J03 Drawings.pdf

COVER SHEET

INDIAN HEALTH SERVICE

PINE RIDGE COMPREHENSIVE HEALTH CARE CENTER

REPLACE HEATING PLANT DESIGN

100% CONSTRUCTION DOCUMENTS SUBMITTAL

PINE RIDGE HOSPITAL

607 INDIAN HEALTH RD

PINE RIDGE, SD 57770

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GREAT PLAINS

AREA INDIAN

HEALTH SERVICE

OFFICE OF

ENVIRONMENTAL

HEALTH &

ENGINEERING

115 4TH AVENUE SE, ROOM 309

ABERDEEN, SD 57401

(605) 226-7451 FAX (605) 226-7689

K. F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY,

SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

N.T.S

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SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

G-1 COVER SHEET

G-2 GENERAL PROJECT NOTES

STRUCTURAL

S-1 STRUCTURAL GENERAL NOTES & IBC TABLES

S-2 FOUNDATION PLAN

MECHANICAL

M-1 MECHANICAL SYMBOLS, ABBREVIATIONS AND

GENERAL NOTES

M-2 MECHANICAL SCHEDULES

M-3 MECHANICAL SCHEDULES

M-4 HEATING PLANT - MECHANICAL DEMOLITION PLAN

M-5 HEATING PLANT - MECHANICAL NEW PLAN

M-6 HEATING PLANT - PLUMBING PLAN

M-7 MECHANICAL DIAGRAMS

M-8 DOMESTIC WATER DIAGRAM

M-9 POINTS LIST

M-10 BACNET SYSTEM ARCHITECTURE AND SEQUENCE OF

OPERATION

M-11 MECHANICAL DETAILS

M-12 MECHANICAL DETAILS

ELECTRICAL

E-1 ELECTRICAL SYMBOLS, ABBREVIATIONS AND

GENERAL NOTES

E-2 HEATING PLANT - ELECTRICAL DEMOLITION PLAN

E-3 HEATING PLANT - ELECTRICAL NEW PLAN

E-4 ELECTRICAL PANEL SCHEDULE DSEMH DEMO

E-5 ELECTRICAL PANEL SCHEDULE CLF1 DEMO

E-6 ELECTRICAL PANEL SCHEDULE LSLF DEMO

E-7 ELECTRICAL PANEL SCHEDULE DSEMH NEW WORK

E-8 ELECTRICAL PANEL SCHEDULE CLF1 NEW WORK

E-9 ELECTRICAL PANEL SCHEDULE DSEMH1 NEW WORK

E-10 ELECTRICAL PANEL SCHEDULE CLF1A NEW WORK

E-11 ELECTRICAL ROOM SITE PLANS

E-12 ELECTRICAL DETAILS

100% SUBMITTAL

No. Description Date

1 100% CD SUBMITTAL 02/22/2022

1. THE CONTRACTORIS RESPONSIBLE FOR OBTAINING ALL NECESSARY APPROVALS AND PERMITS REQUIRED FROM REGULATORY AGENCIES BEFORE STARTING ANY WORK. THE CONTRACTOR WILL BE REQUIRED TO COMPLY WITH THE INDIAN PREFERENCE AND INDIAN PREFERENCE PROGRAM REQUIREMENTS ADMINISTERED BY

THE OGLALA SIOUX TRIBE TRIBAL EMPLOYMENTS RIGHTS OFFICE (TERO).

BEFORE COMMENCING WORK, CONTRACTORS AND SUB-CONTRACTORS ARE REQUIRED TO SUBMIT AN ACCEPTABLE “COMPLIANCE AGREEMENT” TO THE TERO OFFICE COPIES OF THIS FORM CAN BE OBTAINED FROM THE TERO OFFICE. TYPICAL REQUIREMENTS OF TERO INCLUDE A FEE OF 4% ON THE TOTAL CONTRACT PRICE AND

SUBMISSION OF WEEKLY CERTIFIED PAYROLL REPORTS TO TERO.

ADDITIONALLY THE RULES AND REGULATIONS OF THE TERO ORDINANCE REQUIRE THAT NO PERSON WHO IS NOT A LOCAL INDIAN SHALL BE EMPLOYED BY A COVERED EMPLOYER UNTIL A WORK PERMIT HAS BEEN OBTAINED FOR THEM FROM TERO. THE ANNUAL WORK PERMIT FEE FOR EACH EMPLOYEE IS $250.

CONTRACTORS ARE STRONGLY ENCOURAGED TO CONTACT THE TERO OFFICE AT 605-867-5167 FOR AN EXPLANATION OF TRIBAL REQUIREMENTS, REQIRED FEES, AND/OR PERMITS.

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. FIELD INVESTIGATION PERFORMED DURING THE DESIGN STAGE IS LIMITED TO WHAT CAN BE REASONABLY SEEN AND DOCUMENTED WHILE THE SPACE IS OPERATIONAL AND OCCUPIED BY PERSONNEL, EQUIPMENT AND FURNITURE. AS SUCH, 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. DRAWINGS SHOWN ARE SCHEMATIC ONLY. 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 IS RESPONSIBLE FOR A COMPLETE AND FINISHED INSTALLATION AND SHALL COORDINATE ALL EQUIPMENT AND WORK BETWEEN TRADES TO

MEET THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS.

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. THE CONTRACTOR WARRANTS ALL WORK TO BE PERFORMED AND ALL MATERIALS TO BE FURNISHED UNDER THIS CONTRACT AGAINST DEFECTS IN WORKMANSHIP FOR A PERIOD OF NOT LESS THAN 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE. UPON WRITTEN NOTICE OF ANY DEFECT IN MATERIALS OR WORKMANSHIP, THE CONTRACTOR SHALL, AT THE OPTION OF THE GOVERNMENT, REPAIR OR REPLACE SAID DEFECT WITHOUT COST TO THE

GOVERNMENT.

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 LIFE SAFETY CODE (NFPA 101), THE INTERNATIONAL BUILDING CODE, IHS 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 LIFE SAFETY CODE (NFPA 101), 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 IHS 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.

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. SOME WORK MAY BE REQUIRED 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. A PROPOSED PHASING PLAN HAS BEEN PROVIDED ON M-1. 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 ANCHORING AND/OR BRACING OF ALL CONSTRUCTION, WHETHER OR NOT SPECIFICALLY STATED ON THE DRAWINGS OR SPECIFICATIONS, INCLUDING BUT NOT LIMITED TO, WALLS, PARTITIONS, FIXTURES, 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.

38. FOR IHS-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 IHS.

39. FOR UTILITY INTERRUPTIONS, THE CONTRACTOR SHALL SUBMIT A REQUEST TO INTERRUPT ANY SUCH SERVICES TO COR, IN WRITING, FORTY-FIVE (45) 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 IHS PRIOR TO FRAMING THE CEILING.

42. SHORING, BRACING AND PROTECTION OF EXISTING STRUCTURE AND EARTHWORK IS THE CONTRACTORS 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 IHS 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. 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 IHS OF MISCELLANEOUS ITEMS FOUND. COORDINATE WITH THE IHS REGARDING THE DISPOSITION OF SUCH ITEMS, AND HANDLE ACCORDINGLY AT NO COST TO THE GOVERNMENT.

45. ALL STRUCTURAL ELEMENTS INCLUDING THEIR FIRE PROTECTION MATERIALS ARE TO REMAIN EXCEPT WHERE FURRING IS INDICATED TO BE

REMOVED.

46. NOT USED.

47. THE GENERAL OR PRIME CONTRACTOR AND ANY SUB-CONTRACTORS WILL BE REQUIRED AND EXPECTED TO ATTEND A PRE CONSTRUCTION RISK ASSESSMENT (PCRA) AND AN INFECTION CONTROL RISK ASSESSMENT (ICRA) MEETING BEFORE ANY CONSTRUCTION WORK TAKES PLACE. PROPER PCRA/ICRA PAPER WORK AND PERMITTING IS EXPECTED TO BE SIGNED BY THE CONTRACTOR(S) AND POSTED IN WORK AREA BEFORE

ANY CONSTRUCTION WORK CAN TAKE PLACE.

GENERAL NOTES

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GREAT PLAINS

AREA INDIAN

HEALTH SERVICE

OFFICE OF

ENVIRONMENTAL

HEALTH &

ENGINEERING

115 4TH AVENUE SE, ROOM 309

ABERDEEN, SD 57401

(605) 226-7451 FAX (605) 226-7689

K. F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY,

SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

PE STAMP:

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SPECIAL INSPECTION AND TESTING:

1. SPECIAL INSPECTION AND MINIMUM TESTING SHALL BE PERFORMED IN ACCORDANCE

WITH 2018 IBC AND ALL REFERENCED MATERIALS AND TABLES.

2. INSPECTION SHALL BE PROVIDED BY AN INDEPENDENT TESTING AGENCY HIRED AT THE

OWNER'S EXPENSE. AGENCY INSPECTION PERSONNEL SHALL MEET THE INSPECTOR

QUALIFICATIONS FOR EACH MATERIAL ITEM AS INDICATED IN THE SPECIFICATIONS.

3. ANY MATERIAL OR PLACEMENT DEVIATIONS FROM MINIMUMS SHOWN ON THE DRAWINGS

OR IN SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.

4. TESTING - ANY FAILED FIELD TEST SHALL BE REPORTED TO ALBERTSON ENGINEERING

INC IMMEDIATELY.

IBC 2018 TABLE 1705.3 REQUIRED SPECIAL INSPECTION

AND TESTS OF CONCRETE CONSTRUCTION

4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE

MEMBERS.b

10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.

A. APPLICATION OF PRESTRESSING FORCES.

8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE

AND TECHNIQUES.

6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR

STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS,

AND DETERMINE THE TEMPERATURE OF THE CONCRETE.

7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER

APPLICATION TECHNIQUES

ACI 318: CH. 26.9

ACI 318: 26.10

ACI 318: 26.5.3-26.5.5

ACI 318: 26.5

ASTM C172, ASTM C31,

ACI 318: 26.5, 26.12

ACI 318: 17.8.2.4,

ACI 318: 17.8.2

X

X

X

X

X

X

X

ACI 318: 26.11.2

1908.9

1908.6, 1908.7, 1908.8

1908.10

3. INSPECT ANCHORS CAST IN CONCRETE.

2. REINFORCING BAR WELDING:

1. INSPECTION REINFORCEMENT, INCLUDING PRESTRESSING

TENDONS, AND VERIFY PLACEMENT

TYPE

ACI 318 CH 20, 25.2,

25.3, 26.6.1-26.6.3

REFERENCED

STANDARDa

CONTINUOUS

SPECIAL

INSPECTION

X

AWS D1.4,

ACI 318: 26.6.4

IBC REFERENCE

1908.4

X

ACI 318: 17.8.2

5. VERIFY USE OF REQUIRED DESIGN MIX.

ACI 318: CH. 19,

26.4.3, 26.4.4

X

1904.1, 1904.2, 1908.2, 1908.3

12. INSPECT FORMWORK FOR SHAPE, LOCATION AND

DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.

ACI 318: 26.11.1.2(b)X

9. INSPECT OF PRESTRESSED CONCRETE FOR:

B. GROUTING OF BONDED PRESTRESSING TENDONS.

11. VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF

TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL

OF SHORES ANDFORMS FROM BEAMS AND STRUCTURAL SLABS.

XA. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM

A706.

X

B. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16".

C. INSPECT ALL OTHER WELDS

A. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR

UPWARDLLY INCLINED ORIENTATIONS TO RESIST

SUSTAINED TENSION LOADS.

B. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT

DEFINED IN 4A.

X

X

X

PERIODIC

SPECIAL

INSPECTION

a. WHERE APPLICABLE, SEE SECTION 1705.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.

b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSEUD BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318, OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.

MATERIAL TESTS.

IN THE ABSENCE OF SUFFICIENT DATA OR DOCUMENTATION PROVIDING EVIDENCE OF CONFORMANCE TO QUALITY STANDARDS FOR MATERIALS IN CHAPTERS 19 AND 20 OF ACI 318, THE BUILDING OFFICIAL SHALL REQUIRE TESTING OF MATERIALS IN ACCORDANCE WITH THE APPROPRIATE STANDARDS AND CRITERIA FOR THE MATERIAL IN CHAPTERS 19

AND 20 OF ACI 318.

REQUIRED ON

PROJECT

YES

NO

YES

YES

YES

NO

YES

NO

NO

NO

YES

NO

NO

CONCRETE PROPERTIES

4,000 PSI ≤3.0%

5.0% - 7.0%

EXTERIOR SLABS

LOCATION

28 DAY

COMPRESSIVE

STRENGTH

ENTRAINED

AIR

SLUMP MAX W/C

RATIO

INTERIOR SLABS 5,000 PSI

3" ± 1"

3" ± 1"

0.5

0.40

MICHAEL D.

ALBERTSON

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GREAT PLAINS

AREA INDIAN

HEALTH SERVICE

OFFICE OF

ENVIRONMENTAL

HEALTH &

ENGINEERING

115 4TH AVENUE SE, ROOM 309

ABERDEEN, SD 57401

(605) 226-7451 FAX (605) 226-7689

02-22-22

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JAB

MDA

FOUNDATIONS:

FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING

PRESSURE OF 2,000 PSF. ON EXISTING SOILS. BEFORE

CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE

VERIFIED BY A SUBSURFACE INVESTIGATION, A CERTIFIED TESTING

LABORATORY, WHOSE REPORT SHALL INCLUDE ANALYSIS AND

RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR THE

FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE

STRUCTURAL ENGINEER FOR REVIEW BEFORE FOUNDATION

CONSTRUCTION BEGINS.

PLUMBING SLEEVES:

MINIMUM SLEEVE SPACING SHALL BE TWO DIAMETERS CENTER TO

CENTER TO THE LARGER SLEEVE OR 6" CLEAR BETWEEN SLEEVES,

WHICHEVER IS GREATER. PRIOR TO CONSTRUCTION SLEEVE

LOCATIONS AND SIZES SHALL BE APPROVED BY THE STRUCTURAL

ENGINEER OF RECORD.

CHEMICAL ANCHORS:

SHALL BE A POLYMER INJECTION SYSTEM SUCH AS RAMSET "EPCON",

MOLLY "PARAMOUNT HVC", SIKA "SIKADUR INJECTION SEL", "HILTI-HIGH

STRENGTH EPOXY", OR APPROVED EQUAL, INSTALLED IN

ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS.

INSTALLERS SHALL BE TRAINED BY THE MANUFACTURER'S

REPRESENTATIVE.

ANCHOR BOLTS:

1. SHALL BE A36 THREADED ROD. PROVIDE HOT DIP GALVANIZE

FINISH ON ALL ANCHOR BOLTS PERMANENTLY EXPOSED TO

EXTERIOR OR IN CONTACT WITH PRESSURE TREATED LUMBER.

2. THREADED ROD EMBEDMENT DEPTH SPECIFIED IN THE DRAWINGS

SHALL BE FROM TOP OF CONCRETE TO TOP OF DOUBLE NUT.

CONCRETE TESTING:

1. CONCRETE TESTING SHALL BE PAID FOR BY THE OWNER. TESTING

LABORATORY SHALL PERFORM THE FOLLOWING TEST ON CAST-IN-

PLACE CONCRETE:

A. ASTM C143 - "STANDARD TEST METHOD FOR SLUMP OF

PORTLAND CEMENT CONCRETE."

B. ASTM C39 - "STANDARD TEST METHOD FOR COMPRESSIVE

STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS. A

SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS, FOR

EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER

DAY. REQUIRED CYLINDER(S) QUANTITIES AND TEST AGE AS

FOLLOWS:

a. AT 7 DAYS

b. AT 28 DAYS

C. PROVIDE ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED

UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28

DAY STRENGTH IS ACHIEVED, THE ADDITIONAL CYLINDER(S)

MAY BE DISCARDED.

D. TESTING SHALL BE BASED UPON CONCRETE TAKEN AT POINT OF

PLACEMENT.

E. IN ADDITION TO TYPICAL TESTING REQUIREMENTS, SLUMP AND

AIR CONTENT SAMPLES SHALL BE TAKEN AT BEGINNING OF

FIRST TRUCK PRIOR TO ANY PLACEMENT AND REPEATED AT THE

MIDDLE OF FIRST TRUCK. CONCRETE PLACEMENT SHALL NOT

START IF INITIAL TEST(S) FAIL AND SHALL NOT CONTINUE OF

TEST TAKEN AT MIDDLE OF FIRST LOAD FAILS.

F. IF ANY SLUMP OR AIR CONTENT FAILS DURING PLACMENT, TESTS

SHALL BE IMMEDIATELY REPORTED AND RETAKEN. IF RETAKEN

TESTS FAIL THEN ALL SUBSEQUENT LOADS MUST BE TESTED AT

ARRIVAL AND TEST MUST SHOW COMPLIANCE PRIOR TO THE

CONCRETE IN THAT TRUCK BEING ALLOWED FOR USE ON

PROJECT. ALL COSTS FOR ADDITIONAL TESTING SHALL BE

CREDITED TO THE OWNER.

PENETRATIONS:

NO PENETRATIONS SHALL BE MADE IN ANY STRUCTURAL MEMBERS

OTHER THAN THOSE LOCATED ON THESE DRAWINGS WITHOUT

PREVIOUS APPROVAL OF THE ENGINEER.

CONCRETE MIX DESIGN:

1. SHALL BE MIX DESIGNED BY A RECOGNIZED TESTING

LABORATORY TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED

BELOW WITH A PLASTIC AND WORKABLE MIX:

2. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR

LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY

IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION.

CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF

ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING,

ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN

CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM THE

TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS

FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2)

HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN

STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL

BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE

OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY

NONCOMPLIANCE WITH THE ABOVE. ALL SLABS SHALL BE CURED

USING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE

1 AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE

PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON

AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. ALL

SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL

BE RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE

UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE

APPROVAL OF THE ENGINEER.

3. COARSE AND FINE AGGREGATES SHALL COMPLY WITH ASTM C33

AND ACI 302.1, CURRENT VERSIONS.

a. COMPLIANCE WITH THE NON-REACTIVE REQUIREMENTS OF

ACI 302.1 SHALL NOT BE PROVIDED FOR BY THE PROVISION OF

ACI 302.1 (SUBSECTION 7.3) THAT EXCLUDES THE

AGGREGATES BEING CLASSIFIED AS DELETERIOUSLY

REACTIVE WITH ALKALIES IF THE AGGREGATE HAS A

SATISFACTORY SERVICE RECORD EVALUATION OR WITH THE

ADDITION OF A MATERIAL THAT HAS SHOWN TO PREVENT

HARMFUL EXPANSION DUE TO ALKALI-AGGREGATE REACTION.

b. CONCRETE MIX DESIGN SHALL INCLUDE TEST RECORDS OF

THE COMPLIANCE OF THE AGGREGATE MEETING THE

REQUIREMENTS OF ASTM C1260, AND THAT THE EXPANSION

OF THE MORTAR SAMPLE SHALL NOT EXCEED 0.10% WHEN

TESTED IN ACCORDANCE WITH ASTM C1260 AT 14 DAYS. USE

OF ADMIXTURES THAT MITIGATE THE EFFECT OF THE

REACTIVE AGGREGATE TO BE PROPOSED IN CONCRETE MIX

SHOP DRAWING MAY BE AN APPROVED APPROACH BY THE

ENGINEER TO ALLOW FOR THE USE OF OTHERWISE REACTIVE

AGGREGATES. IF SUCH MITIGATING MEASURES ARE

PROPOSED, THEY MUST BE INCLUDED WITHIN MIX DESIGN

SUBMITTAL. THE ENGINEER IS GIVEN DISCRETION AS TO

WHETHER OR NOT TO ACCEPT MITIGATING MEASURES OR TO

MAINTAIN REQUIREMENTS THAT NONREACTIVE AGGREGATES

MUST BE USED. AT A MINIMUM, SUCH DOCUMENTATION MUST

SHOW THAT REACTIVE AGGREGATES USED IN COMBINATION

WITH A GIVEN AMOUNT OF ADMIXTURE RESULTS IN THE

EXPANSION OF THE MORTAR SAMPLE BEING LESS THAN 0.10%

WHEN TESTED IN ACCORDANCE WITH ASTM C1567 AT 14 DAYS.

LIABILITY OF THE PERFORMANCE OF THE CONCRETE MIX

REMAINS SOLELY WITH GENERAL CONTRACTOR.

c. IF CONCRETE MIXES ARE APPROVED BY THE ENGINEER THAT

CONTAIN EITHER FINE OR COARSE AGGREGATE, THAT EITHER

SEPARATELY OR IN COMBINATION EXCEED THE 0.10%

EXPANSION WHEN TESTED ACCORDING TO ASTM C1260,

SPECIAL CONSIDERATIONS MUST BE GIVEN TO SLAB CURING

(SLABS ON GRADE AND ELEVATED SLABS). IN SUCH

INSTANCES SLABS SHALL BE CURED USING EITHER A WET

BURLAP OR CONTINUOUS WETTING/FOGGING METHOD FOR

SLABS FOR AT LEAST 10 DAYS. USE OF CURING AND/OR

SEALING COMPOUNDS IS NOT ACCEPTABLE UNTIL THE SLAB

HAS CURED A MINIMUM OF 28 DAYS AND THE CONDITIONS FOR

THE APPLICATION OF THE CURING COMPOUND ON THE

CONCRETE SLAB SET BY THE MANUFACTURER’S

RECOMMENDATIONS HAVE BEEN MET.

d. ENGINEER HAS SOLE DISCRETION IN DETERMINING

ACCEPTABILITY OF A CONCRETE SLAB THAT IS EXHIBITING

ALKALI-SILICA REACTION. FOR SLABS SHOWING AN ALKALI

SILICA REACTION SOLELY WITHIN THE FINE AGGREGATE: A

SLAB SHOWING AN AVERAGE DENSITY OF POPOUTS GREATER

THAN 1 PER 8 SQUARE FEET OVER ANY CONTIGUOUS AREA OF

100 SQUARE FEET OR LARGER, OR ANY AREA WITH A DENSITY

OF 1 POPOUTS PER 2 SQUARE FEET WITHIN ANY AREA UP TO

100 SQUARE FEET WOULD BE CONSIDERED AS A BASIS FOR

THE REJECTION OF THE SLAB FROM WHICH THOSE SAMPLE

AREAS ARE INCLUDED. FOR A ALKALI SILICA REACTION

WITHIN THE COARSE AGGREGATE: THE POPOUT DENSITIES

CONSIDERED FOR REJECTION OF THE CONCRETE SLAB SHALL

BE ½ OF THE DENSITIES GIVEN FOR FINE AGGREGATE. THE

EXTENT OF REJECTED SLAB TO BE DETERMINED BY

ENGINEER. THE TIME FRAME FOR OBSERVATION OF ALKALI

SILICA REACTIONS AND DETERMINATION OF REJECTION OF

THE CONCRETE SLAB SHALL BE AT LEAST 56 DAYS FROM THE

DATE OF POUR.

e. CONCRETE MIXES UTILIZING CRUSHED LIMESTONE AS COARSE

AGGREGATE AND CONTAINING AT LEAST 25% CLASS F FLY ASH

AND HAVING A SATISFACTORY SERVICE RECORD PER ACI 302.1

IS CONSIDERED AN ACCEPTABLE ALTERNATIVE APPROACH TO

THE COMPLIANCE REQUIREMENTS OUTLINED IN PROVISIONS

4a THROUGH 4d ABOVE.

4. THE CONCRETE STRENGTHS SHOWN IN THE SECTION ABOVE AND

IN THE SPECIFICATIONS ARE MINIMUM COMPRESSIVE STRENGTHS.

THE ENGINEER SHALL DETERMINE IF THE CONCRETE IS

ACCEPTABLE, OR TO BE REMOVED, OR TO RECEIVE SPECIAL

CURING IF THE COMPRESSIVE STRENGTHS ARE LESS THAN

SPECIFIED.

5. ALL CONCRETE EXPOSED TO WEATHER OR EARTH SHALL BE AIR

ENTRAINED TO 5% TO 7%.

6. WATER REDUCING AGENTS MAY BE USED IN THE CONCRETE MIX.

PLASTICIZERS AND SUPER-PLASTICIZERS MAY BE USED ONLY

WHEN WRITTEN PERMISSION OF THE ENGINEER IS GIVEN.

7. NO SALTS OF ANY KIND MAY BE USED IN CONCRETE BEFORE

OBTAINING THE ENGINEER'S WRITTEN PERMISSION FOR THEIR

USE.

SPECIAL INSPECTION AND TESTING:

1. SEE DETAILED INSPECTION AND TESTING REQUIREMENTS AS

INDICATED ON THIS SHEET.

DESIGN CODES:

• 2018 INTERNATIONAL BUILDING CODE.

• ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL

CONCRETE AND COMMENTARY.

• ASCE 7-16 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR

BUILDINGS AND OTHER STRUCTURES.

CONCRETE AND REINFORCING PLACEMENT:

1. ALL CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 301

AND ACI 117 EXCEPT AS MODIFIED BELOW:

A. ACI 117 ITEM 4.3.1.1 ELEVATIONS OF SLABS-ON-GRADE TOP OF

SLAB ELEVATION SHALL BE WITHIN A 3/8" ENVELOPE EITHER

SIDE OF THE THEORETICAL DESIGN SURFACE.

B. ACI 117 ITEM 4.5.7 FLOOR FINISH TOLERANCES AS MEASURED

BY PLACING A FREESTANDING (UNLEVELED) 10 FT.

STRAIGHTEDGE ANYWHERE ON THE SLAB AND ALLOWING IT

TO REST UPON TWO HIGH SPOTS WITHIN 28 DAYS AFTER

SLAB CONCRETE PLACEMENT. THE GAP AT ANY POINT

BETWEEN THE STRAIGHT EDGE AND THE FLOOR SHALL NOT

EXCEED 1/4".

2. ALL REINFORCING STEEL TO BE ASTM A615, GRADE 60 (#4 AND

LARGER), EXCEPT WHERE NOTED OTHERWISE. REINFORCING

SHALL NOT BE WELDED

3. WELDED WIRE FABRIC TO CONFORM TO ASTM A185 AND SHALL

BE FREE FROM OIL, SCALE, AND RUST. PLACE WWF IN

ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI

STANDARDS AND THE SPECIFICATIONS. MINIMUM LAPS SHALL BE

ONE SPACE PLUS 2"

4. ALL REINFORCING STEEL BARS TO BE DETAILED AND PLACED IN

ACCORDANCE WITH THE LATEST ACI MANUALS.

5. LAP ALL REINFORCING SPLICES IN CONCRETE A MINIMUM OF 48

BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER,

UNLESS NOTED OTHERWISE ON DRAWINGS (CLASS B SPLICE).

6. PROVIDE CORNER BARS OF SAME BAR DIAMETER AS SPECIFIED

FOR THE WALL, BEAM OR FOOTING. PROVIDE MINIMUM OF 40 BAR

DIAMETER LAP FOR ALL CORNER BARS, UNLESS NOTE

OTHERWISE.

7. PROVIDE FOUNDATION DOWELS AS SHOWN. MINIMUM SIZE

DOWELS TO BE #4, UNLESS OTHERWISE NOTED. ALL VERTICAL

REINFORCING STEEL IN COLUMNS AND PIERS, OR VERTICAL

REINFORCING IN WALLS, SHALL BE DOWELED INTO THE

FOOTINGS WITH SAME SIZE AND QUANTITY DOWEL AS THE

VERTICAL REINFORCING.

8. WHERE SHOWN ON THE DRAWINGS, PROVIDE WELD PLATES,

WELDMENTS, OR CONCRETE INSERTS FOR FASTENING AND

SECURING OTHER COMPONENTS. CONCRETE INSERTS SHALL BE

FURNISHED BY THE CONTRACTOR REQUIRING THEM AND

INSTALLED BY THE CONTRACTOR CASTING THE CONCRETE

AROUND THEM. CLIP ANGLES SHALL BE FURNISHED BY THE

CONTRACTOR REQUIRING THEM.

9. REINFORCING STEEL SHALL RECEIVE CONCRETE COVER AS

FOLLOWS:

DESCRIPTION MINIMUM COVER

CAST AGAINST & PERMANENTLY 3"

EXPOSED TO EARTH

EXPOSED TO EARTH OR WEATHER

#6 THROUGH #18 BARS 2"

#5 BARS OR SMALLER 1 1/2"

NOT EXPOSED TO EARTH OR WEATHER

OR IN CONTACT WITH THE GROUND, SLABS

AND WALLS

#11 BARS OR SMALLER 3/4"

#14 AND #18 1 1/2"

BEAMS AND COLUMNS 1 1/2"

SHELLS, FOLDED PLATE MEMBERS:

NO. 6 BAR AND LARGER 3/4"

NO. 5 BAR, W31 OR D31 WIRE AND SMALLER 1/2"

10. PROVIDE TWO (2) #5'S, ONE AT EACH FACE, UNLESS NOTED

OTHERWISE, AROUND ALL OPENINGS GREATER THAN 12"x12" IN

CAST-IN-PLACE CONCRETE. EXTEND REINFORCING 2'-0" BEYOND

OPENING IN BOTH DIRECTIONS. CONTACT ENGINEER FOR ALL

OPENINGS GREATER THAN 12"x12" FOR DESIGN.

11. COLD WEATHER AND HOT WEATHER PROVISIONS OF ACI 306 AND

305 (CURRENT EDITIONS), RESPECTIVELY, SHALL BE MAINTAINED.

12. UNLESS NOTED OTHERWISE ALL UNDER SLAB VAPOR

RETARDERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM

1745 CLASS A AND SHALL BE INSTALLED AS PER

MANUFACTURER'S RECOMMENDATIONS.

GENERAL NOTES:

1. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH

JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL,

ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT THESE

DRAWINGS FOR SLEEVES, DEPRESSIONS AND OTHER DETAILS NOT

SHOWN ON STRUCTURAL DRAWINGS.

2. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD.

ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF

THE ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART

OF THE WORK.

3. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND

STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE

CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION

PROCEDURES AND SEQUENCE TO ENSURE SAFETY OF THE

BUILDING AND ITS COMPONENTS DURING ERECTION. THIS

INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING,

TEMPORARY BRACING (AND ACCOMPANYING FOOTINGS), GUYS OR

TIE-DOWNS.

4. ADDITIONAL OBSERVATIONS AS A RESULT OF REJECTION OF WORK

COMPLETED AND/OR ADDITIONAL OBSERVATIONS DUE TO THE

DEFICIENCIES IN WORK OBSERVED WILL BE AT THE EXPENSE OF

THE CONTRACTOR.

5. ALL STRUCTURAL SHOP DRAWINGS TO BE REVIEWED BY JOB

SUPERINTENDENT IN ADDITION TO ALL PERSONNEL DEEMED

NECESSARY BY CONTRACTOR PRIOR TO SUBMITTAL TO ENGINEER

FOR APPROVAL.

1 100% CD SUBMITTAL 02-02-22

J

J

J.3

J.3

0.1 0.1

1 1

2 2

BOILER EQUIPMENT PAD

PAD TYPE 1

PUMP EQUIPMENT PAD

PAD TYPE 2

F.6 F.6

POT FEEDER EQUIPMENT PAD

PAD TYPE 1

16' - 0"

14' - 8"

14' - 8"

14' - 8"

2' - 0"

(5) #5 LONG DIRECTION

ANCHOR BOLT SIZE &

LOCATIONS BY EQUIPMENT

SUPPLIER, PROVIDE

DOUBLE NUT AT BASE

1/2" ISOLATION

JOINT & CAULK

(E) CONC SLAB-ON-GRADE

TO REMAIN

EQUIPMENT FOOTPRINT

3"⌀x3" DEEEP

SLEEVE, FILL W/

NON-SHRINK GROUT

TYP

6"

MIN

T Y

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O R

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SEE PLAN FOR BOD

(16) #5 SHORT DIRECTION

P E

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3/4"x3/4" CHAMFER

A

A

SECTION A-A

C L R

(5) #5 LONG DIRECTION

TOP & BOT

ANCHOR BOLT SIZE &

LOCATIONS BY EQUIPMENT

SUPPLIER, PROVIDE

DOUBLE NUT AT BASE

1/2" ISOLATION

JOINT & CAULK

(E) CONC SLAB-ON-GRADE

TO REMAIN

EQUIPMENT FOOTPRINT

3"⌀x3" DEEP SLEEVE

FILL W/ NON-SHRINK

GROUT

TYP

6"

MIN

T Y

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B O

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SEE PLAN FOR BOD

(13) #5 SHORT DIRECTION

TOP & BOT

P E

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3/4"x3/4" CHAMFER

A

A

SECTION A-A

C L R

MICHAEL D.

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GREAT PLAINS

AREA INDIAN

HEALTH SERVICE

OFFICE OF

ENVIRONMENTAL

HEALTH &

ENGINEERING

115 4TH AVENUE SE, ROOM 309

ABERDEEN, SD 57401

(605) 226-7451 FAX (605) 226-7689

02-22-22

As indicated

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JAB

MDA

1/4" = 1'-0"

HEATING PLANT CONC PADS

3/4" = 1'-0"

TYP EQUIPMENT PAD TYPE 1 DETAIL

3/4" = 1'-0"

TYP EQUIPMENT PAD TYPE 2 DETAIL

1 100% CD SUBMITTAL 02-22-22

DESCRIPTION

DIAMETER

CONDENSATE DRAIN, DRAIN

⌀, DIA.

BTU(H)

CD

DB

ABBREVIATION

FLEXIBLE CONNECTION

DEGREES FAHRENHEIT

ENTERING DRY BULB

HEATING

GALVANIZED

FULL LOAD AMPS

EDB

°F

FLA

HTG

GALV.

FC

TYPICAL

SQUARE FEET

STAINLESS STEEL

RUNNING LOAD AMPERESRLA

TYP.

SQ FT

BRITISH THERMAL UNITS (PER HOUR)

DRY BULB (DEGREES FAHRENHEIT)

MECHANICAL ABBREVIATIONS

BHP BRAKE HORSEPOWER

CENTRAL CONTROL PANELCCP

ENTERING AIR TEMPERATUREEAT

HORSEPOWERHP

REVOLUTIONS PER MINUTERPM

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ANSI AMERICAN NATIONAL STANDARD INSTITUTE

TOP OF CONCRETETOC

HEATING HOT WATER SUPPLYHHWS

HEATING HOT WATER RETURNHHWR

NATURAL GASG

GLYCOL SUPPLYGS

GLYCOL RETURNGR

UNLESS OTHERWISE NOTEDUON

DIFFERENTIAL PRESSUREDP

INCHES WATER GAUGEIN. W.G.

VARIABLE FREQUENCY DRIVEVFD

DCW DOMESTIC COLD WATER

BFP BACKFLOW PREVENTER

INSTANTANEOUS WATER HEATERIWH

CUBIC FEET PER HOURCFH

EFFICIENCYEFF

EXISTING

ENTERING WET BULB

EXHAUST AIR

EXTERNAL STATIC PRESSURE

EWB

EA

EWT

ESP

(E), EXIST.

ENTERING WATER TEMPERATURE

FEETFT

GALLONS PER MINUTEGPM

POUNDSLBS

MAXIMUM

MINIMUM

NIPPLE PIPE THREAD

OUTSIDE AIR

LOCKED ROTOR AMPERES

POINT OF CONNECTION

MAX.

LWB

LRA

MIN.

OA

NPT

MBH

, POC

LDB

THOUSAND BRITISH THERMAL UNITS PER HOUR

LEAVING DRY BULB IN DEGREES FAHRENHEIT

LEAVING WET BULB IN DEGREES FAHRENHEIT

LEAVING AIR TEMPERATURELAT

MFR MANUFACTURER

NEW(N)

PRESSURE REDUCING VALVEPRV

NET POSITIVE SUCTION HEADNPSH

PRESSURE DIFFERENTIAL TRANSMITTERPDT

POUNDS PER SQUARE INCH GAUGEPSIG

SS

MECHANICAL GENERAL NOTES

COMPRESSED AIRCA

INCHES WATER GAUGEIN. W.C.

1. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, SPECIFICATIONS, LOCAL

ORDINANCES AND INDUSTRY STANDARDS.

2. VERIFY EXACT LOCATION OF ALL EQUIPMENT AND PIPING. NOTIFY COR IMMEDIATELY

OF ANY DISCREPANCIES BETWEEN SYSTEMS AND DRAWINGS.

3. COORDINATE EXACT LOCATION OF EQUIPMENT AND ALL PENETRATIONS THROUGH

ROOF, FLOORS AND WALLS WITH ARCHITECTURAL, STRUCTURAL SYSTEMS PRIOR TO

COMMENCING WORK.

4. DUCT SIZES DENOTE INSIDE DIMENSION UNLESS OTHERWISE INDICATED.

5. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE

INTERNATIONAL MECHANICAL CODE.

6. ALL FIRE RATED CONSTRUCTION SHALL MEET THE REQUIREMENTS IN NFPA 90A. FIRE

DAMPERS SHALL HAVE A FIRE RATING OF 1 1/2 HOURS IN ACCORDANCE WITH THE

LATEST EDITION OF UL555, ONLY FOR WALL RATING OF 2 HOURS, PER CODE.

7. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 1 BOILER IN OPERATION AND

ASSOCIATED PIPING DURING CONSTRUCTION. INTENT IS TO HAVE ABILITY OF BOILER

SYSTEM TO PROVIDE 200 °F HEATING SUPPLY WATER AT ALL TIMES DURING

CONSTRUCTION FOR HYDRONIC HEATING REQUIREMENTS AND DOMESTIC HOT

WATER NEEDS.

SEE STRUCTURAL DRAWINGSSSD

FUEL OIL SUPPLY

FUEL OIL RETURNFOR

FOS

NOT TO SCALEN.T.S, NTS

BAS BUILDING AUTOMATION SYSTEM

MCA MINIMUM CIRCUIT AMPACITY

BMS BUILDING MANAGEMENT SYSTEM

MAXIMUM OVERLOAD CURRENT PROTECTIONMOCP

PROPOSED PHASING PLAN

THE FOLLOWING PHASING PLAN OUTLINES ONE APPROACH TO COMPLETION OF THE

REQUIRED SERVICES. THIS IN NO WAY REPRESENTS A COMPLETE, OR DETAILED,

PHASING PLAN. IT IS INTENDED ONLY TO OUTLINE THE HIGH-LEVEL TASKS TO BE

COMPLETED.

CONTRACTOR IS RESPONSIBLE FOR PROVIDING A DETAILED PHASING PLAN FOR IHS

REVIEW AND APPROVAL. THE FOLLOWING RESTRICTIONS SHALL BE STRICTLY ADHERED

TO:

A. AT ALL TIMES, AT LEAST ONE BOILER AND ASSOCIATED HYDRONIC ACCESSORIES

MUST REMAIN IN FULL OPERATION TO SERVE THE FACILITY HEATING AND

DOMESTIC HEATING REQUIREMENTS.

B. UNDER NO CIRCUMSTANCES SHALL ANY UTILITY (ELECTRICAL, WATER, FUEL OIL,

ETC) BE DISCONNECTED WITHOUT PRIOR WRITTEN APPROVAL FROM THE IHS

PROJECT MANAGER.

C. THE EXISTING FUEL OIL SYSTEM SHALL REMAIN OPERATIONAL THROUGHOUT THE

PROJECT CONSTRUCTION (WITH THE EXCEPTION OF MINIMAL SCHEDULED

OUTAGES).

D. PRIOR TO PREPARING AND SUBMITTING THE PHASING PLAN, CONTRACTOR SHALL

COORDINATE WITH IHS TO DETERMINE THE NUMBER OF DAYS THEY REQUIRE FOR

OUTAGE NOTICES, ETC., AND INCORPORATE THIS INTO THE DETAILED PHASING

PLAN.

PHASE 1 REMOVE EXISTING BOILERS (B-1 AND B-2) AND INSTALL NEW BOILERS (B-1

THRU B-3)

IT IS SUGGESTED THAT BOILER (E) B-2 IS REMOVED FIRST TO ALLOW ROOM TO INSTALL

THE NEW BOILERS WHILE BOILER (E)B-1, DT-3, REMAIN IN OPERATION.

1. DEMOLISH BOILER (E) B-2. KEEP (E) B-1, DHW HEATER AND ASSOCIATED

CIRCULATION PUMP OPERATIONAL.

2. MODIFY EQUIPMENT PADS AND DRAINS, ONCE BOILER IS COMPLETELY REMOVED.

3. INSTALL BOILER (N) B-3.

4. INSTALL PIPING, FLUES, PRIMARY AND SECONDARY PUMPS. KEEP (E) PUMPS IN

OPERATION UNTIL FINAL TIE-IN. IHS ALLOWS 1 HOUR DOWNTIME OF HOT WATER

SYSTEM FOR TIE-INS. COORDINATE WITH IHS IF MORE TIME IS REQUIRED.

5. INSTALL ELECTRICAL POWER SUPPLIES AND CONTROLS.

6. MODIFY MAKE-UP WATER CONNECTIONS TO THE BOILERS.

7. ISOLATE HWH-2, ISO VALVE, FUEL OIL SUPPLY, BUTTERFLY VALVES, ELECTRICAL

AND CONTROLS, FLUE ETC.. REMOVE DHWS-2 AND ALL ASSOCIATED PIPING. ONCE

(N) HWS IS INSTALLED AND VERIFIED TO BE OPERATIONAL, REPEAT FOR HWH-1

AND ASSOCIATED PIPING.

8. MAKE TIE-IN CONNECTIONS TO BOILER B-3. KEEP (E) B-1 OPERATIONAL.

9. VALVE OFF BOILER (E) B-1. DEMOLISH (E) B-1. SWITCH OVER TO (N) B-3 OPERATION

10. START UP BOILER (N) B-3 AND ASSOCIATED PRIMARY AND SECONDARY PUMPS.

MAKE FINAL CONNECTIONS AND TIE-INS.

11. ONCE SYSTEM IS UP AND RUNNING, PROCEED TO DEMOLISH (E) BOILER B-1 IN

SIMILAR FASHION AS (E) B-2 ABOVE.

12. INSTALL BOILER (N) B-2 AND (N) B-1 SIMILAR TO AS DESCRIBED ABOVE. RUN FUEL

SUPPLY OVER TO BOILER (N) B-2 AND (N) B-1 AND (N) B-3.

PHASE 2: START-UP TESTING AND BALANCING

TEST OPERATION OF EACH BOILER B-1, B-2 AND B-3 AND ASSOCIATED PRIMARY AND

SECONDARY PUMPS. ENSURE BOILERS AND ALL ASSOCIATED CONTROL SYSTEMS ARE

ABLE TO OPERATE UNDER BMS CONTROL. TEST BOILERS THROUGH ALL SEQUENCES AS

INDICATED ON THE DRAWINGS. TESTING OF SECONDARY PUMPS SHALL BE PERFORMED

PER THE SEQUENCE OF OPERATION TO THE SATISFACTION OF THE IHS.

TEST DOMESTIC HOT WATER STORAGE TANKS AND ASSOCIATED CIRCULATING PUMPS

INCLUDING TEMPERATURE SETPOINT CONTROL, PUMP OPERATION AND THREE WAY

VALVES MODULATION AND LEAD LAG & FAIL SEQUENCES.

TEST DDC CONTROLS AND BURNER MANAGEMENT INTEGRATION PER THE SEQUENCE

OF OPERATION.

ADDITIONAL TESTS ARE REQUIRED PER THE SPECIFICATIONS. TESTING SHALL BE

PERFORMED TO THE EXTENT NECESSARY TO DEMONSTRATE TO THE SATISFACTION OF

THE IHS THAT THE SYSTEM IS IN COMPLETE WORKING ORDER.

TOTAL ENCLOSED FAN COOLEDTEFC

METASYS USER INTERFACEMUI.

PRESSURE & TEMPERATURE

VALVE IN RISER (TYPE AS

INDICATED OR NOTED)

VENT , VENT RISER , VENT

THRU ROOF

VALVE WITH MOTOR ACTUATOR

PITCH DOWN IN

DIRECTION OF FLOW

& TEMPERATURE RELIEF VALVE

PLUMBING LEGEND cont'd

EXISTING TO BE REMOVED

FROM BELOW , TO BELOW

FROM ABOVE , TO ABOVE

FLUSH VALVE

FLOW IN DIRECTION OF ARROW

ECCENTRIC REDUCER

FLEXIBLE CONNECTOR

GRADE CLEANOUT

GLOBE VALVE

FLOOR SINK

FIXTURE UNIT

FLOOR DRAIN

FLOOR CLEANOUT

DRINKING FOUNTAIN

DIAMETER

(FB) , (TB)

(FA) , (TA)

FV

GL.V.

GCO

FU

FS

FD

FCO

FC

(E)

ER

DF

TYP. TYPICAL

V , VR , VTR

WCO

V

AV

UN

WALL CLEANOUT

VENT PIPING

UNION OR FLANGE

TWS

TH

TP

TWS

SOV

R , D

THERMOMETER

TRAP PRIMER

TEMPERED WATER SUPPLY

SHUTOFF VALVE, BALL TYPE.

RISE OR DROP

RISER UP (ELBOW)

RISER DOWN (ELBOW)

DEGREES FAHRENHEIT

CONCENTRIC REDUCER

COLD WATER HEADER, HOT WATER

CORRUGATED METAL PIPE

ATMOSPHERIC VENT

(STEAM OR HOT VAPOR)

ACCESS DOOR , ACCESS PANEL

ABOVE FLOOR , BELOW FLOOR

ABOVE FINISHED GRADE

ABOVE FINISHED FLOOR

CALIBRATED BALANCE VALVE

BACKFLOW PREVENTER

AUTOMATIC AIR VENT

BRANCH - TOP CONNECTION

BRANCH - BOTTOM CONNECTION

BRANCH - SIDE CONNECTION

CAP ON END OF PIPE

PLUMBING LEGEND

CARBON DIOXIDE PIPING

CENTER LINE

DOMESTIC COLD WATER

CHECK VALVE

CLEANOUT PLUG

BUTTERFLY VALVE

BALANCE VALVE, CIRCUIT SETTER

AQUASTAT

AREA DRAIN

ANGLE VALVE

DESCRIPTION

ABOVE CEILING

AQ

CWH, HWH, VH

CMP

CO

CL

CR

DCW

CO

CKV

CO

CO2

or

ATV

CO2

BFV

CBV

COP

BV

BFP

AD

ATV

AAV

AF , BF

SYMBOL

ABC

AFF

AFG

ANV

AD , AP

ABBREVIATION

RET

OR

S

P & TRV

PD

RV or P&TRV

P & TRV

PG

PD

PRV

(NTS)

POC

PT

AN

PG

PRESSURE GAUGE

PUMP DISCHARGE LINE

RELIEF VALVE OR PRESSURE

PRESSURE REDUCING VALVE

RETURN

NOT TO SCALE

PLUGGED TEE

PIPE ANCHOR

POINT OF CONNECTION

PIPE GUIDE

(N) , (E) NEW , EXISTING

DHW

HB

DHWR

HV

SYMBOL ABBREVIATION

DOMESTIC HOT WATER RETURN

DOMESTIC HOT WATER PIPING

HOSE BIBB

HAND VALVE

DESCRIPTION

CD CONDENSATE DRAIN

°F

PREFABRICATED BEDSIDE PBPU

AMERICAN DISABILITIES ACTA.D.A.

FIRE HOSE CABINETFHC

HEADER, VENT HEADER

PATIENT UNIT

RELIEF VALVE PIPING

GALLONS PER FLUSH

GALLONS PER MINUTE

GAGE COCK

GPF

GPM

GCK

COMPRESSED AIR PIPINGCA CA

TWR TWR TEMPERED WATER RETURN

VAC VAC VACUUM PIPING

LEGEND

EXISTING

DEMOLITION WORK

NEW WORK

T

BALL VALVE

GATE VALVE

DDC SENSOR W/ THERMOWELL

TEMPERATURE GAUGE

MIXING VALVE

MECHANICAL SYMBOLS

S T

A

T E

O F CA L I FOR N

I A

EXP.________

M 34008 3-31-2022

R

EG

IS

TE

RED

PROFESS IONAL

ENG

IN

E

ER

S

H A N E P A R

K

M E C H A N I C A

L www.ihs.gov

Scale

Project number

Date

Drawn by

Checked by

GREAT PLAINS

AREA INDIAN

HEALTH SERVICE

OFFICE OF

ENVIRONMENTAL

HEALTH &

ENGINEERING

115 4TH AVENUE SE, ROOM 309

ABERDEEN, SD 57401

(605) 226-7451 FAX (605) 226-7689

K. F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY,

SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

N.T.S

PE STAMP:

/2

/2

:2

:3

P

M

M-1

M E

C H

A N

IC

A

L S

Y M

B O

L S

A

B B

R E

V

IA

T

IO

N S

A N

D G

E N

E R

A L

N O

T E

S

R E

P L

A C

E H

E A

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IN

G P

L A

N T

02/22/2022

A. SHRESTHA

S. PARK

FIRETUBE BOILER SCHEDULE

TAG SERVICE MODEL

BOILER

TYPE

INPUT

BOILER

CAPACITY

MBH MBH

BOILER

HP

TYPE FUEL

FUEL OIL

(GPH)

BOILER BOILER

MIN.

FLOW

MAX.

FLOW

(GPM)

BLOWER

MOTOR

(HP)

OIL PUMP

MOTOR HP

(NO.2 OIL)

HEATING

SURFACE

(SQ. FT.)

B-1

HEATING HW,

DOMESTIC HW ALDRICH

CLASSIC

SERIES A3W4 5,040 4,184 125

FUEL OIL

#2 36 180 200 200 502 5 3/4 508

B-2

FIRE TUBE

WATER

BOILER

FUEL OIL

#2 180 200 200 502 5 3/4

VENT

STACK DIA.

(FLANGED)

(IN.)

PRV

(IN.)

DRAIN

(IN.)

WATER

RETURN

150#

ANSI FLANGE

WATER

OUTLET

150#

ANSI FLANGE

NORMAL

WATER WT

(LBs)

WINTER

AMBIENT

AIR ◦F

SUMMER

AMBIENT

AIR ◦F

ALTITUDE

(FT.)

LENGTH

(IN.)

WIDTH

(IN.)

HEIGHT

(IN.)

FRONT

TUBE

REMOVAL

12 2 1-1/2 4 4 5850 -7 92 3,240 164 34 80 103

12 2 1-1/2 4 4 5850 -7 92 3,240

(IN.)

EWT (◦F) LWT (◦F)

(GPM)

FIRETUBE BOILER SCHEDULE (CONTD.)

PRIMARY PUMP SCHEDULE

TAG LOCATION

PUMP

SERIES

PUMP

SIZE

PUMP

TYPE

COUPLING

TYPE

IMPELLER

SIZE

GPM

PUMP

EFFICIENCY

PUMP

RPM

ELECTRICAL

PUMP

WEIGHT

LBS

NOTES

VOLTS PH HZ

PUMP

BHP

PUMP

HP

PUMP

FLA

PUMP

MCA

BWCP-1

BOILER

ROOM

B & G SERIES 80 4x4x9-1/2 INLINE

CLOSE

COUPLED

9-1/2 275 73 1150 460 3 60 2.8 3 4.5 5.6

BWCP-2

BOILER

ROOM

B & G SERIES 80 4x4x9-1/2 INLINE

CLOSE

COUPLED

9-1/2 275 73 1150 460 3 60 2.8 3 4.5 5.6

BWCP-3

BOILER

ROOM

B & G SERIES 80 4x4x9-1/2 INLINE

CLOSE

COUPLED

9-1/2 275 73 1150 460 3 60 2.8 3 4.5 5.6

PRIMARY PUMP SCHEDULE NOTES:

WPD

FT

MFR OR

APPROVED

EQUAL

SECONDARY PUMP SCHEDULE

TAG LOCATION MODEL

PUMP

SIZE

IMPELLER

SIZE

HIGH

SPEED

(GPM)

HIGH

SPEED

WPD

(FT)

HIGH

SPEED

(RPM)

HIGH

SPEED

HP

HIGH

SPEED

FLA

HIGH

SPEED

MCA

HIGH

SPEED

MOCP

BWSP - 1A & 1B

HIGH SPEED

BOILER

ROOM ARMSTRONG

DUAL ARM 4302

0408-020 4x4x6.66 6.66 400 140 3337 25 31.00 38.80 46.5 627

TAG LOCATION

IMPELLER

SIZE

LOW

SPEED

(GPM)

LOW

SPEED

WPD

(FT)

LOW

SPEED

RPM

LOW

SPEED

BHP

LOW

SPEED

FLA

LOW

SPEED

MCA

LOW

SPEED

MOCP

300 75.00 2476 17.2 25 31 37

SECONDARY PUMP SCHEDULE NOTES:

NOTES

MFR OR

APPROVED

EQUAL

MFR OR

APPROVED

EQUAL

PUMP

WEIGHT

LBS

MFR OR

APPROVED

EQUAL

FIRE TUBE

WATER

BOILER

ALDRICH

CLASSIC

SERIES A3W4 508365,040 4,184 125

OUTPUT

BOILER

CAPACITY

B-3

FIRE TUBE

WATER

BOILER

FUEL OIL

#2

180 200 200 502 5 3/4ALDRICH

CLASSIC

SERIES A3W4 508365,040 4,184 125

12 2 1-1/2 4 4 5850 -7 92 3,240

164 34 80 103

164 34 80 103

BOILER TAG PUMP TAG

BWCP-1

BWCP-2

BWCP-3

BWSP-1A & 1B

BWSP-2A & 2B

B-1

B-2

B-3

V / P/ Hz

460 V / 3P / 60 HZ

FLA

MCA

MOCP

BURNER

POWER FLAME

MFR OR

APPROVED

EQUAL

C4 OB

MODEL

BLOWER

FAN

FLA

8.9

8.9

8.9

460 V / 3P / 60 HZ 16 20 30

460 V / 3P / 60 HZ 16 20 30

1 2 3 4 5

6 7 8

1 MOUNT ON HOUSEKEEPING PAD PER DETAIL 6/M-12

2 PROVIDE DIFFERENTIAL PRESURE TRANSDUCER ACROSS EACH PUMP

3 PUMP VFD, DISCONNECTS TO BE PROVIDED BY HVAC

4 PROVIDE LOW AND HIGH PUMP SPEED SIGNALS FOR PUMP VFDs

5 HAND-OFF-AUTO CONTROL PANEL W/RUN STATUS LIGHTS AND MANUAL POTENTIOMETER SPEED CONTROL

6 PROVIDE VFD " ENABLING" AND "DISABLING"

7 PROVIDE VFD FEEDBACK STATUS AND VFD ALARMING TO BAS

8 EACH PUMP HAS DOUBLE VOLUTE CONFIGURATION W/ TWO PUMP MOTORS AND TWO VFDS PER PUMP

1 2 3 4 5 6

1 2 3 4 5 6

1 2 3 4 5 6

1 PROVIDE COMBINATION DISCONNECT AND STARTER IN NEMA 12 ENCLOSURE

2 PROVIDE CHECK VALVE, INSTALL PER DERAIL 5/M-11.

3 PROVIDE SUCTION DIFFUSER WITH START UP SOCKS

4 PROVIDE FLOW SWITCH FOR PROOF OF FLOW

5 SYSTEM IS BEING DESIGNED FOR POSSIBLE FUTURE USE WITH GLYCOL

6 INTERLOCK PUMP START AND STOP WITH BOILER CONTROLLER. INTERFACE CONTROL POINTS WITH EXISTING BMS FOR VISIBILITY

(FUTURE)

% GLYCOL

(SEE NOTE 5)

TAG

B-1

B-2

B-3

(FUTURE)

% GLYCOL

SECONDARY PUMP GENERAL NOTE:

• THERE ARE 4 PUMPS IN TOTAL, EACH SET CONSISTS OF DOUBLE VOLUTE PUMPS, W/ 2 MOTORS & 2 VFDS EACH.

HIGH SPEED & LOW SPEED DATA SHOWN FOR INFORMATION PURPOSES ONLY.

9 SYSTEM IS BEING DESIGNED FOR POSSIBLE FUTURE USE WITH GLYCOL

460 V / 3P / 60 HZ

V / P / HZMODEL

PUMP

SIZE

1 PROVIDE BACNET MS/TP SERIAL COMMUNICATION CARDS FOR EACH BOILER BURNER MANAGMENT CONTROLS SYSTEMS

7 PROVIDE BACNET MS/TP SERIAL COMMUNICATION CARDS FOR EACH PRIMARY PUMP

BWSP - 2A & 2B

HIGH SPEED

BOILER

ROOM ARMSTRONG

DUAL ARM 4302

0408-020 4x4x6.66 6.66 400 140 3337 25 31.00 38.80 46.5 627 25

BWSP - 1A & 1B

LOW SPEED

BOILER

ROOM ARMSTRONG

DUAL ARM 4302

0408-020 4x4x6.66 6.66

BWSP - 2A & 2B

LOW SPEED

BOILER

ROOM ARMSTRONG

DUAL ARM 4302

0408-020 4x4x6.66 6.66 300 75.00 2476 17.2 25 31 37 460 V / 3P / 60 HZ

10 PROVIDE BACNET MS/TP SERIAL COMMUNICATION CARDS FOR EACH SECONDARY PUMP

NOTES

HEATING HW,

DOMESTIC HW

HEATING HW,

DOMESTIC HW

8 CONTRACTOR SHALL UTILIZE BALANCING VALVE OR TRIPLE DUTY VALVE TO SET FLOW RATES PER PUMP

11 CONTRACTOR SHALL UTILIZE BALANCING VALVE OR TRIPLE DUTY VALVE TO SET FLOW RATES PER PUMP

2 INSTALL ON HOUSEKEEPING PAD PER DETAIL 8/M-12.

GENERAL NOTES

1. FOR ALL COMMUNICATING EQUIPMENT, PROVIDE

BACNET/MSTP COMPATIBLE CARDS NEXT TO EQUIPMENT

CONTROLLER IN CONTROL PANEL IN ORDER TO FULLY

INTEGRATE/COMMUNICATE WITH THIRD PARTY DEVICES

WITH (E) JCI METASYS CONTROL SYSTEM.

S T

A

T E

O F CA L I FOR N

I A

EXP.________

M 34008 3-31-2022

R

EG

IS

TE

RED

PROFESS IONAL

ENG

IN

E

ER

S

H A N E P A R

K

M E C H A N I C A

L www.ihs.gov

Scale

Project number

Date

Drawn by

Checked by

GREAT PLAINS

AREA INDIAN

HEALTH SERVICE

OFFICE OF

ENVIRONMENTAL

HEALTH &

ENGINEERING

115 4TH AVENUE SE, ROOM 309

ABERDEEN, SD 57401

(605) 226-7451 FAX (605) 226-7689

K. F. DAVIS ENGINEERING, INC.

530 LA GONDA WAY,

SUITE E

DANVILLE, CA 94526

WWW.KFDE.US

(925) 743-8884

N.T.S

PE STAMP:

/2

/2

:2

:3

P

M

M-2

M E

C H

A N

IC

A

L S

C H

E D

U L

E S

R E

P L

A C

E H

E A

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G P

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02/22/2022

A. SHRESTHA

S. PARK

DOMESTIC HOT WATER STORAGE TANK SCHEDULE

TAG

MODEL

NUMBER

STANDARD

RECOVERY…