610-16-104 addendum 04 all drawings 20201201.pdf

P: 937-224-0861 www.heapy.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Marion VA Marion, IN

#610-16-104

PROJECT NO. 2018-05034

CONSTRUCTION DOCUMENTS

04/29/2020

FULLY SPRINKLERED

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF 61

C R e v it U s e r F ile s \F

F E

M a ri o n

B u ild in g s w it c h p a tr ic k .h ill ie r@ ff e

-s e rv

.c o m

.r v t

/1 /2

:2

:5

P

M

G000

COVER SHEET

PH PH

SITE

PROJECT 610-16-104

UPGRADE EMERGENCY POWER IN

BUILDING 138

DEPARTMENT OF VETERANS AFFAIRS

MARION, INDIANA

CAMPUS LOCATION SITE MAP

1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL AUTHORITIES, CODES, RULES AND REGULATIONS.

2. THESE DOCUMENTS SHOW THE MINIMUM CONSTRUCTION REQUIREMENTS AND THE MINIMUM QUALITY OF WORK EXPECTED. MORE STRINGENT REQUIREMENTS STIPULATED

WITHIN RELEVANT MANUFACTURER’S INSTALLATION INSTRUCTIONS WILL SUPERSEDE.

3. ANY UNFORESEEN OR UNCLEAR CONDITIONS SHALL BE REPORTED TO THE ARCHITECT/COR PRIOR TO PROCEEDING WITH WORK BY RFI.

4. ANY CONFLICTS WITHIN THE DRAWINGS, BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, OR BETWEEN THE DRAWINGS AND THE ACTUAL CONDITIONS AT THE SITE, ARE TO BE

BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT/COR VIA RFI. THE CONTRACTOR SHALL NOT PROCEED WITH WORK UNTIL WRITTEN CLARIFICATION FROM THE COR IS

RECEIVED.

5. UNLESS OTHERWISE NOTED, ALL MATERIALS AND EQUIPMENT ARE TO BE INSTALLED PER THE APPLICABLE PROVISIONS OF THESE DOCUMENTS AND THE MANUFACTURER’S

INSTRUCTIONS.

6. ALL MATERIALS USED ARE REQUIRED TO BE NEW UNLESS OTHERWISE NOTED AND/OR OF A QUALITY TO MEET OR EXCEED ALL APPLICABLE INDUSTRY STANDARDS. WHERE SPECIFIED PRODUCTS OR MANUFACTURERS ARE NOT NOTED, THE CONTRACTOR IS REQUIRED TO NOTIFY THE ARCHITECT TO OBTAIN A MINIMUM STANDARD OF QUALITY.

7. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS, METHODS AND TECHNIQUES FOR CONSTRUCTION.

8. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR JOB-SITE SAFETY INCLUDING BUT NOT LIMITED TO THE ADHERENCE TO OSHA REGULATIONS.

9. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE PERFORMED BY PERSONNEL LICENSED IN THE STATE WHERE THIS PROJECT IS LOCATED.

10. REMOVE ALL DEBRIS PROPERLY FROM THE SITE. LOAD DEBRIS DIRECTLY ONTO TRUCKS OR INTO DUMPSTERS FOR REMOVAL. DISPOSE OF DEBRIS LEGALLY. DO NOT BURN DEBRIS

ON THE SITE. DO NOT ALLOW DEBRIS TO ENTER SEWERS. DO NOT ALLOW PILED DEBRIS TO ENDANGER STRUCTURES, BLOCK EXISTS OR ROADWAYS. COMBUSTIBLE WASTE WHICH COULD CREATE A FIRE HAZARD SHALL NOT BE PERMITTED TO ACCUMULATE IN OR AROUND THE CONSTRUCTION SITE.

11. COORDINATE ALL WORK WITH ALL OTHER DISCIPLINES, INCLUDING, BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, PLUMBING & SITE DRAWINGS. EXACT SIZE AND LOCATION OF ALL ROOF AND FLOOR OPENINGS SHOWN ON ARCHITECTURAL DRAWINGS SHALL BE VERIFIED WITH THE ASSOCIATED SUB-CONTRACTORS PRIOR TO CONSTRUCTION.

12. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL PLAN DIMENSIONS ARE TAKEN TO FINISH FACE OF CONSTRUCTION.

13. LAYOUT AND VERIFY ALL PARTITION LOCATIONS PRIOR TO CONSTRUCTION FOR CLEARANCES AND DIMENSIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

14. WITHIN ALL METAL STUD PARTITIONS, THE GENERAL CONTRACTOR IS TO PROVIDE BLOCKING FOR ALL WALL MOUNTED EQUIPMENT AND ACCESSORIES INCLUDING BUT NOT LIMITED

TO: MECHANICAL, ELECTRICAL AND PLUMBING DEVICES, FURNITURE, CASEWORK, MILLWORK AND ALL OTHER WALL MOUNTED ACCESSORIES AND ITEMS. THE LOCATIONS, MOUNTING HEIGHTS AND BLOCKING REQUIREMENTS SHOWN HEREON ARE GIVEN FOR INFORMATIONAL PURPOSES ONLY AND IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THIS INFORMATION WITH THE ASSOCIATED SUB-CONTRACTORS, MANUFACTURERS, OR EQUIPMENT SUPPLIERS. SEE TYPICAL BLOCKING DETAILS IN METAL STUD WALLS INCLUDED IN THESE DOCUMENTS FOR BLOCKING AND ANCHORING REQUIREMENTS.

15. ALL CONCEALED WOOD SHALL BE FIRE RETARDANT TREATED.

16. THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND PLUMBING, TO DETERMINE THE

SIZE AND LOCATION OF ALL PENETRATIONS IN NEW CONSTRUCTION. COORDINATE AND PROVIDE ALL OPENINGS. SEAL CONSTRUCTION TIGHT TO ALL PENETRATIONS AND CAULK.

17. ALL PENETRATIONS THROUGH FIRE RATED CONSTRUCTION MUST BE FIRE SAFED IN ACCORDANCE WITH THE SPECIFICATIONS. ALL PENITRATIONS THAT ARE NOT IN FIRE BARRIERS

ARE TO BE FILLED WITH LIKE MATERIALS.

18. PROVIDE CONTROL JOINTS IN GYPSUM WALLBOARD INTERIOR PARTITIONS AT 30 FEET ON CENTER MAXIMUM. WHERE POSSIBLE, LOCATE AT CORNERS ABOVE OPENINGS. VERIFY

LOCATIONS WITH ARCHITECT. SEE THE ASSOCIATED TYPICAL DETAILS INCLUDED IN THESE DOCUMENTS.

19. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL EQUIPMENT INSTALLATION AND VERIFYING ALL REQUIRED ROUGH OPENINGS, AND ROUGH-IN DIMENSIONS

WITH THE EQUIPMENT MANUFACTURER, OWNER AND ARCHITECT PRIOR TO CONSTRUCTION.

GENERAL PROJECT NOTES FOR NEW WORK:

1. SEE GENERAL PROJECT NOTES FOR NEW WORK FOR ADDITIONAL REQUIREMENTS FOR WORK WITHIN THE EXISTING FACILITY.

2. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND FIELD CONDITIONS PRIOR TO DEMOLITION AND CONSTRUCTION. IF

PROVIDED, THE GENERAL CONTRACTOR SHALL CAREFULLY EXAMINE EXISTING BUILDING DOCUMENTS. THE CONTRACTOR SHALL BRING ANY

DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.

3. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF EXISTING ITEMS TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

4. MAINTAIN EXIT EGRESS PATHS TO EXISTING EXIT DOORS DURING CONSTRUCTION.

5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL CONSTRUCTION ROUTES BEYOND THE AREAS OF WORK AND THE

ROUTES MUST BE RETURNED TO THEIR ORIGINAL CONDITION AT THE END OF THE PROJECT.

6. MAINTAIN THE BUILDING IN A WEATHER TIGHT CONDITION AT ALL TIMES.

7. ALL DEMOLITION AND CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE OWNER TO MINIMIZE DISRUPTIONS OF NORMAL FUNCTIONS OF

THE OWNER'S OCCUPIED AREAS.

8. IF CONSTRUCTION NOISE IS ANTICIPATED, SUBMIT A WRITTEN REQUEST TO THE OWNER FOR THE SCHEDULED TIME OF THE CONSTRUCTION

ACTIVITIES. NO WORK SHALL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE OWNER. THE OWNER RESERVES THE RIGHT TO DISCONTINUE NOISY CONSTRUCTION AT ANY TIME. NO RADIOS SHALL BE PERMITTED AT ANY TIME IN WORK AREAS ADJACENT TO OCCUPIED SPACES.

9. ALL EXISTING SERVICES AND UTILITIES SHALL BE MAINTAINED TO ADJACENT DEPARTMENTS OR AREAS THAT ARE IN OPERATION AND SERVED BY THEM. COORDINATE ALL DISRUPTIONS OR DISCONTINUATIONS OF UTILITIES AND SERVICES WITH OWNER. NO SHUT DOWN OF EXISTING SERVICES IS ALLOWED TO OCCUR UNTIL RECEIVING THE OWNER'S WRITTEN APPROVAL OF THE SHUT DOWN SCHEDULE. PROVIDE TEMPORARY SERVICES AND/OR

UTILITIES DURING INTERRUPTIONS AS REQUIRED AND APPROVED BY THE OWNER.

10. THE GENERAL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO OWNER'S OCCUPIED AREAS ADJACENT TO NEW CONSTRUCTION OR OCCUPIED AREAS WHERE VARIOUS SYSTEM CONNECTIONS OR EXTENSIONS ARE REQUIRED. IN THESE AREAS, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR DAMAGE CAUSED BY LACK OF SUFFICIENT PROTECTION FROM THE WEATHER AND FROM THE RESULTS OF ALL

CONSTRUCTION ACTIVITY INCLUDING BUT NOT LIMITED TO DUST AND WATER.

11. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN APPROVAL FROM THE OWNER BEFORE USING OPEN FLAMES, WELDING RODS AND TORCHES.

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS TO PROHIBIT THE MIGRATION OF SMOKE AND OTHER PRODUCTS OF COMBUSTION INTO OCCUPIED AREAS OF THE EXISTING BUILDING AND FOR OBTAINING ALL REQUIRED PERMITS RELATED TO HOT WORK.

12. PROVIDE FIRE PROTECTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AUTHORITY.

13. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO PATCH ALL SPRAY-ON FIRE PROTECTION AT REMOVALS, AT ANY EXISTING LOCATIONS WHICH

ARE VOID OF PROTECTION WITHIN THE AREA OF WORK AND AT NEW CONSTRUCTION WHICH DISTURBS EXISTING FIRE PROTECTION. FIREPROOFING

MUST BE CONTINUOUS AND UNOBSTRUCTED.

14. DO NOT OVERLOAD THE EXISTING BUILDING STRUCTURE. MAINTAIN THE STRUCTURAL INTEGRITY OF ALL STRUCTURAL FRAMING MEMBERS AND

SYSTEMS AT ALL TIMES.

15. ALL DEMOLISHED MATERIAL, EXCEPT MATERIAL THAT IS LISTED OR MARKED BY THE ARCHITECT OR THE OWNER FOR RETENTION, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND IT SHALL BE DISPOSED OF. NO DEBRIS RESULTING FROM WORK SHALL BE LEFT IN THE CONSTRUCTION

ROUTES BEYOND THE AREAS OF WORK.

16. REMOVAL OF A PARTICULAR ITEM IS TO INCLUDE ALL RELATED ITEMS, SUCH AS REMOVAL OF WALLS WOULD INCLUDE ASSOCIATED DOORS, HARDWARE, ELECTRICAL, PLUMBING, MECHANICAL, ETC. REFER TO DEMOLITION DRAWINGS FOR MORE INFORMATION. FOR ALL REMOVALS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL AND

PLUMBING.

17. WHERE CEILINGS ARE SHOWN TO BE REMOVED, ALL UNUSED SUSPENDED EQUIPMENT, WIRES, ANGLES, ETC. SHALL BE REMOVED. SEE DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION. EXISTING LIGHTS MAY BE MAINTAINED AS TEMPORARY CONSTRUCTION LIGHTING.

18. THE CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR ITEMS NOT DEMOLISHED OR REMOVED AS REQUIRED UNTIL PERMANENT SUPPORT IS

PROVIDED IN THE FINAL CONSTRUCTION.

19. ALL OPENINGS IN EXISTING WALLS, CEILINGS AND FLOORS, WHICH ARE THE RESULT OF REMOVALS AND OTHER NEW CONSTRUCTION ACTIVITY, SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

20. ALL EXISTING OPENINGS IN CEILINGS, FLOORS AND WALLS DISCOVERED IN THE EXISTING STRUCTURE SHALL BE PATCHED WITH NEW MATERIALS THAT MATCH THE EXISTING MATERIALS. IF THE PATCH IS TO BE MADE IN FIRE RATED CONSTRUCTION, THE PATCH MUST ACHIEVE THE REQUIRED FIRE RATING. THE PATCH SHALL BE FINISHED TO A LIKE NEW CONDITION TO MATCH THE EXISTING FINISH.

21. WHERE EXISTING SURFACES ARE TO BE REFINISHED OR ARE TO SERVE AS SUBSTRATE FOR THE ATTACHMENT OR APPLICATION OF NEW MATERIALS OR CONSTRUCTION, PREPARE OR ALTER THE EXISTING SURFACES AS NECESSARY TO PROPERLY ACCOMMODATE THE NEW MATERIALS.

22. FIELD VERIFY SIZES AND DIMENSIONS OF ALL EXISTING UTILITIES THAT IMPACT THE NEW WORK. DETERMINE THE SIZE AND LOCATION THE PENETRATIONS FROM THE EXISTING UTILITIES WITHIN THE NEW WORK. SEAL TIGHT TO ALL PENETRATIONS AND CAULK.

23. PENETRATIONS THROUGH EXISTING FIRE RATED CONSTRUCTION MUST BE PROPERLY CLOSED AND FIRE SAFED TO ACHIEVE THE PROPER FIRE

RATING BY THE END OF CONSTRUCTION OPERATIONS FOR EACH DAY.

24. NEW HOLES IN EXISTING ELEVATED FLOOR AND ROOF STRUCTURES FOR NEW WORK MUST BE COORDINATED WITH THE EXISTING STRUCTURE SO

THAT CRITICAL STRUCTURAL MEMBERS ARE NOT DAMAGED.

25. UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING SALVAGED STOCK BEFORE ORDERING

NEW MATERIAL.

GENERAL PROJECT NOTES FOR EXISTING FACILITIES:

BLDG 138

SHEET INDEX

PAGE # SHEET NO. SHEET NAME

GENERAL

1 G000 COVER SHEET

2 G001 ABBREVIATIONS AND CODE NOTES

3 G002 LIFE SAFETY PLANS

CIVIL

4 C100 ARCHITECTURAL SITE PLAN

5 CD101 CIVL DEMOLITION PLAN

6 CE101 SEDIMENT CONTROL PLAN

7 CG101 GRADING PLAN

8 CI501 CIVIL DETAILS

9 CI502 NEW CIVIL

10 CS101 SITE PLAN

11 CU101 OVERALL UTILITY PLAN

12 CU102 WATER SERVICE

13 CU103 WATER SERVICE PROFILE & DETAILS

STRUCTURAL

14 194SI-001 STRUCTURAL GENERAL NOTES

15 194SB-101 FOUNDATION PLAN

16 194SB-102 SLAB PLAN

17 194SB-601 STRUCTURAL SECTIONS

18 194SB-602 STRUCTURAL DETAILS

19 194SF-101 STRUCURAL FRAMING PLAN AND ELEVATIONS

20 194SF-601 STRUCTURAL FRAMING SECTIONS AND DETAILS

ARCHITECTURAL

21 175AS-101 NEW WORK - BUILDING 175 - LEVEL 1

22 194AS-100 FLOOR PLAN

23 194AS-101 ENLARGED FLOOR PLANS

24 194AS-200 ELEVATIONS AND SECTIONS

25 194AS-201 ELEVATION AND SECTIONS

26 194AS-300 WALL SECTIONS

27 194AS-302 MISC. DETAILS

28 194AS-301 ENLARGED DETAILS

FIRE PROTECTION

29 194FP-101 FIRE PROTECTION PLAN

MECHANICAL

30 MH-001 MECHANICAL LEGEND

31 175MH-101 HVAC FLOOR PLAN

32 194MH-101 MECHANICAL PLANS AND SECTIONS

33 194MH-102 MECHANICAL PLANS AND SECTIONS

34 194MH-501 MECHANICAL DETAILS

35 194MH-601 MECHANICAL SCHEDULES I

36 194MH-602 MECHANICAL SCHEDULES II

37 194MH-603 HVAC INSTRUMENTATION AND CONTROLS - SWITCHGEAR ROOM

38 194MH-604 FUEL PIPING DIAGRAM AND INSTRUMENTATION

ELECTRICAL

39 E001 LEGEND & ABBREVIATIONS

40 138E-002 BUILDING 138 PANELBOARD SCHEDULES

41 138E-003 BUILDING 138 PANELBOARD SCHEDULES

42 138E-004 BUILDING 138 - SINGLE LINE DIAGRAM

43 138E-005 BUILDING 138 - SINGLE LINE DIAGRAM

44 138EP-100 POWER - BUILDING 138 - BASEMENT PLAN

45 138EP-101 POWER - BUILDING 138 - LEVEL 1 PLAN

46 138EP-102 POWER - BUILDING 138 - LEVEL 2 PLAN

47 138EP-103 POWER - BUILDING 138 - LEVEL 3 PLAN

48 138EP-104 POWER - BUILDING 138 - LEVEL 4 PLAN

49 138EP-105 POWER - BUILDING 138 - LEVEL 5 PLAN

50 175EP-101 POWER - BUILDING 175 - LEVEL 1 PLAN

51 EE001S EMCS - SITE PLAN

51.5 EP002S BUILDING 175 & 138 CONDUIT SITE PLAN

52 EE100 EMCS - COMPLEX BASEMENT PLANS

53 EE101 EMCS - COMPLEX LEVEL 1 PLANS

54 EE401 EMCS - ENLARGED ROOM PLANS

55 EE601 EMCS - RISER DIAGRAM

56 EP001S POWER - SITE PLAN

57 EP201 POWER - MV SWITCHGEAR ELEVATION

58 EP401 POWER - ENLARGED SITE PLAN

59 EP601 POWER - SITE - SINGLE LINE DIAGRAM

60 194EL-100 ELECTRICAL LIGHTING PLAN

61 194EP-100 ELECTRICAL POWER PLAN

62 194EY-100 ELECTRICAL SITE COMMUNICATION PLAN

63 194LP-100 ELECTRICAL LIGHTNING PROTECTION PLAN

CONSTRUCTION LOCATION

Revisions: Date:

ADDENDUM 4 11/23/2020

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Marion VA Marion, IN

#610-16-104

PROJECT NO. 2018-05034

CONSTRUCTION DOCUMENTS

04/29/2020

FULLY SPRINKLERED

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF 61

C R e v it U s e r F ile s \F

F E

M a ri o n

B u ild in g s w it c h p a tr ic k .h ill ie r@ ff e

-s e rv

.c o m

.r v t

/3 /2

:5

:5

A

M

G001

ABBREVIATIONS AND CODE

NOTES

PH BL

XXX

ABBREVIATIONS

A.B. ANCHOR BOLT

ALT. ALTERNATE

ARCH.

ARCHITECTURAL

AVG. AVERAGE

AFF. ABOVE FINISH FLOOR

BFF BELOW FINISH FLOOR

BLDG. BUILDING

BM. BEAM

B.O. BOTTOM OF

BRG. BEARING

C.J. CONTROL JOINT

CMU CONCRETE MASONRY

UNIT

CONC. CONCRETE

CJ CONSTRUCTION

JOINT

D DEPTH

DET. DETAIL

DIA. DIAMETER

EA. EACH

ELEV. ELEVATION

EQ. EQUAL

E.W. EACH WAY

EXIST. EXISTING

(E) EXISTING EXISTING

E.F. EACH FACE

FIN. FINISH

FLR. FLOOR

FND. FOUNDATION

FNDTN. FOUNDATION

FTG. FOOTING

F.S. FAR SIDE

GA. GAUGE

GALV. GALVANIZED

HDG HOT DIPPED

GALVANIZED

HORIZ. HORIZONTAL

HORZ. HORIZONTAL

H.P. HIGH POINT

INSUL. INSULATION

I.F. INSIDE FACE

L LENGTH

LLH LONG LEG

HORIZONTAL

LLV LONG LEG VERTICAL

LONG. LONGITUDINAL

L.P. LOW POINT

MAX. MAXIMUM

MECH. MECHANICAL

MEZZ. MEZZANINE

MANUF. MANUFACTURER

MNF. MANUFACTURER

MIN. MINIMUM

MISC.

MISCELLANEOUS

N.S. NEAR SIDE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F OUTSIDE FACE

O.H. OVER HEAD

OHD OVER HEAD DOOR

O/O OUT TO OUT

PSF POUNDS PER

SQUARE FT.

PSI POUNDS PER

SQUARE IN.

R RADIUS

REINF. REINFORCING

(R) RELOCATE

SIM. SIMILAR

T&B TOP AND BOTTOM

T.O. TOP OF

T.O.B.L. TOP OF BRICK

LEDGE

T.O.F TOP OF FOOTING

T.O.F.W. TOP OF FOUNDATION

WALL

T.O.P. TOP OF PIER

T.O.S TOP OF STEEL

TRANS TRANSVERSE

TYP. TYPICAL

U.N.O. UNLESS NOTED

OTHERWISE

VERT. VERTICAL

V.S.C VERTICAL SLOTTED

CONN.

V.B.F. VERT. BRACED

FRAME

W.W.F. WELDED WIRE

FABRIC

W WIDTH

W/ WITH

ABBREVIATIONS

Chapter 40 Industrial Occupancies

40.1 General Requirements.

40.1.1 Application.

40.1.1.1 The requirements of this chapter shall apply to both new and existing industrial occupancies.

40.1.1.2 Administration. The provisions of Chapter 1, Administration, shall apply.

40.1.1.3 General. The provisions of Chapter 4, General, shall apply.

40.1.1.5 Incidental high hazard operations protected in accordance with Section

8.7 and 40.3.2 in occupancies containing containing low or ordinary hazard contents shall not be the basis for high hazard industrial occupancy classification.

40.1.2.1.3 High-Hazard Industrial Occupancy. High-hazard industrial occupancies shall include all of the following:

(2) New industrial occupancies that conduct industrial operations that use, process, store, or handle high-hazard contents or hazardous materials in excess of the maximum allowable quantities (MAQ) as permitted by the fire code

(3) Industrial occupancies in which incidental high-hazard operations in low- or ordinary-hazard occupancies that are protected in accordance with Section 8.7 and 40.3.2 are not required to be the basis for overall occupancy classification

40.1.4 Definitions.

40.1.4.1 General. For definitions, see Chapter 3, Definitions.

40.1.4.2 Special Definitions. Special terms applicable to this chapter are defined in Chapter 3.

40.1.5 Classification of Hazard of Contents. Classification of hazard of contents shall be in accordance with Section 6.2.

40.1.6 Minimum Construction Requirements. (Reserved.)

40.1.7 Occupant Load. The occupant load, in number of

persons for whom means of egress and other provisions are required, shall be determined on the basis of the occupant load factors of Table 7.3.1.2 that are characteristic of the use of the space, or shall be determined as the maximum probable population of the space under consideration, whichever is greater.

7.3.1.2 Industrial Use General and high hazard industrial:

100 sq ft per person

Generator area 1378 SF / 100 = 14 occupants Gear area 906 SF / 100 = 10 occupants

40.2 Means of Egress Requirements.

40.2.1 General.

40.2.1.1 Each required means of egress shall be in accordance with the applicable portions of Chapter 7.

40.2.1.2 Normally unoccupied utility chases that are secured from unauthorized access and are used exclusively for routing of electrical, mechanical, or plumbing equipment shall not be required to comply with the provisions of Chapter 7

40.2.2 Means of Egress Components.

40.2.2.1 General. Components of means of egress shall be limited to the types described in 40.2.2.2 through 40.2.2.13.

40.2.2.2 Doors.

40.2.2.2.1 Doors complying with 7.2.1 shall be permitted.

40.2.2.2.4 Locks in accordance with 7.2.1.6.3 shall be permitted.

40.2.3 Capacity of Means of Egress. Capacity of means of egress shall comply with either 40.2.3.1 or 40.2.3.2.

40.2.3.1 The capacity of means of egress shall be in accordance with Section 7.3.

40.2.3.2 In industrial occupancies, means of egress shall be sized to accommodate the occupant load as determined in accordance with 40.1.7; spaces not subject to human occupancy because of the presence of machinery or equipment shall not be included in the computation.

40.2.4 Number of Means of Egress. See also Section 7.4.

40.2.4.1 The number of means of egress shall comply with either 40.2.4.1.1 or 40.2.4.1.2.

40.2.4.3 Areas with high hazard contents shall comply with Section 7.11.

40.2.5 Arrangement of Means of Egress.

40.2.5.1 General. Means of egress, arranged in accordance with Section 7.5, shall not exceed that provided by Table 40.2.5.1.

Table 40.2.6.1 Maximum Travel Distance to Exits

High Hazard Industrial Occupancy Protected throughout by an approved, supervised automatic sprinkler system in accordance with 9.7.1.1(1)

75'

6.2 Hazard of Contents.

6.2.1 General.

6.2.1.1 For the purpose of this Code, the hazard of contents shall be the relative danger of the start and spread of fire, the danger of smoke or gases generated, and the danger of explosion or other occurrence potentially endangering the lives and safety of the occupants of the building or structure.

6.2.1.2 Hazard of contents shall be classified by the registered design professional (RDP) or owner and submitted to the authority having jurisdiction for review and approval on the basis of the character of the contents and the processes or operations conducted in the building or structure.

6.2.1.3 For the purpose of this Code, where different degrees of hazard of contents exist in different parts of a building or structure, the most hazardous shall govern the classification, unless hazardous areas are separated or protected as specified in Section 8.7 and the applicable sections of Chapters 11 through 43.

6.2.2 Classification of Hazard of Contents.

6.2.2.4 High Hazard Contents. High hazard contents shall be classified as those that are likely to burn with extreme rapidity or from which explosions are likely. (For means of egress requirements, see Section 7.11.)

7.2.1.5 Locks, Latches, and Alarm Devices.

7.2.1.5.1 Door leaves shall be arranged to be opened readily from the egress side whenever the building is occupied.

Door between gear room and generators is for conventience and is not a required exit door.

7.2.1.5.2 The requirement of 7.2.1.5.1 shall not apply to door leaves of listed fire door assemblies after exposure to elevated temperature in accordance with the listing, based on laboratory fire test procedures.

7.2.1.5.3 Locks, if provided, shall not require the use of a key, a tool, or special knowledge or effort for operation from the egress side.

All exteior doors will have panic hardware.

7.2.1.5.4 The requirements of 7.2.1.5.1 and 7.2.1.5.3 shall not apply where otherwise provided in Chapters 18 through 23.

7.2.1.5.5 Key-Operated Locks.

7.2.1.5.5.1 Exterior door assemblies shall be permitted to have key-operated locks from the egress side, provided that all of the following criteria are met:

7.2.1.5.6 Door Hardware Release of Electrically Locked Egress Door Assemblies. Door assemblies in the means of egress shall be permitted to be equipped with approved electrical locking systems released by the operation of door hardware provided that all of the following conditions are met:

7.2.1.5.7 Where permitted in Chapters 11 through 43, key operation shall be permitted, provided that the key cannot be removed when the door leaf is locked from the side from which egress is to be made.

7.2.1.5.10 A latch or other fastening device on a door leaf shall be provided with a releasing device that has an obvious method of operation and that is readily operated under all lighting conditions.

7.2.1.5.10.1 The releasing mechanism for any latch shall be located as follows:

(1) Not less than 34 in. (865 mm) above the finished floor for other than existing installations

(2) Not more than 48 in. (1220 mm) above the finished floor

7.2.1.5.10.2 The releasing mechanism shall open the door leaf with not more than one releasing operation, unless otherwise specified in 7.2.1.5.10.3, 7.2.1.5.10.4, 7.2.1.5.10.6, or 7.2.1.5.10.7.

7.2.1.5.12 Devices shall not be installed in connection with any door assembly on which panic hardware or fire exit hardware is required where such devices prevent or are intended to prevent the free use of the leaf for purposes of egress, unless otherwise provided in 7.2.1.6.

NFPA 101 (2018)

7.7 Discharge from Exits.

7.7.1 Exit Termination. Exits shall terminate directly, at a public way or at an exterior exit discharge, unless otherwise provided in 7.7.1.2 through 7.7.1.4.

7.7.1.1 Yards, courts, open spaces, or other portions of the exit discharge shall be of the required width and size to provide all occupants with a safe access to a public way.

Tank enclosure area is considered an exit yard

7.7.1.2 The requirement of 7.7.1 shall not apply to interior exit discharge as otherwise provided in 7.7.2.

7.7.2 Exit Discharge Through Interior Building Areas. Exits shall be permitted to discharge through interior building areas, provided that all of the following are met:

(1) Not more than 50 percent of the required number of exit stairs serving normally occupied areas of each floor, and not more than 50 percent of the exit stair capacity required for normally occupied areas of each floor, shall discharge through areas on any level of discharge, except as otherwise permitted by one of the following:

(a) One hundred percent of the exits shall be permitted to discharge through areas on any level of discharge in detention and correctional occupancies as otherwise provided in Chapters 22 and 23.

(3) The interior exit discharge shall lead to a free and unobstructed way to the exterior of the building, and such way shall be readily apparent or shall be identifiable by exit signage from the point of discharge from the exit.

(4) The interior exit discharge shall be protected by one of the following methods:

(a) The level of discharge shall be protected throughout by an approved automatic sprinkler system in accordance with Section 9.7, or the portion of the level of discharge used for interior exit discharge shall be protected by an approved automatic sprinkler system in accordance with Section 9.7 and shall be separated from the nonsprinklered portion of the floor by fire barriers with a fire resistance rating meeting the requirements for the enclosure of exits. (See 7.1.3.2.1.)

(b) The interior exit discharge area shall be in a vestibule or foyer that meets all of the following criteria:

i. The depth from the exterior of the building shall be not more than 10 ft (3050 mm), and the length shall be not more than 30 ft (9.1 m).

ii. The foyer shall be separated from the remainder of the level of discharge by fire barriers with a minimum 1-hour fire resistance rating, and existing installations of wired glass in steel frames shall be permitted to be continued in use.

iii. The foyer shall serve only as means of egress and shall include an exit directly to the outside.

7.11 Special Provisions for Occupancies with High Hazard Contents. See Section 6.2.

7.11.1 Where the contents are classified as high hazard, exits shall be provided and arranged to allow all occupants to escape from the building or structure, or from the hazardous area thereof, to the outside or to a place of safety with a travel distance of not more than 75 ft (23 m), measured as required in 7.6.1, unless otherwise provided in 7.11.2.

See plan. All travel distances are less thatn 75 ft.

7.11.2 The requirement of 7.11.1 shall not apply to storage occupancies as otherwise provided in Chapter 42.

7.11.3 Egress capacity for high hazard contents areas shall be based on 0.7 in./person (18 mm/person) for stairs or 0.4 in./ person (10 mm/person) for level components and ramps in accordance with 7.3.3.1.

7.11.4 Not less than two means of egress shall be provided from each building or hazardous area thereof, unless all of the following criteria are met:

All spaces have two means of egress

7.11.5 Means of egress, for rooms or spaces other than those that meet the criteria of 7.11.4(1) through 7.11.4(3), shall be arranged so that there are no dead ends in corridors.

7.11.6 Doors serving high-hazard content areas shall swing in the direction of egress travel.

See plan - doors swing out - in direction of travel.

7.11.7 Doors serving high hazard contents areas with occupant loads in excess of five shall be permitted to be provided with a latch or lock only if the latch or lock is panic hardware or fire exit hardware complying with 7.2.1.7.

All exit doors have panic hardware.

Revisions: Date:

FIRE EXTINGUISHER

FIRE EXTINGUISHER

2 HOUR FIRE RATED WALL

UL 905 - SEE DETAIL D6/194AS30290 MIN. FIRE

RATED DOOR

90 MIN. FIRE

RATED WINDOW

FIRE EXTINGUISHER

FIRE EXTINGUISHER

FUEL TANK

SCREEN

WALL

ELECRICAL GEAR

1,378 OCCUPIED AREA

906 SF OCCUPIED AREA

EXIT LIGHT

EXIT DOOR WITH PANIC

HARDWAREEXIT LIGHT

EXIT DOOR WITH PANIC

HARDWARE

EXIT LIGHT

EXIT DOOR

WITH PANIC

HARDWARE

EXIT DOOR

WITH PANIC

HARDWARE

EXIT LIGHT

60' EXIT

TRAVEL

DISTANCE

31' EXIT TRAVEL

DISTANCE

41' EXIT TRAVEL

DISTANCE

THRU EXIT YARD

P: 937-224-0861 www.heapy.com

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Marion VA Marion, IN

#610-16-104

PROJECT NO. 2018-05034

CONSTRUCTION DOCUMENTS

04/29/2020

EXPIRES 12/31/2020

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF 61

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LIFE SAFETY PLANS

PH PH

NFPA 10 (2018) – Installation of Portable Fire Extinguishers

5.4.1.3 Extra Hazard

Table 6.2.1.1 Class A - Extra (High) Hazard Occupancy

Min rated extinguisher - 4-A Max floor area for extinguisher per unit of A - 1,000 square feet Max floor area for extinguisher - 11,250 ft Max travel distance - 75 ft

80:B:C required per Mechanical Code Table 6.3.1.1 80-B 50' max. travel distance

All extinguishers shown are 4-A:80B:C minimum

General:

• Non Combustible

• Fully sprinkled

• 3,485 SF

SEE NFPA 101 CODE REVIEW ON SHEET G001

1/8" = 1'-0" F1

FLOOR PLAN CODE

NFPA 110, Standard for Emergency and Standby Power Systems, 2019

4.2 Class 96 – 96 Hours fuel + 25%

4.3 Type 10 – 10 seconds power restoration

4.4 Level 1 EPSS (Emergency Power Supply System)

7.2.1 EPS Emergency Power System located in separate room

7.3.1 Battery Emergency lighting installed.

NFPA 30 (2018) – Flammable Liquids (Used in Industrial Occupancy)

• 18.5 - Incidental Operations

• 18.5.4 - Maximum allowable quantities (MAQ) of liquids in containers in use in incidental operations in a container in a controlled area shall not exceed the greater of the following.

• (1) The amount required to supply incidental operations for one continuous 24-hour period, provided the hazard analysis required in Chapter 6 accounts for these quantities.

• (2) The aggregate sum of the quantities provided in Table 18.5.4

Table 18.5.4

Liquid - Closed Containers

Class Gallons

IA 30

IB and IC 120

II 120

IIIA 330

IIIB 13,200

22.4 Location of Aboveground Storage Tanks

22.4.1 Location with Respect to Property Lines, Public Ways, and Important Buildings.

22.4.1.1 Tanks storing class I, Class II , or Class IIIA stable liquids whose internal pressure is not permitted to exceed a gauge pressure of 2.5 psi (17 kPa) shall be located in accordance with table Table 22.4.1.1 (a) and Table 22.4.1.1 (b)

Table 22.4.1.1 (a): Location of Aboveground Storage Tanks Storing Stable Liquids - Internal Pressure Not to Exceed a Gauge Pressure of 2.5 psi (17 kPa)

From Nearest Side of Any Public Way or from Nearest important Building on the Same Property

The minimum distance cannot be less than 5 ft (1.5 m)

Type of Tank - For horizontal and vertical tanks with emergency relief venting to limit pressures to 2.5 psi (gauge pressure of 17 kPa).

Minimum Distance (ft): Value in Table 22.4.1. l (b) (value from table)

Table 22.4.1.1 (b): Reference Table for Use with Tables 22.4.1.1(a), 22.4.1.3, and 22.4.1.5

Tank Capacity (gal) – 12,001 to 30,000

From Nearest Side of Any Public Way or from Nearest important Building on the Same Property Minimum Distance : 5 ft (value from table)

NFPA 37 2018 Code Review

4.1 Engine Location

4.1.1 General Requirements

4.1.1.1 Engines shall be situated so that they are readily accessible for maintenance, repair and firefighting.

4.1.1.2 The air supply shall be designed to meet at least the minimum requirements for combustion, cooling, and ventilation and to prevent flue gas products from being drawn from the stacks or flues of boilers or combustion devices.

4.1.1.3 Combustible materials shall not be stored in rooms or enclosures housing engines, other than those combustible materials required for day-to-day operations/ maintenance. Such materials shall be stored properly.

4.1.2.2 Dedicated Detached Structures

4.1.2.2.1 Dedicated detached structures shall be of noncombustible or fire-resistive construction.

4.1.2.2.2 Dedicated detached structures shall be located at least 5ft from openings in walls and at least 5 ft from structures having combustible walls. A minimum separation shall not be required where any of the following conditions exist.

1. The exposing wall of the detached structure has a fire resistance rating of at least 1 hour.

2. The exposed wall of the adjacent structure has a fire resistance rating of at least 1 hour.

3. The detached structure is protected by an automatic fire protection system.

4.1.2.2.3 Dedicated detached structures shall have ventilation designed to prevent a hazardous accumulation of flammable vapors or gases, both when the engine is operating and when is shut down.

4.6 General Installation Requirements. Engines and their appurtenances shall be installed in accordance with the following.

1. Applicable NFPA codes and standards.

2. Industry standards

3. User requirements

4. Manufacturer's installation instructions

5. Applicable local building codes with respect to wind and seismic design requirements.

6.1 Design and Construction of Liquid Fuel Tanks. Fuel tanks shall meet one of the following criteria:

1. Constructed in accordance with the applicable requirements of NFPA 30.

2. Listed as "Steel-inside Tanks for Flammable Liquids"

3. Listed as "Underground Tanks for Flammable Liquids"

4. Listed as "Aboveground Tanks for Flammable Liquids"

5. Constructed in accordance with API 650, Welded Tanks for Oil Storage.

6. Constructed in accordance with API 620, Design and Construction of Large Welded Low-Pressure Storage Tanks.

Exception: Fuel tanks mounted on the engine by the manufacturer for gravity feed to a carburetor.

6.1.1 Metallic tanks shall be liquid tight with welded or brazed joints.

6.1.2 Nonmetallic tanks shall be of liquid tight, one-piece construction.

6.2 Installation Criteria for Fuel Tanks Containing Class I Fuels.

6.2.1 Tanks for Class I fuels shall be located underground or aboveground outside of structures.

6.2.2. Fuel tanks shall be installed in accordance with NFPA 30.

6.3 Installation Criteria for Fuel Tanks Containing Liquid Fuels Other Than Class I Fuels.

6.3.1 General. Engine-mounted tanks shall be securely mounted on the engine assembly and protected against all of the following:

1. Vibration

2. Physical damage 3 Engine heat

4. Exhaust piping heat

6.3.2 Fuel Tank Inside Structures

6.3.2.1 Fuel tanks inside structures shall be securely mounted on noncombustible supports.

6.3.2.2* Fuel tanks not in a room, by themselves shall not exceed 2500 L (660 gal) capacity. Fuel tanks larger than 2500 L (660 gal) capacity shall be enclosed in a room in accordance with 6.3.5 or 6.3.6. Not more than one 2500 L (660 gal) capacity tank, or two or more tanks, with an aggregate capacity of not more than 2500 L (660 gal), shall be connected to any one engine.

Exception: Fuel Tanks of any size shall be permitted within engine rooms or mechanical spaces, provided the engine or mechanical room is designed using recognized engineering practices with suitable fire detection, fire suppression, and containment means to prevent the spread of fire beyond the room of origin.

6.3.2.3 The aggregate capacity of all fuel tanks in structure shall not exceed 1320 gal. unless that portion exceeding 1320 gal. is enclosed in a room in accordance with 6.3.5 or 6.3.6.

Exception: Fuel Tanks of any size shall be permitted within engine rooms or mechanical spaces, provided the engine or mechanical room is designed using recognized engineering practices with suitable fire detection, fire suppression, and containment means to prevent the spread of fire beyond the room of origin.

6.3.2.4 Fuel tanks within structures shall be provided with spill containment consisting of either a wall, a curb, or dike having a capacity at least equal to that of the largest tank enclosed.

Exception: A spill containment system of lesser capacity equipped with an overflow or drainage system that is adequate in size and location to convey any spillage of fuel to a tank (inside or outside) to a safe area outside the structure.

6.7 Vent Piping

6.7.1 Vent piping shall be installed in accordance with Chapter 27 of NFPA 30.

6.7.1.1 Vent pipe shall terminate outside the building at a point at least 24 in. from any building opening at the same or lower level.

6.8 Fuel Piping, Valves, and Fittings.

6.8.1 Piping shall be in accordance with Chapter 27 of NFPA 30, except that piping shall be steel or other metal and the provisions of 6.8.2 shall apply.

6.8.2 Piping systems shall be supported and protected against physical damage and excessive stress in accordance with MSS SP-58, Pipe Hangers and Supports - Materials, Designs, Manufacture, Selection, Application and Installation.

6.8.2.1 Approve metallic or nonmetallic flexible connectors shall be permitted to protect the piping system against damage caused by settlement, vibration, expansion, contraction, or corrosion.

6.8.3 Valves shall be provided to control the flow of liquid fuel in normal operation and to shut off the flow of fuel in the event of a pipe break.

7.4 Reciprocating Engines.

7.4.1 On engines where crankcase explosion can be a hazard, explosion venting shall be provided or means shall be used to maintain a nonflammable atmosphere in the crankcase.

7.4.2 Auxiliary reservoir oil supply chambers, if used, shall be vented through either separate vents or a common venting system.

7.4.3 Engines designed to operate with a negative pressure in the crankcase and equipped with a separate lubricating oil sump shall be provided with check valves in the venting system from the sump.

7.5 Safeguards for Gauging Devices. Sight gauges or feeds for lubricating oil shall be protected against physical damage to prevent the escape of oil.

8.1 Design and Construction

8.1.1 Engine exhaust system shall be designed and constructed such that the system can withstand the anticipated exhaust gas temperatures.

8.1.2 Exhaust systems shall be designed and constructed to withstand the intended service.

8.1.3 Chimneys, where required, shall be constructed and in accordance with NFPA 211.

8.1.4 Exhaust system shall be designed and constructed to withstand forces caused by the ignition of unburned fuel or shall have provisions to relieve those forces without damaging the exhaust system.

8.1.5 Low points in exhaust system shall have drains.

8.2 Installations.

8.2.1 Exhaust systems shall be connected to the engine to prevent the escape of sparks, flame, or flue gas within the structure.

8.2.2 Engine exhaust systems shall have one or more flexible connectors in necessary to minimize the risk of a leak in the engine exhaust system because of engine vibration or thermal expansion.

8.2.3 Exhaust System Termination

8.2.3.1 Exhaust system shall terminate outside the structure to a point where hot gases, sparks, or products of combustion will discharge to a safe location.

8.2.3.2 Exhaust system terminations shall not be directed toward combustible material or structures or into atmospheres containing flammable gases, flammable vapors, or combustible dusts.

11.3 Fire Detection and Alarm Systems

11.3.1 Automatic fire detection and alarm systems, where provided, shall comply with NFPA 72.

11.3.2 The electrical installation and required rating of system components shall comply with NFPA 70.

11.3.3 Automatic fuel stop valves, where required by other sections of this standard, shall be arranged to close upon activation of the fire detection system within the fire alarm zone that covers the engine installation, including auxiliary equipment.

11.3.3.1 Where written procedures are in place to direct operator actions upon activation of the detection system, automatic fuel stop valves for engines that are used for emergency use or for engines that are constantly attend shall be permitted to stay open.

11.3.4 Mechanical ventilation systems, where provided, shall be e arranged to shut down up on activation of the fire detection system within the engine enclosure.

11.3.4.1 Where procedures are in placed to direct operator actions, mechanical ventilation systems for engineers that are used for emergency use or for engine that are constantly attended shall be permitted to remain in operation.

11.4.2.2 Mechanical ventilation systems, where provided shall be arranged to shut down upon activation of the fire suppression system.

11.4.5 Automatic Sprinkler and Water Spray Systems.

11.4.5.1 Automatic Sprinkler system shall be designed to provide a density of 0.3 gpm/ft^2 over the most remote 2500 ft^2.

11.4.5.1.1 Sprinklers and spray nozzles shall be spaced at a 100 ft^s maximum area of coverage per sprinkler or spray nozzle.

11.4.5.1.2 Sprinkler and water spray system coverage shall be provided to all areas within the enclosure located within 20 ft of the building.

1. The engine.

2. The lubricating oil system.

3. The fuel system

11.4.5.2 Sprinklers and water spray nozzles shall not be directed at engine components that are susceptible to thermal shock or deformation.

A6.2.2 Installation requirements of NFPA 30 that are applicable to NFPA 37 include minimum distance from adjoining property lines, spacing, dikes, foundations, supports, depth and cover, anchorage, normal and emergency vents, and testing.

A11.4.5.1 Automatic sprinkler systems are considered to be effective in controlling lubricating oil fires. Sprinkler densities provided in this standard are based on Extra Hazard, Group 1 occupancy as defined in NFPA 13. Automatic sprinkler protection designed as local protection than sprinkler protection installed only at the ceiling level, particularly in the case of pressurized lubricating oil fires.

Consideration should be given to providing local protection when the protected engine equipment is located in a high bay area. Delayed activation time or lack of water penetration could delay fire suppression from a ceiling system.

Local protection for engines can be accomplished using either a wet system or a single interlock pre-action deluge system with heat detection. Detectors for actuation of a pre-action system should be located above the engine and around the system piping.

For diesel engine installations, the system piping should loop the engine at the height of the cylinder heads.

Because of the tight radial clearances on combustion gas turbines and the potential for rubbing of rotating parts and increased damage, it is advisable to use great care if using a sprinkler or water spray suppression system. Water from a ceiling or spot protection system could effectively control a fire; however, gaseous suppression agents could be just as effective without the potential for equipment damage when the system activates.

VA PHYSICAL SECURITY DESIGN MANUAL - MISSION CRITICAL

REQUIREMENTS INCLUDE BUT ARE NOT LIMITED TO

INCREASED MASONRY REINFORCING, CONNECTIONS, AND BLAST

RESISTANT OPENINGS.1

Black Road

Black Road

Sh or t S tre et

Black Street

NEW GENERATOR BUILDING

(SEE ARCH PLANS)

FF 843

NEW

TANK

YARD

NEW DRIVEWAY

(SEE CIVIL PLANS)

FACILITY SUPPLY LINE

(FIELD VERIFY SIZE,

DEPTH & LOCATION)

EX. WATER

PER VA

RECORDS

(FIELD VERIFY)

843844

845 844

84584

G

G

G

G

G

G

G

G

G

G

G

G

G

G

GG

G

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SS

SS

SS

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STE

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E

STE

STE

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E

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E

E

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T T

T T

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T T

T T

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E

E

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W

W

W

W

W

W

W

W

W W W

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FO

FO

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FO

FO

FO

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FO

FO

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FO

FO

FO

FO

FO

FO

FO

9A

9A

6" FIRE MAIN RISER WITH

GROOVED JOINT END &

CAP ABOVE THE SLAB FOR

TESTING. COORDINATE

LOCATION WITH FIRE

PROTECTION DRAWINGS.

EX. GAS PER

VA RECORDS

(FIELD VERIFY)

ABANDONED (PER VA RECORDS)

EX. GAS PER

VA RECORDS

(FIELD VERIFY)

EX. ELECTRIC

PER VA RECORDS

(FIELD VERIFY)

EX. SANITARY

PER VA RECORDS

EX. STEAM PER

VA RECORDS

(FIELD VERIFY)

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W

W

W

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W

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W

W

W W

W W

W W

W W

W W

W

W

8"x6" FIRE HYDRANT

ANCHORING TEE

WITH 8"x6" REDUCER

EXTENTS OF SITE

SURVEY

3'- 7'

TIE EX. 4" WATER

MAIN INTO NEW 8"

WITH A 4" x 8" TEE

& VALVE

PLUG EX. 4"

WATER &

ABANDON

EX. EDGE OF

PAVEMENT

LEGEND (EXISTING)

WATER LINE

FIRE HYDRANT

POST INDICATOR VALVE

WATER VALVE

EXTENTS OF SITE SURVEY

SEDIMENT CONTROL LOG

ELECTRIC DUCTBANK

EMCS/FIBER DUCTBANK

LEGEND (NEW)

W

E

FO

1. NEW 6" FIRE MAIN (SEE PROFILE ON SHEET CU103).

2. NEW 6" GATE VALVE AND POST INDICATOR.

3. NEW 8" FIRE MAIN (SEE PROFILE ON SHEET CU103).

4. NEW FIRE HYDRANT (SEE DETAIL ON SHEET CU103).

5. NEW 8" - 11.25° ELBOW W/ BLOCKING OR JOINT RESTRAINTS.

6. NEW 8" - 45° ELBOW W/ BLOCKING OR JOINT RESTRAINTS.

7. CONNECT TO EXISTING 16" FIRE MAIN WITH 16"x8" TAPPING TEE

AND VALVE.

8. NEW 6" FIRE MAIN BUILDING SERVICE ENTRY - INSTALL BELOW

FOOTER AND PENETRATE SLAB INSIDE BUILDING. TERMINATE END

OF PIPE WITH GROOVED JOINT END & CAP FOR PRESSURE

TESTING. COORDINATE LOCATION WITH BUILDING FIRE

PROTECTION PIPING WORK. (SEE PROFILE ON SHEET CU103).

9. PROVIDE EROSION CONTROL PRACTICES AROUND CONSTRUCTION

SITE. SEE SPECIFIC EROSION CONTROL AND OTHER

ENVIRONMENTAL NOTES ON SHEET CI501.

A. PROVIDE SEDIMENT CONTROL LOG ALONG LOW SIDE OF

DISTURBED AREAS PER DETAIL ON SHEET CI501.

10. NEW ELECTRIC CONCRETE ENCASED DUCKBANK (SEE ELECTRICAL

SITE PLAN).

11. NEW CONCRETE ENCASED EMCS DUCTBANK/FIBER (SEE EMCS SITE

PLAN).

CODED NOTES

1. POTHOLE AT ALL UTILITY CROSSINGS TO DETERMINE SIZE

AND DEPTH OF UTILITY AND MAKE ADJUSTMENTS AS

NECESSARY.

2. CONFIRM WITH OWNER HORIZONTAL AND VERTICAL

SEPARATION REQUIREMENTS BETWEEN UTILITIES.

CONTRACTOR TO ADJUST NEW WATER LINE ALIGNMENT AS

NECESSARY TO ADHERE TO OWNERS SEPARATION

REQUIREMENTS AFTER ALL UTILITIES HAVE BEEN FIELD

LOCATED AND POTHOLED.

3. THE CONTOUR DATA SHOWN AND UTILITY LOCATIONS

WITHIN SURVEY AREA BOUNDARY LINE WERE PREPARED

BY BERDING SURVEYING AND IS RESPONSIBLE FOR THE

SURVEY DATA IN ITS ENTIRETY. THE UTILITIES THAT ARE

SHOWN OUTSIDE THE EXTENTS OF THE SURVEYED AREA

ARE SHOWN FOR VISUAL PURPOSES ONLY PER VA

RECORDS. THEY ARE NOT CERTIFIED AS CORRECT BY

BURGESS & NIPLE, INC. THE CONTRACTOR SHALL LOCATE

& FIELD VERIFY ALL UTILITIES PRIOR TO THE START OF

CONSTRUCTION.

GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTS

Services

Engineering and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

DB PFRevisions: Date:

Marion VA Marion, IN

#610-16-104

CONSTRUCTION DOCUMENTS

10/28/2020

UPGRADE EMERGENCY

POWER IN BUILDING 138

DRAWING OF

513.579.0042

ADDENDUM NO. 4 11/23/2020 CU102

WATER SERVICE

0 10' 20' 40'

SCALE: 1"=20'

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GAS VALVE

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

MANHOLE-EMPTY-TYPE UNDETERMINED

AutoCAD SHX Text

PIV

AutoCAD SHX Text

POST INDICATOR VALVE

AutoCAD SHX Text

SMH

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text St.MH

AutoCAD SHX Text

STORM MANHOLE

AutoCAD SHX Text X

AutoCAD SHX Text

TRANSFORMER

AutoCAD SHX Text

WM

AutoCAD SHX Text

WATER METER

AutoCAD SHX Text

MH

AutoCAD SHX Text

WV

AutoCAD SHX Text

WATER VALVE MANHOLE

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

JUNCTION BOX

AutoCAD SHX Text

UNDERGROUND STEAM LINE

AutoCAD SHX Text

TREE-DECIDUOUS

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text

FINISH FLOOR ELEVATION

AutoCAD SHX Text

STORM LINE/TYPE/SIZE

AutoCAD SHX Text

STEAM

AutoCAD SHX Text

MH

AutoCAD SHX Text

STEAM MANHOLE

AutoCAD SHX Text

STEAM LINE VENT

AutoCAD SHX Text

GAS LINE VENT

AutoCAD SHX Text

WV

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

ORIGIN OR OUTLET UNDETERMINED

AutoCAD SHX Text

UNDERGROUND TELEPHONE LINE

AutoCAD SHX Text

UNDERGROUND FIBER OPTIC LINE

AutoCAD SHX Text

OVERHEAD UTILTIES

AutoCAD SHX Text

UNDERGROUND UTILITY LINE-TYPE UNDETERMINED

AutoCAD SHX Text

POLE ANCHOR

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text P

AutoCAD SHX Text

CATCH BASIN - SQUARE

AutoCAD SHX Text

TEST BORE

AutoCAD SHX Text

TB

AutoCAD SHX Text

ELECTRIC OUTLET SHUTOFF

AutoCAD SHX Text

TELEPHONE BOX

AutoCAD SHX Text T

AutoCAD SHX Text

VENT-TYPE UNDETERMINED

AutoCAD SHX Text

STEV

AutoCAD SHX Text

STEAM TEST VALVE

AutoCAD SHX Text

PIV

AutoCAD SHX Text

WV

BASE PLATE KIT

POST ADJUSTING

SCREWS

ADJUSTABLE INDICATOR

POST WITH REMOTE

ELECTRONIC/ALARM

POSITION INDICATOR

SWITCH & BUILDING LABEL

NOTE:

POST INDICATOR, BASE PLATE

KIT, AND VALVE SHALL BE FROM

SAME MANUFACTURER

2.

5' 3.

0'

GRADE

GATE VALVE

POST INDICATOR VALVE ASSEMBLY

NO SCALE

FINISHED GRADE

4' -0

" M

IN

C O

VE

R

12" 12"OD PIPE

MAX MAX

TRENCH WIDTH

PI

PE

NO SCALE

WATERLINE/SEWER TRENCHING,

PIPE BEDDING TO BE

6" LAYERS

COMPACTED IN

GRANULAR FILL CLASS I OR II

WATER OR SEWER PIPE

BEDDING & BACKFILLING

FO

R

W

AT

ER

L

IN

E

NOT TO SCALE

DETAIL-TAPPING TEE AND VALVE

TAPPING TEE FOR

CONNECTION TO

EXISTING WATER MAIN

RESILIENT SEATED GATE

VALVE - TAPPING TEE

JOINT x MECHANICAL JOINT

WATERLINE

POST INDICATOR BASE

AT POST INDICATOR

(SEE DETAIL)

NOTE: GATE VALVE SHALL BE NON-RISING STEM,

RESILIENT SEATED GATE WITH COUNTER CLOCKWISE

TO OPEN OPERATION PER AWWA C509 OR C515.A

A

90° BENDS

A

A

45° BENDSSECTION A-A

1. BLOCKING SIZE IS DESIGNED FOR 3000 POUNDS PER SQUARE

FOOT SOIL BEARING AND 150 POUNDS PER SQUARE INCH

INTERNAL PRESSURE.

2. CONCRETE SHALL BE 4000 PSI COMPRESSIVE STRENGTH.

3. THESE SAME DIMENSIONS SHALL BE USED FOR BOTH LONG &

SHORT BODY FITTINGS.

18"

D

4" M

AX

20"

CONCRETE BLOCKING FOR HORIZONTAL BENDS

NOT TO SCALE

D = 13" D =…