS

211 GATEWAY RD. WEST, SUITE 204

SURVEYORS

NAPA, CALIFORNIA 94558

ENGINEERING

K F DAVIS

530 LA GONDA WAY, SUITE E,

DANVILE, CA. 94526

WWW.KFDE.COM

(925) 743-8884

K F DAVIS ENGINEERING, INC

No. C54927RE

GI

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

TAM DUONG

MATCHLINE - SEE SHEET CG102

NIC

SHEET DELETED,

NIC (TYP)

HICKAM AVENUE

RELOCATE AND EXPAND

DENTAL CLINIC TO

VA MEDICAL CENTER, FAIRFIELD, CA 94535

612-164

FAIRFIELD

ENGINEERS

CHAUDHARY

& ASSOCIATES, INC.

Tel: (707) 255-2729 FAX. (707) 255-5021 WWW.CHAUDHARY.COM

INSPECTORS

211 GATEWAY RD. WEST, SUITE 204

SURVEYORS

NAPA, CALIFORNIA 94558

ENGINEERING

K F DAVIS

530 LA GONDA WAY, SUITE E,

DANVILE, CA. 94526

WWW.KFDE.COM

(925) 743-8884

K F DAVIS ENGINEERING, INC

No. C54927RE

GI

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

TAM DUONG

RELOCATE AND EXPAND

DENTAL CLINIC TO

VA MEDICAL CENTER, FAIRFIELD, CA 94535

612-164

FAIRFIELD

ENGINEERS

CHAUDHARY

& ASSOCIATES, INC.

Tel: (707) 255-2729 FAX. (707) 255-5021 WWW.CHAUDHARY.COM

INSPECTORS

211 GATEWAY RD. WEST, SUITE 204

SURVEYORS

NAPA, CALIFORNIA 94558

ENGINEERING

K F DAVIS

530 LA GONDA WAY, SUITE E,

DANVILE, CA. 94526

WWW.KFDE.COM

(925) 743-8884

K F DAVIS ENGINEERING, INC

No. C54927RE

GI

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

TAM DUONG

MATCHLINE - SEE LEFT

MATCHLINE - SEE RIGHT

NIC

NIC

NOTE:

ALL ELECTRICAL WITHIN PROPOSED AND EXISTING DUCT BANK

REMAINS IN CONTRACT EXCEPT POWER FOR PARKING LOT (TYP)

ALL COMMUNICATION WITHIN PROPOSED AND

EXISTING DUCT BANK REMAINS IN CONTRACT (TYP)

DENTAL CLINIC TO

VA MEDICAL CENTER, FAIRFIELD, CA 94535

612-164

FAIRFIELD

ENGINEERS

CHAUDHARY

& ASSOCIATES, INC.

Tel: (707) 255-2729 FAX. (707) 255-5021 WWW.CHAUDHARY.COM

INSPECTORS

211 GATEWAY RD. WEST, SUITE 204

SURVEYORS

NAPA, CALIFORNIA 94558

ENGINEERING

K F DAVIS

530 LA GONDA WAY, SUITE E,

DANVILE, CA. 94526

WWW.KFDE.COM

(925) 743-8884

K F DAVIS ENGINEERING, INC

No. C54927RE

GI

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

TAM DUONG

CONCRETE CURB AND GUTTER

ASPHALT CONCRETE PAVING

LANDSCAPE BEHIND CURB

CONCRETE CURB AND TERMINAL SECTION

CONCRETE SIDEWALK

TRUNCATED DOME TACTILE-WARNING STRIP

CONCRETE POST BARRICADES CHAINLINK FENCE FOUNDATION

CURB AT BIORETENTION

CONCRETE STAIRS

VA MEDICAL CENTER, FAIRFIELD, CA 94535

612-164

FAIRFIELD

ENGINEERS

CHAUDHARY

& ASSOCIATES, INC.

Tel: (707) 255-2729 FAX. (707) 255-5021 WWW.CHAUDHARY.COM

INSPECTORS

211 GATEWAY RD. WEST, SUITE 204

SURVEYORS

NAPA, CALIFORNIA 94558

ENGINEERING

K F DAVIS

530 LA GONDA WAY, SUITE E,

DANVILE, CA. 94526

WWW.KFDE.COM

(925) 743-8884

K F DAVIS ENGINEERING, INC

No. C54927RE

GI

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

TAM DUONG

SANITARY SEWER MANHOLE

DROP INLET

SAWCUT PATCHTYPE 1 UTILITY TRENCH PATCH

STORM DRAIN MANHOLE

PLAN

SECTION

FIRE HYDRANT

ENERGY DISSIPATOR

THRUST BLOCKS

NO OBSTRUCTION TO BE PLACED WITHIN

SIX FEET OF THE FIRE HYDRANT.

OF FAIRFIELD SPECIFICATIONS.

RELOCATE AND EXPAND

DENTAL CLINIC TO

VA MEDICAL CENTER, FAIRFIELD, CA 94535

612-164

FAIRFIELD

ENGINEERS

CHAUDHARY

& ASSOCIATES, INC.

Tel: (707) 255-2729 FAX. (707) 255-5021 WWW.CHAUDHARY.COM

INSPECTORS

211 GATEWAY RD. WEST, SUITE 204

SURVEYORS

NAPA, CALIFORNIA 94558

ENGINEERING

K F DAVIS

530 LA GONDA WAY, SUITE E,

DANVILE, CA. 94526

WWW.KFDE.COM

(925) 743-8884

K F DAVIS ENGINEERING, INC

No. C54927RE

GI

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

TAM DUONG

SCALE: N.T.S.

ADA SIGN

PATIENT PARKING SIGN

ACCESSIBLE SYMBOL

CONCRETE WHEELSTOP

SCALE: N.T.S.

ACCESSIBLE PARKING

NIC

VA MEDICAL CENTER, FAIRFIELD, CA 94535

612-164

FAIRFIELD

ENGINEERS

CHAUDHARY

& ASSOCIATES, INC.

Tel: (707) 255-2729 FAX. (707) 255-5021 WWW.CHAUDHARY.COM

INSPECTORS

211 GATEWAY RD. WEST, SUITE 204

SURVEYORS

NAPA, CALIFORNIA 94558

ENGINEERING

K F DAVIS

530 LA GONDA WAY, SUITE E,

DANVILE, CA. 94526

WWW.KFDE.COM

(925) 743-8884

K F DAVIS ENGINEERING, INC

No. C54927RE

GI

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

TAM DUONG

RELOCATE AND EXPAND

DENTAL CLINIC TO

VA MEDICAL CENTER, FAIRFIELD, CA 94535

612-164

FAIRFIELD

ENGINEERS

CHAUDHARY

& ASSOCIATES, INC.

Tel: (707) 255-2729 FAX. (707) 255-5021 WWW.CHAUDHARY.COM

INSPECTORS

211 GATEWAY RD. WEST, SUITE 204

SURVEYORS

NAPA, CALIFORNIA 94558

ENGINEERING

K F DAVIS

530 LA GONDA WAY, SUITE E,

DANVILE, CA. 94526

WWW.KFDE.COM

(925) 743-8884

K F DAVIS ENGINEERING, INC

No. C54927RE

GI

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

TAM DUONG

DMA 1

DMA 2

DMA 4

DMA 5

DMA 3

DMA 3

DMA 3

D M

A

DMA 3

RELOCATE AND EXPAND

DENTAL CLINIC TO

VA MEDICAL CENTER, FAIRFIELD, CA 94535

612-164

FAIRFIELD

ENGINEERS

CHAUDHARY

& ASSOCIATES, INC.

Tel: (707) 255-2729 FAX. (707) 255-5021 WWW.CHAUDHARY.COM

INSPECTORS

211 GATEWAY RD. WEST, SUITE 204

SURVEYORS

NAPA, CALIFORNIA 94558

ENGINEERING

K F DAVIS

530 LA GONDA WAY, SUITE E,

DANVILE, CA. 94526

WWW.KFDE.COM

(925) 743-8884

K F DAVIS ENGINEERING, INC

No. C54927RE

GI

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

TAM DUONG

RELOCATE AND EXPAND

DENTAL CLINIC TO

VA MEDICAL CENTER, FAIRFIELD, CA 94535

612-164

FAIRFIELD

ENGINEERS

CHAUDHARY

& ASSOCIATES, INC.

Tel: (707) 255-2729 FAX. (707) 255-5021 WWW.CHAUDHARY.COM

INSPECTORS

211 GATEWAY RD. WEST, SUITE 204

SURVEYORS

NAPA, CALIFORNIA 94558

ENGINEERING

K F DAVIS

530 LA GONDA WAY, SUITE E,

DANVILE, CA. 94526

WWW.KFDE.COM

(925) 743-8884

K F DAVIS ENGINEERING, INC

No. C54927RE

GI

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CALIFORNIAC I V I L

TAM DUONG

GENERAL TREATMENT NOTES

NIC

NIC

NIC

INTERPRETATION OF DRAWINGS & SPECIFICATIONS

IN GENERAL, THE WORKING DETAILS WILL INDICATE DIMENSIONS, POSITION AND KIND OF

CONSTRUCTION, AND THE SPECIFICATIONS, QUALITIES AND METHODS. ANY WORK INDICATED ON THE WORKING DETAILS AND NOT MENTIONED IN THE SPECIFICATIONS, OR VICE VERSA, SHALL BE

FURNISHED AS THOUGH FULLY SET FORTH IN BOTH. WORK NOT PARTICULARLY DETAILED,

MARKED OR SPECIFIED, SHALL BE IDENTICAL OR SIMILAR TO LIKE CASES OF CONSTRUCTION

THAT ARE DETAILED, MARKED OR SPECIFIED. IF CONFLICTS OCCUR ON DRAWINGS AND/OR

SPECIFICATIONS, THE MOST EXPENSIVE MATERIALS OR METHODS WILL PREVAIL.

SHOULD AN ERROR APPEAR IN THE WORKING DETAILS OR SPECIFICATIONS OR IN WORK DONE

BY OTHERS AFFECTING THIS WORK, THE CONTRACTOR SHALL NOTIFY THE VA AT ONCE AND IN

WRITING. IF THE CONTRACTOR PROCEEDS WITH THE WORK SO AFFECTED WITHOUT HAVING

GIVEN SUCH WRITTEN NOTICE AND WITHOUT RECEIVING THE NECESSARY APPROVAL,

DECISION OR INSTRUCTIONS IN WRITING FROM THE VA, THEN HE SHALL HAVE NO VALID CLAIM

AGAINST THE VA, FOR THE COST OF SO PROCEEDING AND SHALL MAKE GOOD ANY RESULTING

DAMAGE OR DEFECT. NO VERBAL APPROVAL, DECISION, OR INSTRUCTION SHALL BE VALID OR

BE THE BASIS FOR ANY CLAIM AGAINST THE VA, ITS OFFICERS, EMPLOYEES OR AGENTS. THE

FOREGOING INCLUDES TYPICAL ERRORS IN THE SPECIFICATIONS OR NOTATIONAL ERRORS IN

THE WORKING DETAILS WHERE THE INTERPRETATION IS DOUBTFUL OR WHERE THE ERROR IS

SUFFICIENTLY APPARENT AS TO PLACE A REASONABLY PRUDENT CONTRACTOR ON NOTICE

THAT, SHOULD HE ELECT TO PROCEED, HE IS DOING SO AT HIS OWN RISK.

CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS.

SHOP DRAWING NOTE:

WHEN NOT ADDRESSED BY DIVISION 1 OF THE SPECIFICATIONS, PAPER FORMAT STRUCTURAL

SHOP DRAWINGS SHALL BE SUBMITTED IN THE FORM OF THREE COPIES MINIMUM OF EACH

SHEET. WHERE SUBMITTALS ARE ELECTRONIC, FORMAT SHALL BE PDF.

THE PURPOSE OF SHOP DRAWING SUBMITTALS BY THE CONTRACTOR IS TO DEMONSTRATE TO

THE STRUCTURAL ENGINEER THAT HE UNDERSTANDS THE DESIGN CONCEPT BY INDICATING

WHICH MATERIAL HE INTENDS TO FURNISH AND INSTALL, AND BY DETAILING THE FABRICATION

AND INSTALLATION METHODS HE INTENDS TO USE ON A STAND ALONE SET OF DOCUMENTS.

DUPLICATION OF DESIGN DOCUMENTS FOR THE PURPOSE OF SHOP DRAWINGS IS NOT

ACCEPTABLE.

PRIOR TO FABRICATION, SHOP DRAWINGS SHALL BE SUBMITTED TO THE VA FOR REVIEW BY

THE STRUCTURAL ENGINEER. SHOP DRAWING SUBMITTALS SHALL INCLUDE, BUT ARE NOT

NECESSARILY LIMITED TO, STRUCTURAL STEEL, REINFORCING STEEL, & GLUE-LAMINATED

BEAMS.

PRIOR TO SUBMISSION THE CONTRACTOR SHALL REVIEW ALL SUBMITTALS FOR

CONFORMANCE WITH THE CONTRACT DOCUMENTS AND SHALL STAMP SUBMITTALS AS BEING

"REVIEWED FOR CONFORMANCE".

SHOP DRAWING SUBMITTALS PROCESSED BY THE STRUCTURAL ENGINEER ARE NOT CHANGE

ORDERS.

ANY DETAIL ON THE SHOP DRAWINGS THAT DEVIATES FROM THE CONTRACT DOCUMENTS

SHALL CLEARLY BE MARKED WITH THE NOTE "THIS IS A CHANGE".

SAFETY NOTE:

THE CONTRACTOR SHALL NOTIFY THE VA WHERE A CONFLICT OR DISCREPANCY OCCURS BETWEEN

THE STRUCTURAL DRAWINGS AND ANY OTHER PORTION OF THE CONTRACT DOCUMENTS OR

EXISTING FIELD CONDITIONS. SUCH NOTIFICATION SHALL BE GIVEN IN DUE TIME SO AS NOT TO

AFFECT THE CONSTRUCTION SCHEDULE. IN CASE OF A CONFLICT BETWEEN STRUCTURAL

DRAWINGS AND SPECIFICATIONS THE MORE RESTRICTIVE CONDITION SHALL TAKE PRECEDENCE

UNLESS WRITTEN APPROVAL HAS BEEN GIVEN FOR THE LEAST RESTRICTIVE. CONTRACTOR SHALL

VERIFY ALL DIMENSIONS WITH ARCHITECTURAL PRIOR TO COMMENCING ANY WORK.

WHEN CONSTRUCTION ATTACHES TO OR IS WITHIN AN EXISTING BUILDING, A COMPLETE SET OF DRAWINGS OF THE EXISTING BUILDING SHALL BE KEPT ON THE JOB SITE. CONTRACTOR TO OBTAIN

THESE DRAWINGS FROM THE VA (IF THEY ARE AVAILABLE).

CONTRACTOR SHALL PROVIDE AN ALLOWANCE EQUAL TO 2% OF THE BID FOR STRUCTURAL STEEL, MISC. IRON AND REINFORCING STEEL TO BE USED AT THE DISCRETION OF THE STRUCTURAL

ENGINEER. UNUSED AMOUNT TO REVERT TO THE VA UPON COMPLETION OF THE JOB.

ANY SUBSTITUTIONS FOR STRUCTURAL MEMBERS, HARDWARE OR DETAILS SHALL BE REVIEWED BY

THE ARCHITECT AND STRUCTURAL ENGINEER. SUCH REVIEW WILL BE BILLED ON A TIME AND

MATERIALS BASIS TO THE GENERAL CONTRACTOR WITH NO GUARANTEE THAT THE SUBSTITUTION

WILL BE ALLOWED.

DO NOT SCALE DRAWINGS. CONTACT THE VA FOR ANY DIMENSIONS NOT SHOWN.

THESE DRAWINGS ARE NOT COMPLETE UNTIL REVIEWED AND ACCEPTED BY THE VA AND SIGNED BY

THE STRUCTURAL ENGINEER.

GENERAL NOTES

100SN001-1

IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS, AS

THEY APPLY TO THIS PROJECT, OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE

STATE OF CALIFORNIA LATEST EDITION, AND ALL OSHA REQUIREMENTS.

THE VA AND THE STRUCTURAL ENGINEER DO NOT ACCEPT ANY RESPONSIBILITY FOR THE

CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF

ALL FORMS AND SHORING REQUIRED. SHORING INDICATIONS (LOCATION, DIRECTION,

DURATION, ETC.) ARE ONLY SHOWN ON THE STRUCTURAL DRWGS WHEN REQUIRED TO

IMPLEMENT THE DESIGN INTENT OF THE FINAL WORK PRODUCT. DETERMINATION WHETHER

SHORING IS REQUIRED FOR TEMPORARY OR INTERMEDIATE CONDITIONS DURING

CONSTRUCTION IS WHOLLY THE RESPONSIBILITY OF THE CONTRACTOR.

WHERE SPECIFICATIONS HAVE BEEN PREPARED FOR THIS PROJECT, THEY ARE ARRANGED IN

SEVERAL SECTIONS, BUT SUCH SEPARATION SHALL NOT BE CONSIDERED AS THE LIMITS OF

THE WORK REQUIRED OF ANY SEPARATE TRADE. THE TERMS AND CONDITIONS OF SUCH

LIMITATIONS ARE WHOLLY BETWEEN THE CONTRACTOR AND HIS SUBCONTRACTORS.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

A.

B.

C.

A.

B.

C.

D.

E.

F.

A.

B.

C.

DEFERRED APPROVALS

100SN007-1

THE FOLLOWING ITEMS REQUIRE DEFERRED APPROVAL FROM THE VA:

WINDOW WALL/STORE FRONT SYSTEMS

FIRE SPRINKLER SUPPORT

EQUIPMENT STRUCTURAL ANCHORAGE

PREFABRICATED METAL STAIRS AND CONNECTIONS TO THE STRUCTURE

MEDICAL EQUIPMENT ANCHORAGE AND SUPPORT

THE DESIGN OF THE ABOVE ITEMS IS BY THE CONTRACTOR/MANUFACTURER.

CONTRACTOR/MANUFACTURER MUST PREPARE ALL NECESSARY CALCULATIONS AND DRAWINGS PER

THE INTERNATIONAL BUILDING CODE UNDER THE SUPERVISION OF A CIVIL ENGINEER, REGISTERED IN

CALIFORNIA, AND SHALL OBTAIN ALL NECESSARY PLAN CHECK APPROVALS FROM THE VA.

INSTALLATION OF THE ABOVE ITEMS SHALL NOT BE STARTED UNTIL DETAILED PLANS,

SPECIFICATIONS AND ENGINEERING CALCULATIONS HAVE BEEN REVIEWED BY THE ARCHITECT OR

STRUCTURAL ENGINEER OF RECORD, AND APPROVED BY THE VA.

1.

2.

3.

A.

B.

C.

D.

E.

STRUCTURAL OBSERVATION

100SN017-1

IN ACCORDANCE WITH SECTION 1704.5 OF THE 2015 IBC, THIS PROJECT IS REQUIRED TO HAVE STRUCTURAL OBSERVATION. STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM.

STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY IBC SECTIONS 110 OR 1704. THE FOLLOWING PROJECT MILESTONES SHALL BE OBSERVED:

FOUNDATIONS (PRIOR TO CONCRETE PLACEMENT)

STEEL ERECTION PRIOR TO COMPLETION OF FIRST ELEVATED LEVEL (FLOOR OR ROOF)

METAL DECK AND CONCRETE OVER DECK REINFORCING (PRIOR TO CONCRETE PLACEMENT)

THE VA SHALL EMPLOY THE ARCHITECT OR STRUCTURAL ENGINEER OF RECORD, OR ANOTHER

REGISTERED PROFESSIONAL ENGINEER OR ARCHITECT DESIGNATED TO PERFORM STRUCTURAL

OBSERVATION. OBSERVED DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE VA, SPECIAL

INSPECTOR, AND CONTRACTOR. THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE VA A

STATEMENT THAT THE FIELD VISITS HAVE OCCURRED AND IDENTIFY ANY REPORTED DEFICIENCIES THAT, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED.

THE CONTRACTOR SHALL NOTIFY THE COR AND STRUCTURAL OBSERVER A MINIMUM OF 48 HOURS IN

ADVANCE OF PROJECT MILESTONES SO THAT OBSERVATIONS MAY BE SCHEDULED.

A.

B.

C.

1.

2.

3.

FOUNDATIONS

200SN001-1

ALL FOUNDATION WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS

REPORT # 73202.002 BY PBS, DATED 11/05/2018.

FOUNDATIONS SHALL BEAR ON NATIVE SOIL OR COMPACTED STRUCTURAL FILL.

SEE NOTES AND DETAILS ON SHEET

ALL FILLING, BACKFILLING AND COMPACTION SHALL BE DONE UNDER THE OBSERVATION OF A

REPRESENTATIVE OF THE SOILS ENGINEER AND MUST BE COMPACTED TO THE MINIMUM DENSITY

SPECIFIED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN THE SOILS REPORT.

BUILDING PAD CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE SOILS REPORT.

THE EXTENT AND DEPTH OF OVEREXCAVATION AND PLACEMENT OF ENGINEERED FILL SHALL AT A MINIMUM BE AS SHOWN ON THE PLANS. FINAL DEPTH AND EXTENT OF EXCAVATION AND FILL SHALL

BE DETERMINED AT TIME OF CONSTRUCTION BY A REPRESENTATIVE OF THE SOILS ENGINEER.

FOUNDATION DEPTHS INDICATED ON PLANS ARE FOR ESTIMATING PURPOSES ONLY.

BOTTOMS OF ALL FOUNDATIONS SHALL BE LEVEL. CHANGES IN BOTTOM OF FOUNDATION

ELEVATION SHALL BE MADE ACCORDING TO STEPPED FOOTING DETAIL ON THE TYPICAL DETAIL

SHEET.

FOUNDATION CONCRETE MAY BE PLACED DIRECTLY INTO NEAT

EXCAVATIONS PROVIDED THE EXCAVATIONS ARE STABLE (AS

DETERMINED BY A REPRESENTATIVE OF THE SOILS ENGINEER).

OTHERWISE, FOUNDATIONS SHALL BE FULLY FORMED. USE

MINIMUM PLANKING SHOWN TO PROTECT AGAINST SLOUGHING,

AS REQUIRED. PLANKING DOES NOT REPLACE FORMWORK

REQUIRED TO STABILIZE EXCAVATION.

THE SURFACE OF ALL HORIZONTAL CONSTRUCTION JOINTS SHALL BE CLEANED & ROUGHENED BY

EXPOSING CLEAN AGGREGATE SOLIDLY EMBEDDED IN MORTAR MATRIX.

NOTIFY THE COR AND STRUCTURAL ENGINEER 48 HOURS BEFORE CASTING FOUNDATIONS.

A REPRESENTATIVE OF THE SOILS ENGINEER SHALL ADVISE THE VA IN WRITING THAT:

THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT.

THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED AND;

THE FOUNDATION EXCAVATION DEPTH AND MATERIAL ARE ADEQUATE TO ACHIEVE DESIGN

BEARING CAPACITY; AND FORMING COMPLY WITH THE SOILS REPORT AND APPROVED PLAN.

2x12 2x121x8

PLAN

FOOTING

WIDTH

1.

2.

3.

4.

5.

6.

7.

8.

9.

A.

B.

C.

S2.1

CONCRETE

300SN001-1

STRUCTURAL CONCRETE SHALL ATTAIN 28 DAY COMPRESSIVE STRENGTH AS REQUIRED IN NOTE

#28. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES.

CONCRETE MIX DESIGNS SHALL BE PREPARED BY A REGISTERED CIVIL ENGINEER, REVIEWED BY

TESTING LABORATORY HIRED BY THE CONTRACTOR AND SUBMITTED TO THE VA FOR REVIEW BY

THE STRUCTURAL ENGINEER.

CEMENTITIOUS MATERIALS:

CEMENT SHALL CONFORM TO ASTM C-150 TYPE II OR V.

FLY ASH SHALL CONFORM TO ASTM C-618. MAX. QUANTITY OF FLY ASH SHALL BE AS GIVEN IN SPECS.

CONCRETE AGGREGATES SHALL CONFORM TO ASTM C-33 FOR NORMAL WEIGHT CONCRETE AND

ASTM C-330 FOR LIGHTWEIGHT CONCRETE.

NON-SHRINK GROUT OR DRYPACK SHALL CONSIST OF A PREMIXED NONMETALLIC FORMULA.

REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 FOR #3 AND LARGER, EXCEPT

REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A-706. CONTRACTOR SHALL

SUBMIT REBAR MILL CERTIFICATES.

ALL PREHEATING AND WELDING OF REINFORCING BARS SHALL BE DONE IN ACCORDANCE WITH AWS D1.4 LATEST EDITION AND SHALL BE CONTINUOUSLY INSPECTED BY A QUALIFIED LABORATORY.

CONTRACTOR SHALL FURNISH WPS FOR ALL REBAR WELDING TO THE LABORATORY.

REINFORCING STEEL SHALL BE FABRICATED ACCORDING TO "MANUAL OF STANDARD PRACTICE FOR

REINFORCED CONCRETE CONSTRUCTION".

WIRE FABRIC SHALL CONFORM TO ASTM A-185.

DIMENSIONS SHOWN FOR LOCATION OF REINFORCING ARE TO THE FACE OF BARS LISTED AND

DENOTE CLEAR COVERAGE. NON-PRESTRESSED, CAST-IN-PLACE CONCRETE COVERAGE SHALL BE

AS FOLLOWS, UNO:

CONCRETE DEPOSITED DIRECTLY AGAINST GROUND (EXCEPT SLABS)--- 3"

CONCRETE EXPOSED TO GROUND OR WEATHER BUT PLACED IN FORMS:

#5 AND SMALLER---------------------------- 1-1/2"

#6 AND LARGER----------------------------- 2"

BEAMS & COLUMNS (TIES)------------------------ 1-1/2"

BEAMS & COLUMNS (MAIN REINFORCING)---------------- 2"

CAST-IN-PLACE WALLS (EXTERIOR FACE & SOIL SIDE)--------- SEE ABOVE

CAST-IN-PLACE WALLS (INTERIOR FACE-#11 & SMALLER)------- 3/4"

TILT-UP WALLS------------------------------- SEE DETAILS

SLABS (ON FORMS)---------------------------- 3/4"

SLABS (ON GROUND)------------------- 2" CLEAR FROM TOP UNO

SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE LAPPED UNO, SEE SCHEDULE THIS SHEET.

SPLICES IN ADJACENT BARS SHALL BE GREATER THAN 5'-0" APART. SPLICE CONTINUOUS BARS IN SOIL-BEARING GRADE BEAMS, STRUCTURAL SLABS ON GRADE AND MAT FOUNDATIONS AS FOLLOWS UNO: TOP BARS AT CENTERLINE OF SUPPORT; BOTTOM BARS AT MID-SPAN. SPLICE CONTINUOUS BARS IN ELEVATED SLABS AND BEAMS, ETC. AS FOLLOWS UNO: TOP BARS AT MID-SPAN; BOTTOM BARS AT CENTERLINE OF SUPPORT. ALL BARS SIZE #14 AND LARGER SHALL BE CONTINUOUS FOR FULL LENGTH SHOWN OR SPLICED WITH MECHANICAL COUPLERS AS NOTED IN DETAILS. SPLICES IN

WWF SHALL BE 1-1/2 MESHES WIDE.

THE MINIMUM CLEAR SPACING BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE LESS THAN THE LARGER OF BAR DIAMETER, 1", OR 33% GREATER THAN THE MAXIMUM AGGREGATE SIZE (NOMINAL), WHICHEVER IS GREATEST. THIS REQUIREMENT ALSO APPLIES TO THE CLEAR SPACING BETWEEN DIFFERENT LAYERS OF PARALLEL BARS AND TO THE CLEAR DISTANCE BETWEEN A CONTACT LAP

SPLICE AND ADJACENT SPLICES OR BARS.

ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE SHOWN OR NOTED. AT WALLS,

PROVIDE HOOKS AT ENDS OF ALL REINFORCING AT ENDS, CORNERS AND INTERSECTIONS, UNO.

CONSTRUCTION JOINTS SHALL BE MADE ROUGH AND ALL LAITANCE REMOVED FROM THE

SURFACE…