B08_Section_J_Attachment_7__REVISED_FINAL_CD_SET_2024_10_9.pdf

PROJECT

LOCATION

BUCKSTAFF

BATHHOUSE

PARK

ADMINISTRATION

BUILDING

BUCKSTAFF

ADMINISTRATION

BUILDING

HOT SPRINGS

A/E FIRM

PRIME/ARCH:

KENNETH HAHN ARCHITECTS

OMAHA, NE

MECHANICAL ENGINEER:

ALVINE ENGINEERING

OMAHA, NE

ELECTRICAL ENGINEER:

ALVINE ENGINEERING

OMAHA, NE

PROJECT LOCATION

BATHHOUSE ROW

REGIONAL MAP

AREA MAP

PROJECT

LOCATION

PROJECT

LOCATION

SCHEDULE OF DRAWINGS

GENERAL

1. G1 COVER SHEET

2. G2 GENERAL NOTES, LEGEND AND ABBREVIATIONS

STRUCTURAL

3. S-100 GENERAL NOTES, PLATFORM FRAMING PLAN & DETAILS

4. S-101 DETAILS & SECTIONS

ARCHITECTURAL

5. AD1 BASEMENT DEMOLITION PLAN

6. A1 BASEMENT PLAN

7. A2 GROUND FLOOR PLAN

8. A3 2ND FLOOR PLAN

9. A4 3RD FLOOR REFLECTED CEILING PLAN

10. A5 ROOF PLAN

11. A6 DETAILS, ELEVATIONS, SECTIONS

MECHANICAL

12. M0-0 MECHANICAL SYMBOL LEGEND AND ABBREVIATIONS

13. M0-1 MECHANICAL GENERAL NOTES

14. M1-1 BASEMENT FLOOR PLAN - MECHANICAL DEMOLITION

15. M1-2 GROUND FLOOR PLAN - MECHANICAL DEMOLITION

16. M1-3 SECOND FLOOR PLAN - MECHANICAL DEMOLITION

17. M1-4 THIRD FLOOR PLAN - MECHANICAL DEMOLITION

18. M1-5 ROOF PLAN - MECHANICAL DEMOLITION

19. M2-1 BASEMENT FLOOR PLAN - HVAC

20. M2-2 GROUND FLOOR PLAN - HVAC

21. M2-3 SECOND FLOOR PLAN - HVAC

22. M2-4 THIRD FLOOR PLAN - HVAC

23. M2-5 ROOF PLAN-HVAC

24. M3-1 BASEMENT FLOOR PLAN - HVAC PIPING

25. M3-2 GROUND FLOOR PLAN - HVAC PIPING

26. M3-3 SECOND FLOOR OPLAN - HVAC PIPIN

27. M3-4 THIRD FLOOR PLAN - HVAC PIPING

28. M4-1 ENLARGED MECHANICAL ROOM PLANS

29. M5-1 CHILLED WATER PIPING SCHEMATIC

30. M5-2 HEATING WATER PIPING SCHEMATIC

31. M6-1 MECHANICAL DETAI

32. M6-2 MECHANICAL SECTIONS AND DETAILS

33. M7-1 MECHANICAL SCHEDULES

34. M7-2 MECHANICAL SCHEDULES

35. M7-3 MECHANICAL SCHEDULES

ELECTRICAL

36. E0-0 ELECTRICAL SYMBOL LEGEND AND ABBREVIATIONS

37. E1-1 BASEMENT FLOOR PLAN - ELECTRICAL DEMOLITION

38. E1-2 GROUND FLOOR PLAN - ELECTRICAL DEMOLITION

39. E1-3 SECOND FLOOR PLAN - ELECTRICAL DEMOLITION

40. E1-4 THIRD FLOOR PLAN - ELECTRICAL DEMOLITION

41. E2-1 BASEMENT FLOOR PLAN - LIGHTING

42. E2-2 THIRD FLOOR PLAN-LIGHTING

43. E3-1 BASEMENT FLOOR PLAN - POWER

44. E3-2 GROUND FLOOR PLAN - POWER

45. E3-3 SECOND FLOOR OPLAN - POWER

46. E3-4 THIRD FLOOR PLAN - POWER

47. E4-1 ONE LINE DIAGRAM

48. E5-1 ELECTRICAL DETAILS

49. E6-1 ELECTRICAL SCHEDULES

50. E6-2 ELECTRICAL SCHEDULES

51. E6-3 ELECTRICAL SCHEDULES

SCADA

52. Y0-01 SCADA INSTUMENTATION LEGEND

53. Y4-01 SCADA CONTROL PANEL

54. Y4-02 TYPICAL POWER SCHEMATIC

55. Y4-03 TYPICAL DI WIRING

56. Y4-04 TYPICAL AI WIRING

57. Y4-05 TYPICAL DO WIRING

58. Y6-01 P&ID

59. Y6-02 HVAC - SCADA NETWORK

60. Y6-03 SCADA FIBER DIAGRAM

SCADA

ABBREVIATIONS REFERENCES

XX

DETAIL NUMBER

DETAIL SHEET NUMBER

SECTION NUMBER

SECTION SHEET NUMBER

ELEVATION NUMBER

ELEVATION SHEET NUMBER

COLUMN LINE

ROOM NAME AND NUMBER

DOOR NUMBER

WINDOW NUMBER

WALL TYPE

KEYNOTE

ELEVATION NUMBER

ELEVATION SHEET NUMBER

ELEVATION SYMBOL

ABOVE FINISHED FLOOR AFF

ACOUSTIC TILE CEILING ATC

ADJACENT ADJ

AIR CONDITIONING AC

ALTERNATE ALT

ALUMINUM ALUM

ANCHOR BOLT AB

ANGLE L

APPROXIMATELY APPROX

ARCHITECT ARCH

ARCHITECT / ENGINEER A/E

AT @

BASEMENT BSMT

BEAM BM

BEARING BRG

BLOCKING BLKG

BOARD BD

BOTTOM BOT

BOTTOM OF B.O.

BUILDING BLDG

CARPET CPT

CAST IRON CI

CEILING CLG

CENTERLINE CL

CERAMIC TILE CT

CHANNEL CH

CIRCUIT CKT

CLEANOUT CO

CLEAR CLR

CLOSET CLO

COMPACTED COMP

COMPRESSIBLE COMPR

CONCRETE CONC

CONCRETE MASONRY UNIT CMU

CONSTRUCTION CONST

CONTINUOUS CONT

CONTRACTOR CONTR

CONTROL JOINT CJ

CORRIDOR CORR

COUNTERSUNK CTSK

CURB C

DEAD LOAD DL

DETAIL DET

DIAMETER DIA

DIMENSION DIM

DISPENSER DISP

DISHWASHER DW

DOOR DR

DOUBLE DBL

DOWN DN

DOWNSPOUT DS

DRAWING DWG

DRINKING FOUNTAIN DF

EACH EA

ELECTRICAL ELEC

ELECTRIC WATER COOLER EWC

ELEVATION EL

ELEVATOR ELEV

ENGINEER ENGR

EQUAL EQ

EQUIPMENT EQUIP

EXHAUST FAN EF

EXISTING EXIST

EXPANSION EXP

EXPANSION JOINT EJ

EXTERIOR EXT

EXTERIOR INSULATION FINISH SYSTEM EIFS

FIELD VERIFY F.V.

FINISH FIN

FIRE ALARM FA

FIRE EXTINGUISHER FE

FIRE EXTINGUISHER CABINET FEC

FLATHEAD FH

FLEXIBLE FLEX

FLOOR FL

FLOORING FLRG

FLOOR DRAIN FD

FLUORESCENT FLUOR

FOOTING FTG

FOUNDATION FNDN

FRAME FR

FURRING FUR

GALVANIZED GALV

GAUGE GA

GLASS GL

GLASS FIBER REINFORCED PANEL GFRP

GLAZING GLZ

GRANULAR GRAN

GUTTER G

GYPSUM WALLBOARD GWB

HANDICAP HC

HARDWARE HDWE

HARDWOOD HDWD

HEIGHT HT

HIGH POINT HP

HOLLOW CORE HC

HOLLOW METAL HM

HORIZONTAL HORIZ

INSIDE DIAMETER ID

INSULATION INSUL

INTERIOR INT

JOINT JT

JOIST JST

KNEE SPACE KS

LAVATORY LAV

LIGHT LT

LIGHTWEIGHT LTWT

LIVE LOAD LL

LOW POINT LP

LUXURY VINYL TILE LVT

MARKERBOARD MB.

MANHOLE MH

MANUFACTURER MFR

MATERIAL MATL, MAT

MECHANICAL MECH

MEDICINE CABINET MC

METAL MET

METAL BUILDING PANEL MBP

METAL WALL PANEL MWP

MINIMUM MIN

MISCELLANEOUS MISC

MOUNT MT

NOT IN CONTRACT NIC

NOT TO SCALE NTS

NUMBER NO.

ON CENTER O.C.

OPENING OPNG

OPPOSITE OPP

ORIENTED STRAND BOARD OSB

OUTSIDE AIR OA

OUTSIDE DIAMETER OD

PAINT PT

PANEL PNL

PARTITION PART

PLASTER PLAS

PLASTIC LAMINATE PLAM

PLATE PL

PLYWOOD PLYWD

POLISHED POL

POUND LB

PROPERTY PROP

QUARRY TILE QT

RADIUS R

RECESSED REC

REFERENCE REF

REFRIGERATOR REFRIG, REF

REGARDING RE:

REINFORCE REINF

REQUIRED REQ

RESILIENT BASE RB

RETURN AIR RA

REVERSE REV

RISER R

ROOF DRAIN RD

ROOM RM

ROUGH OPENING RO

ROUND RND

SCHEDULE SCHED

SECTION SET

SHEET SHT

SHEET METAL SM

SHEET VINYL SV

SHEET VINYL BASE SVB

SIMILAR SIM

SLAB-ON-GRADE SOG

SPECIFICATIONS SPEC

SQUARE SQ

SQUARE FOOT SF

STEEL STL

STORAGE STOR

STRUCTURAL STRUCT

SUPPLY AIR SA

SUSPENDED SUSP

TACKBOARD TB.

TELEPHONE TELE

TEMPERATURE TEMP

TERRAZZO TERR

TOILET TLT

TONGUE & GROOVE T&G

TOP OF T.O.

TOP OF STEEL TOS

TREAD T

TYPICAL TYP

UNDERGROUND UG

UNLESS NOTED OTHERWISE UNO

URINAL UR

VERTICAL VERT

VESTIBULE VEST

VINYL COMPOSITION TILE VCT

VINYL WALLCOVERING VWC

WATER CLOSET WC

WATER HEATER WH

WEIGHT WT

WELDED WIRE FABRIC WWF

WHERE OCCURRING W.O.

WOOD WD

X A-X01

X A-X01

XX.XX

X

X

X

A-X01

X

ROOM

NAME

XXXX

XX

XX

ELEV. = 100'-0"

FINISH FLOOR

XX

GENERAL NOTES

XXX

1. THE CONTRACTOR SHALL PROTECT EXISTING BUILDING AND

SITE MATERIALS SCHEDULED TO REMAIN, AND SHALL BE

RESPONSIBLE FOR DAMAGE TO SAME RESULTING FROM WORK

UNDER THIS CONTRACT. THE CONTRACTOR SHALL RESTORE

DAMAGED EXISTING BUILDING AND SITE MATERIALS TO THEIR

ORIGINAL CONDITION.

2. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

SHALL BE RESPONSIBLE FOR THE SAME. COORDINATE ALL

WORK AND SHOP DRAWINGS WITH OTHER TRADES.

3. INFORMATION PERTAINING TO THE EXISTING BUILDING HAS

BEEN OBTAINED THROUGH THE BUILDING'S ORIGINAL

DRAWINGS, WHERE AVAILABLE, AND LIMITED ON-SITE

VERIFICATION. REPORT DISCREPANCIES TO THE CONTRACTING

OFFICER PRIOR TO ANY DEMOLITION. CONTRACTOR SHALL

FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO

COMMENCING WORK.

4. THE CONTRACTOR SHALL COORDINATE ALL TESTING AND

INSPECTIONS AS SPECIFIED, OR AS NECESSARY TO

DEMONSTRATE A COMPLETE AND SATISFACTORY

INSTALLATION.

5. THE CONTRACTOR SHALL COORDINATE ON-SITE STORAGE OF

BUILDING MATERIALS, EQUIPMENT, AND TRASH CONTAINERS

WITH THE PARK.

6. ALL WORK SHALL COMPLY WITH LOCAL CODES AND ALL OTHER

APPLICABLE CODES, REGULATIONS, AND ORDINANCES.

7. ALL MATERIALS AND EQUIPMENT OF THE SAME TYPE SHALL BE

SUPPLIED BY THE SAME MANUFACTURER, AND SHALL BE NEW,

OF THE BEST QUALITY AND DESIGN, AND FREE FROM DEFECTS.

8. ALL ITEMS ARE NEW UNLESS SPECIFICALLY IDENTIFIED AS

EXISTING.

9. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF

ALL WORK. CONTRACTOR SHALL ANTICIPATE AREAS WHERE

THE INSTALLATION OF MECHANICAL AND ELECTRICAL WORK

WILL BE RESTRICTED, CONGESTED, OR DIFFICULT TO INSTALL,

AND SHALL COORDINATE INSTALLATION BETWEEN THE

TRADES.

10. CONTRACTOR SHALL COORDINATE LOCATIONS FOR ALL

MECHANICAL AND ELECTRICAL ITEMS WITH EXISTING

CONDITIONS AND NEW WORK. CONTRACTOR SHALL NOTIFY

THE CONTRACTING OFFICER OF ANY DISCREPANCIES PRIOR

TO INSTALLATION AND/OR FABRICATION.

11. IT IS THE INTENT OF THIS CONTRACT THAT ALL AREAS

AFFECTED BY CONSTRUCTION SHALL PROVIDE A FINISHED

AND COMPLETE PROJECT, UNLESS NOTED OTHERWISE.

CONTRACTOR SHALL PATCH, REPAIR, AND ADJUST AS

REQUIRED TO ACHIEVE THIS FINISHED PROJECT.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING

ALL WORK AND PROVIDING ALL MATERIALS REQUIRED TO

ACHIEVE THE DESIGN INTENT SHOWN ON THESE DRAWINGS.

THE GOVERNMENT WILL NOT BE RESPONSIBLE FOR ANY

ADDITIONAL EXPENSE TO THE CONTRACTOR IF THE

CONDITIONS CAUSING THOSE EXPENSES COULD HAVE BEEN

DISCOVERED IN AN ON-SITE INSPECTION PRIOR TO BID

SUBMITTAL.

13. THE BUILDING, LANDSCAPE AND SURROUNDINGS ARE ON THE

NATIONAL REGISTER OF HISTORIC PLACES. THE ENTIRE SITE IS

A HISTORIC PROPERTY AND ALL REASONABLE PRECAUTIONS

SHALL BE TAKEN TO PREVENT COLLATERAL DAMAGE TO

HISTORIC MATERIALS SURROUNDING THE WORK AREA. IF

DAMAGE OCCURS, REPAIRS SHALL BE MADE AT NO

ADDITIONAL COST TO THE GOVERNMENT TO THE

SATISFACTION OF THE CONTRACTING OFFICER. EVERY

OPPORTUNITY SHOULD BE TAKEN TO PRESERVE, REPAIR AND

CONSERVE HISTORIC MATERIALS AND DESIGNS. COORDINATE

ALL NEW PENETRATIONS AND ANY ALTERATIONS TO THE

BUILDING WHICH MIGHT AFFECT THE HISTORIC INTEGRITY OF

THE BUILDING WITH THE CONTRACTING OFFICER PRIOR TO

BEGINNING WORK.

14. "REMOVE" MEANS TO DEMOLISH AND DISPOSE OF AN ITEM OFF

OF NPS PROPERTY.

GENERAL NOTES, LEGEND

AND ABBREVIATIONS

G2

F e b a m

C

U s e r s t o d d A p p D a t a L o c a l T e m p A c P u b l i s h

H

O S

P G d w g

U

S E

R t o d d

SUB SHEET NO.

OF

DESIGNED:

KJH

BUCKSTAFF BATHHOUSE HVAC

HOT SPRINGS NATIONAL PARK

HOT SPRINGS, AK

XXX/XXXX

177425

DRAWN BY:

TECH. REVIEW:

DATE:

2/15/2024

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

ALVINE

ENGINEERING

OMAHA, NE.

TWM

CLZ

FINAL CONSTRUCTION DOCUMENTS

W14X53

W12X26

W12X26

W12X26

W12X26

W12X26

W14X53

W12X26

W

X

W

X

W

X

W

X

EXIST PILLAR

(NOTE 1)

EXIST PILLAR

(NOTE 1)

EXIST PILLAR

(NOTE 1)

4' -1

/2

3'

-8

3' -8

4'

-2

4' -2

19-W-4 (1 X 3/16)

METAL BAR GRATING

(TYP) (NOTE 2)

REMOVABLE

GUARDRAIL

STEEL LADDER

SEE 3 & 4/S-101

REMOVABLE

GAURDRAIL

S-100

3' -8

4'

-1

/2

'-1

(V

E R

IF

Y

15'-11"

21'-9"±

(VERIFY)

EXIST PILLAR

(NOTE 1)

OUTLINE OF GENERATOR

SITTING ON GRATING

EXIST WALL

EXIST BUILDING

EXIST BUILDING

S-101

S-101

W

X

7' -4

7'-10 5/16"4'-0 11/16" 4'-0"

FIXED

PIPE RAILING

GRATING EXTENDS

TO WITHIN 2" OF FACE

OF BLDG

W12X26

S-100

NORTH BEAM END

EXTENDS 4" BEYOND

C OF PILLAR SEE

DETAIL 3/S-100 FOR

ANCHORAGE TYP

L

4"

C PILLAR & BEAMSL

TERMINATE

OUT-TO-OUT DIMS.

OF CHILLER - VERIFY

CONN PER 1/S-101 (TYP)

C PILLAR & BEAMSL

6'-0" LONG HANDRAIL

FOR ELECTRICAL PANEL

MOUNTING - WELD (3)

POSTS ALL AROUND TO

TOP OF BEAM, NOTCH

GRATING AS REQ'D.

W14X53

W14X53

EXTENT OF GROUT

BELOW BEAM

ANCHOR RODS ON

5 1/2"x5 1/2" GA

S-100

W14X53

W14X53

SINGLE PLATE CONN. w/

(3) 34 Ø BOLTS

4" GROUT

(4) 12" Ø HILTI HAS-V-36 (HDG)

THREADED RODS w/ 8" MIN EMBED

INTO TOP OF PILLAR, UTILIZING HILTI

"HIT-HY200 A/R V3" ADHESIVE

ANCHORING SYSTEM

EXIST PILLAR

GRATING

W12X26

ANCHORS FOR MECH

UNIT PER SUPPLIER

NOTE:

DETAIL IS TYP @ (4) SIDES OF CHILLER

MECH UNIT

C BEAML

CONTRACTOR VERIFY

MIN 1 1/4" EDGE DISTANCE

N O

R

TH

1 PLATFORM FRAMING PLAN

SCALE: 3/8" = 1'-0"

BEAM ANCHORS

SCALE: 1 1/2" = 1'-0"

SECTION

SCALE: 1 1/2" = 1'-0"

STRUCTURAL GENERAL NOTES:

1. BUILDING CODE - 2018 INTERNATIONAL BUILDING CODE (IBC).

2. 100 PSF LIVE LOAD USED FOR DESIGN.

3. CONTRACTOR MUST VERIFY ALL EQUIPMENT SIZES AND

EXISTING CONDITIONS. STRUCTURAL ENGINEER WILL NEED

TO VERIFY BEAM SIZES, GRATING SPAN AND SIZE.

4. ALL W-SHAPE SECTIONS SHALL CONFORM TO ASTM A992 (Fy =

50 KSI).

5. BOLTS FOR STRUCTURAL CONNECTIONS SHALL BE 3/4-INCH

DIAMETER ASTM F3125 GRADE A325, TYPE 1 IN BEARING-TYPE

CONNECTIONS, TIGHTENED TO SNUG TIGHT, UNLESS

OTHERWISE NOTED.

6. ANCHOR RODS SHALL BE SPECIFIED IN DETAIL 3/S-100.

7. CONNECTIONS NOT SPECIFICALLY DETAILED SHALL BE PER

DETAIL 1/S-101.

8. HOT-DIP GALVANIZE ALL STEEL BEAM ANCHORS, GRATING,

LADDER, ETC. SEE ARCH DWGS FOR ANY PAINTING

REQUIREMENTS IN ADDITION TO GALVANIZING.

9. SPECIAL INSPECTIONS AS DEFINED AND REQUIRED BY THE

CODE SHALL BE PERFORMED BY AN INDEPENDENT

INSPECTION AGENCY APPROVED BY THE BUILDING OFFICIAL

TO PERFORM SUCH WORK. THE DESIGNATED INSPECTOR

SHALL ALSO BE APPROVED BY THE ARCHITECT AND

ENGINEER OF RECORD AND SHALL BE PAID FOR BY THE

TESTING ALLOWANCE.

10. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK HEREIN

AFTER ASSIGNED FOR CONFORMANCE WITH APPROVED

DESIGN DRAWINGS AND SPECIFICATIONS AND SHALL BRING

ALL DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE

CONTRACTOR FOR CORRECTION. UNCORRECTED

DISCREPANCIES SHALL BE REPORTED TO THE BUILDING

OFFICIAL AND ARCHITECT/ENGINEER OF RECORD.

11. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION

REPORTS TO THE BUILDING OFFICIAL AND THE

ARCHITECT/ENGINEER OF RECORD AT MONTHLY INTERVALS

AND SHALL SUBMIT A FINAL SIGNED REPORT AT THE PROJECT

COMPLETION STATING WHETHER THE WORK INSPECTED WAS,

TO THE BEST OF THEIR KNOWLEDGE, IN ACCORDANCE WITH

APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.

12. ITEMS FABRICATED IN FABRICATOR'S SHOP SHALL BE

INSPECTED PER ALL APPLICABLE PORTIONS OF IBC SECTION

1704.2.5, EXCEPT WHEN FABRICATOR IS APPROVED IN

ACCORDANCE WITH SECTION 1704.2.5.1. THE CONTRACTOR

SHALL FURNISH CERTIFICATES OF COMPLIANCE TO THE

BUILDING OFFICIAL FOR ALL PREFABRICATED STRUCTURAL

STEEL MEMBERS AS REQUIRED BY SECTIONS 1704.2.5.1 &

1704.5.

13. STEEL ELEMENTS SHALL BE INSPECTED PER QUALITY

ASSURANCE INSPECTION REQUIREMENTS OF AISC 360.

14. STEEL GRATING SHALL BE ATTACHED TO STEEL BEAMS WITH

GALVANIZED "G" CLIPS INSTALLED FROM THE TOP SIDE. CLIPS

SHALL BE PLACED AT INTERMEDIATE SUPPORTS IN THE

MIDDLE OF THE GRATING PANELS AND AT THE FOUR

CORNERS OF EACH GRATING PANEL, 6" FROM EACH SIDE OF

PANEL.

FRAMING PLAN NOTES:

1. EXISTING CONCRETE PILLAR AT NORTHEAST, NORTHWEST, AND SOUTHEAST CORNERS ARE

APPROXIMATELY 3'-0"X3'-0" IN PLAN AT THE TOP, TAPERING TO A WIDER DIMENSION AT THE

BOTTOM. FIELD VERIFY PILLAR SIZE @ SOUTHWEST CORNER. PLAN DIMENSIONS BETWEEN

PILLAR CENTERLINES ARE APPROXIMATE, TO BE VERIFIED BY CONTRACTOR.

2. INDICATES GALVANIZED STEEL GRATING (19-W-4, w/ 1"X3/16" BEARING BARS).

SEE STRUCTURAL GENERAL NOTES FOR CONNECTION TO BEAMS.

SECTION

SCALE: 1 1/2" = 1'-0"

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SUB SHEET NO.

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DESIGNED:

NRJ

BUCKSTAFF BATHHOUSE HVAC

HOT SPRINGS NATIONAL PARK

HOT SPRINGS, AK

177425

DRAWN BY:

TECH. REVIEW:

DATE:

1/15/2024

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEETA/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

ALVINE

ENGINEERING

OMAHA, NE.

MF

NRJ

FINAL CONSTRUCTION DOCUMENTS

STRUCTURAL GENERAL NOTES,

PLATFORM FRAMING PLAN & DETAILS

S-100

S-100

2"

1" GRATING SPANNING EAST-WEST

3/8"X6" LONG PLATES FULL PEN

WELDED TO BEAM, IN LINE WITH

EACH NORTH-SOUTH BEAM FOR

GRATING BEARING

W12X26

W14X53

FACE OF EXIST BLDG

1'-1"± (FIELD

VERIFY)

2 1/2"X3/8" SIDE RAILS

-SEE DET 3/S-101 FOR

CONDITION @ GATE

ABOVE

3/4" RUNGS @

12" O.C. PLUG

WELD TO RAILS

3X3X1/4 w/ 5/8" Ø BOLTS

EACH END AT BOTH RAILS

CONNECTING TO W10X26

BEAM ABOVE

6" 6"

GRADE

1/4" SHOP WELDED GUSSET PL

TYP TOP & BOT

ABOVE THE PLATFORM TOE PLATES THE SIDE

RAILS SHALL FLARE OUT TO BE 2'-0" APART, AND

EXTEND TO TOP OF GUARDRAIL. SINCE THE

GUARDRAILS ON BOTH SIDES OF THE LADDER

ARE REMOVABLE, PROVIDE DEDICATED FIXED

GUARDRAIL POST BEHIND BOTH RAILS, WITH

TOP OF POST AND RAIL CONNECTED TOGETHER

AT THE TOP. PROVIDE "LSG LADDER SAFETY

GATE" BY PS DOORS (OR APPROVED EQUAL IN

CONFORMANCE WITH OSHA), ATTACHED TO THE

DEDICATED POSTS AND ALIGNED WITH THE TOP

OF THE GUARDRAIL.

W14X53

3/4" RUNGS

@ 12" O.C.

PLUG WELD

TO RAILS

BENT PL 3/8"X9"

2 1/2"X3/8" SIDE RAILS

(3) 3/4" Ø BOLTS

1'-4" TYP

7" M

IN

1/4

4" 1'-

8" 1'-

6"

3'- 6"

4" 1'-

6"

3'- 6"

1 1/2"Ø SCH. 40 PIPE

(CARBON STEEL)

WELD ALL JOINTS &

GRIND SMOOTH (TYP)

1 1/2"Ø SCH. 40 PIPE

@ 4'-0" MAX O.C.

(CARBON STEEL)

L7x4x3/8 L.L.O. W/

(2)-3/4"Ø A325 BOLTS

W14X53

6"

TYP

GUARDRAIL POST

@ 4'-0" O.C. MAX

1/4"x4" TOE PLATE

GUARDRAIL WELD

ALL JOINTS &

GRIND SMOOTH

(TYP)

TOP OF

GRATING

NOTES:

1. ALL RAILS AND POST = 1 1/2"Ø SCH. 40 PIPE, GALVANIZED.

2. TOUCH UP GALVANIZED SURFACES DAMAGED BY FIELD

WELDING WITH ZRC COLD GALVANIZING PAINT.

ELEVATION SECTION

NOTES:

1. ALL BOLTS SHALL BE F3125, GRADE A325 UNLESS NOTED OTHERWISE.

2. PROVIDE MINIMUM BOLT NUMBER BOLTS TYPICAL. WHERE BOLT ROWS

AND/OR BOLT DIAMETER AS INDICATED I.E. 4'-1"Ø AT CONNECTION,

INCREASE NUMBER OF ROWS AND/OR BOLT DIAMETER AS INDICATED.

3. MINIMUM DISTANCE FROM TOP BOLT TO A COPE SHALL BE 1 1/2".

INCREASE DISTANCE FROM TOP OF BEAM TO TOP OF BOLT, IF REQUIRED.

4. USE ONLY SHORT HORIZONTAL SLOTTED HOLES.

4'-0" 6"

4" 1'-

6"

3'- 6"

6"

1/4

L7x4x3/8 L.L.O. W/

(2)-3/4"Ø A325 BOLTS

W14X536

TYP

1 1/2"Ø SCH. 40 PIPE

(CARBON STEEL)

WELD ALL JOINTS &

GRIND SMOOTH

(TYP)

1 1/2"Ø SCH. 40 PIPE

@ 4'-0" MAX O.C.

(CARBON STEEL)

2"Ø SCH. 80

SLEEVE

WELDED TO

ANGLE

GUARDRAIL POST

1/4"x4" TOE PLATE

GUARDRAIL

(MAX) (MAX)

TOP OF

GRATING

2"Ø SCH. 80 SLEEVE

WELDED TO ANGLE

1/4"x2 1/2"Ø O.D.

PLATE WELDED

TO POST

T/BEAM

SEE PLAN

1/4"x4" TOE PLATE

TYP

ELEVATION SECTION

SCALE: 1" = 1'-0"

TYPICAL SINGLE PLATE SHEAR CONNECTION

(SHEAR TAB) W/ 3/4" Ø BOLTS1 SECTION

SCALE: 1 1/2" = 1'-0"

SECTION

SCALE: 1 1/2" = 1'-0"

TOP LADDER CONNECTION DETAIL

SCALE: 1 1/2" = 1'-0"

F eb

5,

- 1

2:

pm oa .a d.

oa co ns ult ing

.co m

\fn ts-ns 1\ pr oje cts -d ire ct\

\0

-0

\0

-0

\4

0- De sig n\

Re vit

\0 1-

S\

-P ro jec t C on te nt \ 1

-0

H

OS

P

Bu ck sta ff

XF

P0

_S

TR

C.

dw g

- U

SE

R m fu jan

SUB SHEET NO.

OF

DESIGNED:

NRJ

BUCKSTAFF BATHHOUSE HVAC

HOT SPRINGS NATIONAL PARK

HOT SPRINGS, AK

177425

DRAWN BY:

TECH. REVIEW:

DATE:

1/15/2024

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEETA/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

ALVINE

ENGINEERING

OMAHA, NE.

MF

NRJ

FINAL CONSTRUCTION DOCUMENTS

DETAILS & SECTIONS

FIXED GUARDRAIL DETAILS

SCALE: 1" = 1'-0"

5 REMOVABLE GUARDRAIL DETAILS

SCALE: 1" = 1'-0"

S-101

S-101

WST

DUMBWAITER

DW1

LAUNDRY

B109 STORAGE

B110

LINEN ROOM

B108

AIR

CHAMBER

B104A

WIND TUNNEL

B104

HALL

B104B

EQUIPMENT

ROOM

B103

AIR

DISTRIBUTION

CHAMBER

B106

STORAGE

B107

TOOL ROOM

B102

STORAGE

B101

BOILER ROOM

B100

HALL

B105

AD1

BASEMENT DEMOLITION

PLAN

SCALE: 1/8" = 1'-0" 8' 4' 0 8'

BASEMENT DEMOLITION PLAN

N1 b

T o d d A

K

H A w o r k

H

O S

P

B u c k s t a f f

H

V A

C D

W G s

H

O S

P A

D d w g

U

S E

R t o d d

SUB SHEET NO.

OF

DESIGNED:

KJH

BUCKSTAFF BATHHOUSE HVAC

HOT SPRINGS NATIONAL PARK

HOT SPRINGS, AK

XXX/XXXX

177425

DRAWN BY:

TECH. REVIEW:

DATE:

2/15/2024

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

ALVINE

ENGINEERING

OMAHA, NE.

TWM

CLZ

FINAL CONSTRUCTION DOCUMENTS

DEMOLITION PLAN KEYNOTES (KN)

1 REMOVE DOOR AND FRAME. PREP OPENING FOR NEW WORK.

2 REMOVE WINDOW AND FRAME. PREP OPENING FOR NEW WORK.

3 REMOVE DOOR AND FRAME. PATCH WALL TO MATCH ADJACENT.

4 SEE MECHANICAL DEMOLITION PLAN. PREP AREA FOR NEW WORK.

5 REMOVE WOOD DOOR FRAME. PATCH AREA AS NEEDED.

6. REMOVE DOOR AND FRAME. PREP OPENING FOR NEW WORK. CUT

PLENUM DECK BACK ONLY AS NEEDED TO ACCOMMODATE NEW

DOOR AND FRAME. INSTALL 2X SUPPORT UNDER EDGE OF PLENUM

DECK TO STABILIZE. SEE 2/AD-1.

5 1

NOT TO SCALE

EXISTING PLENUM DECK

INSTALL NEW 2X SUPPORT BEFORE

CUTTING DECK BACK. SEE KN 6.

EXISTING PLENUM DECK

WST

DUMBWAITER

DW1

LAUNDRY

B109 STORAGE

B110

LINEN ROOM

B108

AIR

CHAMBER

B104A

WIND TUNNEL

B104

HALL

B104B

EQUIPMENT

ROOM

B103

AIR

DISTRIBUTION

CHAMBER

B106

STORAGE

B107

TOOL ROOM

B102

STORAGE

B101

BOILER ROOM

B100

HALL

B105

A1

BASEMENT PLAN

SCALE: 1/8" = 1'-0" 8' 4' 0 8'

BASEMENT PLAN

b

T o d d A

K r k

H

O S

P

B u c k s t a f f

H

V A

C D

W G s

H

O S

P A d w g

U

S E

R t o d d

SUB SHEET NO.

OF

DESIGNED:

KJH

BUCKSTAFF BATHHOUSE HVAC

HOT SPRINGS NATIONAL PARK

HOT SPRINGS, AK

XXX/XXXX

177425

DRAWN BY:

TECH. REVIEW:

DATE:

2/15/2024

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

ALVINE

ENGINEERING

OMAHA, NE.

TWM

CLZ

FINAL CONSTRUCTION DOCUMENTS

FLOOR PLAN KEYNOTES:

1 NEW DOOR AND FRAME-PAINT. SEE SHEET A1.

2 INFILL OPENING PER 7/A6. PROVIDE SEALANT AT PERIMETER-BOTH SIDES,

PRIME AND PAINT. USE 6" STUDS WHERE ABLE DUE TO WALL THICKNESS.

3 AS NEEDED-PATCH AND REPAIR WHERE FRAME WAS REMOVED. MATCH

ADJACENT AREA.

4 NEW CONCRETE HOUSEKEEPING PADS- SEE MECHANICAL.

5 PATCH AND REPAIR AIR DISTRIBUTION CHAMBER AS NEEDED TO BE

REASONABLY AIRTIGHT. COORDINATE WITH CO/COR.

6 INFILL OPENING WITH GALVANIZED SHEET METAL ON METAL STUD FRAMING.

SEE 9/A6.

7 NEW DOOR AND FRAME, 1-HOUR RATED -PAINT. SECURE FRAME AT JAMBS.

PROVIDE FIRE STOP BRICK AND FIRE PUTTY INFILL ABOVE FRAME AT CONDUITS

TO ACHIEVE 1-HR RATING. FOLLOW MANUFACTURER'S RECOMMENDATIONS.

PROVIDE FIRE SEALANT AND FIRE BARRIER FOAM AT DOOR HEAD AND JAMBS.

SEE 5/A1.

8 EXISTING PENETRATION, APPROX. 18" H X 18" W, OF MULTIPLE PIPES THROUGH

CONCRETE WALL. INFILL OPENING WITH FIRE STOP BRICKS AND FIRE PUTTY TO

ACHIEVE 1-HR RATING. FOLLOW MANUFACTURER'S RECOMMENDATIONS. SEE

2/A1.

9. NEW DOOR AND FRAME-PAINT. INSTALL 2X SUPPORT UNDER EDGE OF PLENUM

DECK TO STABILIZE. SEE AD-1.

6 9

3 3

B1

B1

B1

B102

B1

DETAIL

DOOR AND FRAME SCHEDULE

NO. SIZE TYPE MAT.

FRAME

TYPE MAT. DEPTH

FIRE

RATING

DOOR

HM GALVANIZED HOLLOW METAL

LEGEND

B100 2'-10" x 6'-4" x 1-3/4" A HM F01 HM 5-7/8" 45 MIN. 3, 5SIM /A1 B102 2'-2" x 6'-4" x 1-3/4" A HM F01 HM 5-7/8" 45 MIN. 3, 5/A1 B104 2'-6" x 6'-8" x 1-3/4" A HM F01 HM 5-7/8" NA 3, 4/A1 B105 2'-6" x 6'-8" x 1-3/4" A HM F01 HM 5-7/8" NA 3, 4/A1 B107 2'-6" x 6'-2" x 1-3/4" A HM F01 HM 5-7/8" NA 3, 4/A1

2"SEE

SCHEDULE

2"

SE

E

SC

HE

DU

LE

DOOR A FRAME 01

NOTES:

A. FEILD VERIFY ALL DOOR AND FRAME SIZES

AFTER DEMOLITION AND PATCHING.

B. FRAME AND DOOR TO FIT UNDER AIR DUCT.

SEE MECHANICAL.

C. PROVIDE SEALANT AT PERIMETER OF

FRAMES.

D. PROVIDE FIRE-RATED CAULK AT RATED

DOORS.

NOT TO SCALE

WALL PENETRATION

SCALE: 1-1/2" = 1'-0" 8"4"0 16"

DOOR JAMB/HEAD @ MASONRY

EXISTING MASONRY WALL

HM FRAME -SEE SCHEDULE

SEALANT-BOTH SIDES

SCALE: 1-1/2" = 1'-0" 8"4"0 16"

DOOR HEAD @ WOOD INFILL

SEALANT-BOTH SIDES

WOOD INFILL UNDER

BRICK ARCH-EXISTING

2X HEADER

SCALE: 1-1/2" = 1'-0" 8"4"0 16"

FRAME HEAD -1 HOUR-RATED

FIRE BARRIER FOAM AND

SEALANT AT PERIMETER

-BOTH SIDES

EXISTING CONDUIT (MULTIPLE)

DUCT- SEE MECHANICAL

HM FRAME-SEE SCHEDULE

CONCRETE DECK

HM FRAME, SECURE FRAME AT

JAMBS-SEE SCHEDULE

FIRE STOP BRICK AND FIRE

PUTTY AT CONDUITS TO

ACHIEVE 1-HR RATING.

SIM

NOTES

A, D

A, B, D A,C A,C A,C

1 HR. RATED

UP

UP

UP

UP

UP

LAMAR

TOILET

MASSAGE

MASSAGE

107A

VEST.

106B

DUMBWAITER

DW1

OFFICE

101ELEV.

E1

STAIR

S1

LOBBY

DRESSING

COOLING RM.

MASSAGE

103A

MASSAGE

103B

COOLING RM.

103DRESSING

VEST.

106A

STAIR

S2

MEN'S BATH

HALL

TOILET

MEN'S

LOCKER/

LOUNGE

OZARK

A2

GROUND FLOOR PLAN

SCALE: 1/8" = 1'-0" 8' 4' 0 8'

GROUND FLOOR PLAN

b

T o d d A

K r k

H

O S

P

B u c k s t a f f

H

V A

C D

W G s

H

O S

P A d w g

U

S E

R t o d d

SUB SHEET NO.

OF

DESIGNED:

KJH

BUCKSTAFF BATHHOUSE HVAC

HOT SPRINGS NATIONAL PARK

HOT SPRINGS, AK

XXX/XXXX

177425

DRAWN BY:

TECH. REVIEW:

DATE:

2/15/2024

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

ALVINE

ENGINEERING

OMAHA, NE.

TWM

CLZ

FINAL CONSTRUCTION DOCUMENTS

FLOOR PLAN KEYNOTES:

1 VERTICAL PIPE CHASE-FULL HEIGHT WITH SOLID-SURFACE WAINSCOT- PRIME

AND PAINT EXPOSED GWB. SEE 2 & 5 /A6. SEE MECHANICAL. SEE 2/A2 FOR

RECOMMENDED SIZE.

2 PARTIAL HEIGHT VERTICAL PIPE CHASE- HEIGHT TO MATCH FCU. INSTALL

WAINSCOT AND CAP OF SOLID SURFACE MATERIAL. SEE 4 & 5 /A6. SEE

MECHANICAL. SEE 2/A2 FOR RECOMMENDED SIZE.

3 SOFFIT-HORIZONTAL PIPE CHASE- PRIME AND PAINT. SEE 3/A6 AND

MECHANICAL.

4 MECHANICAL EQUIPMENT PLATFORM WITH GALVANIZED STRUCTURAL STEEL

BEAMS-PAINT, GALVANIZED STEEL PIPE RAILINGS AND SPRING-LOADED GATE-

PAINT, AND GALVANIZED BAR STEEL LADDER WITH EXTENSIONS-PAINT. SEE

STRUCTURAL. NOTE PAINT IS HIGH-PERFORMANCE PRODUCTS.

5 EQUIPMENT- SEE ELECTRICAL AND MECHANICAL.

GENERAL NOTES

1. PATCH/REPAIR FLOOR AS REQUIRED TO MATCH ADJACENT AREA WHERE NEW

FCU DOES NOT COMPLETELY COVER OLD LOCATIONS.

2. PATCH AND REPAIR FLOOR AND WALL TO MATCH ADJACENT AREA WHERE

EQUIPMENT IS PERMANENTLY REMOVED.

3. CLEAN FLOOR AND WALL AT FCUs AS NEEDED AS PART OF PREP FOR NEW FCUs.

A6

3 RECOMMENDED OUTSIDE DIMENSION.

COORDINATE VARIANCE W/ CO/COR

10" X 2'-0"

9" X 2'-0" -WIDTH AS NEEDED TO FIT

BEHIND DOOR

1'-0" X 2'-0"

10" X 1'-3"

A

A

A

A

A

A

A

B

C

D

B

C

C

D E

E

1'-2" X 2'-0"

A CHASE SIZE SCHEDULE

DN

DN

MASSAGE

213B

MASSAGE

213C

MASSAGE

213D

MASSAGE

210B

MASSAGE

210C

MASSAGE

210D

WOMENS

LOCKERS

STAIR

HALL

S2

TOILET

DRESSING

ROOM

COOLING

ROOM

DRESSING

ROOM

LOBBY

STAIR

S1

FOYER

ELEVA

E1

DRESSING

ROOM

COOLING

ROOM

FOYER

210A

PACK ROOM

G15

DUMBWAITER

DW1

WOMEN'S

BATH HALL

STORAGE

FOYER

213A

WOMEN'S

LOCKER LOUNGE

TOILET

MASSAGE

216A

MASSAGE

216B

MASSAGE

216C

MASSAGE

216D

A3

2ND FLOOR PLAN

SCALE: 1/8" = 1'-0" 8' 4' 0 8'

2ND FLOOR PLAN

b

T o d d A

K r k

H

O S

P

B u c k s t a f f

H

V A

C D

W G s

H

O S

P A d w g

U

S E

R t o d d

SUB SHEET NO.

OF

DESIGNED:

KJH

BUCKSTAFF BATHHOUSE HVAC

HOT SPRINGS NATIONAL PARK

HOT SPRINGS, AK

XXX/XXXX

177425

DRAWN BY:

TECH. REVIEW:

DATE:

2/15/2024

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

ALVINE

ENGINEERING

OMAHA, NE.

TWM

CLZ

FINAL CONSTRUCTION DOCUMENTS

FLOOR PLAN KEYNOTES:

1 VERTICAL PIPE CHASE-FULL HEIGHT-PRIME AND PAINT GWB. PROVIDE BASE

MATERIAL TO MATCH EXISTING. SEE 2 & 5 /A6. SEE MECHANICAL. SEE 2/A2

CHASE SIZE SCHEDULE FOR RECOMMENDED SIZE.

2 PARTIAL HEIGHT VERTICAL PIPE CHASE- HEIGHT TO MATCH FCU. INSTALL

WAINSCOT AND CAP OF SOLID SURFACE MATERIAL. SEE 4 & 5 /A6. SEE

MECHANICAL. SEE 2/A2 CHASE SIZE SCHEDULE FOR RECOMMENDED SIZE.

ALIGN FACE OF CHASE WITH THE FACE OF THE FCU.

3 AT THE FCU INSTALLED IN FRONT OF THE WINDOW INSTALL SOLID-SURFACE

MATERIAL SPACER FLATWISE AGAINST THE WALL. THE TOP OF THE FCU WILL

BE AT THE SAME LEVEL AS THE LIP OF THE MARBLE SILL LEAVING A GAP

BETWEEN THE FCU AND THE WALL. SIZE THE SPACER 1/4" LARGER THAN THE

FCU AND NOTCH THE SPACER AT THE SILL.

GENERAL NOTES

1. PATCH/REPAIR FLOOR AS REQUIRED TO MATCH ADJACENT AREA WHERE

NEW FCU DOES NOT COMPLETELY COVER OLD LOCATIONS.

2. PATCH AND REPAIR FLOOR AND WALL TO MATCH ADJACENT AREA WHERE

EQUIPMENT IS PERMANENTLY REMOVED.

3. CLEAN FLOOR AND WALL AT FCUs AS NEEDED AS PART OF PREP FOR NEW FCUs.

A

3 3

CONFERENCE

ROOM

WAITING

ROOM

ELEVA

E1

MGR. OFFICE

STORAGE

STORAGE

300B

HALL

300A

MANI./PEDI.

ROOM

300CFACIAL RM

300D

FACIAL RM

300E

STAIR

S1STORAGE

EQ4'-0"EQEQ4'-0"EQ

A4

3RD FLOOR REFLECTED

CEILING PLAN

SCALE: 1/8" = 1'-0" 8' 4' 0 8'

3RD FLOOR - REFLECTED CEILING PLAN

b

T o d d A

K r k

H

O S

P

B u c k s t a f f

H

V A

C D

W G s

H

O S

P A d w g

U

S E

R t o d d

SUB SHEET NO.

OF

DESIGNED:

KJH

BUCKSTAFF BATHHOUSE HVAC

HOT SPRINGS NATIONAL PARK

HOT SPRINGS, AK

XXX/XXXX

177425

DRAWN BY:

TECH. REVIEW:

DATE:

2/15/2024

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

ALVINE

ENGINEERING

OMAHA, NE.

TWM

CLZ

FINAL CONSTRUCTION DOCUMENTS

FLOOR PLAN KEYNOTES:

1 SOFFIT-HORIZONTAL DUCT CHASE- PRIME AND PAINT. SEE 8/A6.

2 2' X 2' ACOUSTICAL CEILING TILE IN 15/16" ALUMINUM GRID. INSTALL AT 8'-1"

A.F.F., INSTALL AS HIGH AS POSSIBLE UNDER DUCTWORK IN MGR. OFFICE

301.

3 EXTEND EXISTING WALL TO DECK. KEEP LOWER CROWN MOLDING IN PLACE,

REMOVE UPPER CROWN MOLDING-PATCH. ADD MATCHING CROWN MOLDING

AT DECK. PRIME NEW GWB AND PAINT FULL WALL-BOTH SIDES. SEE 6/A6.

4 LOWER EXISTING GRILL IN RM. 304. PROVIDE NEW THRU-WALL OPENING FOR

NEW DUCT AND DIFFUSER. SEE MECHANICAL.

5 NEW THRU-WALL OPENING FOR TRANSFER DUCT. SEE MECHANICAL.

PROVIDE SOFFIT TO ENCLOSE TRANSFER DUCT. CONSTRUCTION BOTH

SOFFITS IN A SIMILAR MANNER AT SIMILAR HEIGHTS. SEE 3/A6 SIM.

GENERAL NOTES

1. PATCH/REPAIR FLOOR AS REQUIRED TO MATCH ADJACENT AREA WHERE NEW

FCU DOES NOT COMPLETELY COVER OLD LOCATION.

2. PATCH AND REPAIR FLOOR AND WALL TO MATCH ADJACENT AREA WHERE

EQUIPMENT IS PERMANENTLY REMOVED.

3. CLEAN FLOOR AND WALL AT FCUs AS NEEDED AS PART OF PREP FOR NEW FCUs.

4. PATCH AND REPAIR AT NEW WORK TYING INTO ADJACENT AREAS.

A5

ROOF PLAN

SCALE: 1/8" = 1'-0" 8' 4' 0 8'

ROOF PLAN

b

T o d d A

K r k

H

O S

P

B u c k s t a f f

H

V A

C D

W G s

H

O S

P A d w g

U

S E

R t o d d

SUB SHEET NO.

OF

DESIGNED:

KJH

BUCKSTAFF BATHHOUSE HVAC

HOT SPRINGS NATIONAL PARK

HOT SPRINGS, AK

XXX/XXXX

177425

DRAWN BY:

TECH. REVIEW:

DATE:

2/15/2024

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

ALVINE

ENGINEERING

OMAHA, NE.

TWM

CLZ

FINAL CONSTRUCTION DOCUMENTS

GENERAL NOTES

1. CAP ROOF VENTS AS DIRECTED. SEE MECHANICAL.

2. PATCH AND REPAIR ROOF AS NEEDED AS A RESULT OF INSTALLING

CONDENSING UNIT. SEE MECHANICAL.

CONDENSING UNIT

SEE MECHANICAL

ROOF VENTS-TYP.

ROOF VENTS-TYP.

SEE A4

DETAILS,ELEVATIONS,

SECTIONS

b

T o d d A

K r k

H

O S

P

B u c k s t a f f

H

V A

C D

W G s

H

O S

P A d w g

U

S E

R t o d d

SUB SHEET NO.

OF

DESIGNED:

KJH

BUCKSTAFF BATHHOUSE HVAC

HOT SPRINGS NATIONAL PARK

HOT SPRINGS, AK

XXX/XXXX

177425

DRAWN BY:

TECH. REVIEW:

DATE:

2/15/2024

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEET

A/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

ALVINE

ENGINEERING

OMAHA, NE.

TWM

CLZ

FINAL CONSTRUCTION DOCUMENTS

SCALE: 1/4" = 1'-0" 4' 2' 0 4'

ELEVATION- MECHANICAL PLATFORM

NOT TO SCALE

ELEVATION- PIPE CHASE (TYP.)

FLOOR PLAN KEYNOTES:

1 EXISTING CONCRETE COLUMN

2 WIDE-FLANGE BEAM- HP PAINT. SEE STRUCTURAL

3 2" STEEL OPEN GRATING- SEE STRUCTURAL

4 42"H PIPE RAILING W/ REMOVEABLE SECTIONS- HP PAINT. SEE STRUCTURAL

5 SPRING-LOADED GATE- HP PAINT (IF NOT PREVIOUSLY FINISHED). SEE

STRUCTURAL.

6 EQUIPMENT BEYOND. SEE MECHANICAL & ELECTRICAL.

7 BAR-STEEL LADDER W/ EXTENSIONS, BRACED- HP PAINT. SEE STRUCTURAL

8 EXISTING MARBLE WAINSCOT

9 3/4" SOLID-SURFACE MATERIAL WAINSCOT -MATCH HEIGHT (U.N.O.) AND

HORIZONTAL JOINTING OF EXISTING WAINSCOT. NOTCH AS NEEDED TO ABUT

EXISTING WAINSCOT.

10 NEW GWB PIPE CHASE. SEE 5/A6.

11 EXISTING PLASTER WALL BEYOND

12 PARTIAL HEIGHT PIPE CHASE- HEIGHT TO ALIGN WITH TOP OF FCU. CAP CHASE

W/ SOLID SURFACE MATERIAL. FLATWISE PIECE TO 'CAP' VERT. WALL PIECE.

SEE 5/A6.

13 FCU- SEE MECHANICAL

14 NOT USED

15 1/2" MR TYPE 'X' GYPSUM DRYWALL-BOTH SIDES

16 2-1/2" 25-GAUGE C-CHANNEL (TYP.)

17 17A 2-1/2" 25 -GAUGE METAL STUD @ 16" O.C. 17A -FLATWISE

18 ALIGN FACE OF CHASE WITH FACE OF FCU.

19 SIZE CHASE/SOFFIT TO ACCOMMODATE MECHANICAL PIPING- SEE 2/A2 CHASE

SIZE SCHEDULE. SEE MECHANICAL

20 3-5/8" 25-GAUGE C-CHANNEL (TYP.) INSTALL C-CHANNEL AROUND PERIMETER

AT INFILL AND AT 9/A6.

21 3-5/8" 25 -GAUGE METAL STUD @ 16" O.C.

22 WOOD CROWN MOLDING W/ FRIEZE BOARD- MATCH EXISTING. INSTALL

MOLDING ALONG CEILING ONLY.

23 INFILL OPENING WITH 16 GAUGE GALVANIZED SHEET METAL ON METAL STUD

FRAMING. USE FULL SHEETS. INSTALL SEALANT AT PERIMETER. OVERLAP THE

GALVANIZED STEEL SHEETS 3" WITH SEALANT BEAD BETWEEN SHEETS AND

SEALANT BEAD BETWEEN PERIMETER CHANNEL AND SHEET. MAKE AIRTIGHT.

NOT TO SCALE

ELEVATION- PARTIAL HEIGHT

PIPE CHASE (TYP.)

ALIGN W/ TOP OF FCU

TOP OF CHASE

NOT TO SCALE

SECTION - PIPE SOFFIT @ WALL (TYP.)

NOT TO SCALE

PLAN DETAIL-PIPE CHASE (TYP.)

SECTION-SIM.

A6

A6

FIN. FLOOR FIN. FLOOR

NOT TO SCALE

SECTION - PIPE SOFFIT @ 3RD FLR.

A.FIN.FLR.

8'-8"

NOT TO SCALE

INFILL DETAIL

T.O. WAINSCOT

EXISTING WALL

EXISTING WALL W/

CROWN MOLDING

BEAM BEYOND

BTTM. OF

NOT TO SCALE

WALL EXTENSION DETAIL

SI

M

ALIGN

FIN. FLOOR

NOT TO SCALE

WALL EXTENSION DETAIL

EXISTING CONSTRUCTION

AIR

CHAMBER

B106

EQUIPMENT

RM

B103

17A

REMOVE UPPER CROWN

MOLDING. PATCH AND REPAIR

Fe br ua ry

, 2

7:3 6a m M

0- 0.d wg m gr eg or y

NOTE:

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS

and clearances from ARCHITECTURAL, STRUCTURAL, shop and other appropriate drawing or at site. lay out and coordinate all work prior to installation to provide clearances required for operation, maintenance, and codes and verify non-interference with other work. DO NOT FABRICATE

PRIOR TO VERIFICATION OF CLEARANCE FOR ALL

TRADES. READ SPECIFICATIONS.

COPYRIGHT 2024

Permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Alvine Engineering is prohibited by copyright law.

AE# 20239955

SUB SHEET NO.

OF

DESIGNED:

BUCKSTAFF BATHHOUSE HVAC

HOT SPRINGS NATIONAL PARK

HOT SPRINGS, AK

XXX/XXXX

177425

DRAWN BY:

TECH. REVIEW:

DATE:

2/15/2024

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEETA/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

ALVINE

ENGINEERING

OMAHA, NE. 51

FINAL CONSTRUCTION DOCUMENTS

MRG

MRG

BAH

MECHANICAL SYMBOLS

AND ABBREVIATIONSM0-0

F

SM

FHC

FVC

PIV

FS

DESCRIPTIONSYMBOLSYMBOL DESCRIPTION SYMBOL DESCRIPTION

FIRE PROTECTION

FIRE LINE

CEILING CLEAN AGENT NOZZLE FLUSH FIRE PUMP TEST HEADERSPRINKLER MAIN

SUB-FLOOR CLEAN AGENT NOZZLE FREE-STANDING FIRE PUMP TEST HEADERCLEAN AGENT

CEILING DETECTOR FREE-STANDING FIRE DEPARTMENT CONNECTIONSPRINKLER BRANCH AND HEADS

SUB-FLOOR DETECTOR FLUSH FIRE DEPARTMENT CONNECTIONRECESSED PENDANT SPRINKLER

CLEAN AGENT ALARM BELL FIRE DEPARTMENT CONNECTIONCONCEALED PENDANT SPRINKLER

CLEAN AGENT HORN WITH STROBE FIRE HOSE CABINETUPRIGHT SPRINKLER

ELECTRIC PULL STATION FIRE HOSE VALVE CABINETDRY PENDANT SPRINKLER

ABORT PULL STATION POST INDICATOR VALVEHORIZONTAL SIDEWALL SPRINKLER

CLEAN AGENT PRESSURE SWITCH ISOLATION VALVE WITH TAMPER SWITCHDRY HORIZONTAL SIDEWALL SPRINKLER

WARNING LIGHT ALARM CHECK VALVEPRE-ACTION HEAT DETECTOR

CLEAN AGENT PANEL DRY PIPE VALVEPRE-ACTION PULL STATION

FIRE HYDRANT FLOW SWITCHPRE-ACTION ALARM BELL

ALARM BELL WATER FLOW SWITCHPRE-ACTION TROUBLE STROBE

ALARM STROBEDELUGE VALVE FOR PRE-ACTION SYSTEM

PRE-ACTION RELEASING PANEL FIRE DEPARTMENT HOSE VALVE

CA

PA

CAP

MECHANICAL SYMBOLS MECHANICAL SYMBOLS

SYMBOLS INDICATED HERE AND NOT USED IN THE

CONTRACT DOCUMENTS DO NOT APPLY TO THIS

PROJECT. ADDITIONAL SYMBOLS AND ABBREVIATIONS

MAY BE INDICATED IN THE CONTRACT DOCUMENTS.

FINTUBE-TYPE (SHADED AREA INDICATES

CAPACITY MBH ELEMENT LOCATION)

VOLUME DAMPER

DESCRIPTIONSYMBOLSYMBOL DESCRIPTION SYMBOL DESCRIPTION

HEATING - VENTILATING - AIR-CONDITIONING

T RS

T

H

A

S

P T

FS

AD

L"

D"

FT-1

MBH

XØ

X/X

SD

M

CFM

SIZE TYPE

CFM

SIZE TYPE

FRD

FSD

M

MCO2

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CONDENSATE OR BOILER FEED PUMP DISCHARGE

CONDENSER WATER SUPPLY FROM TOWER

CONDENSER WATER RETURN TO TOWER

COIL OR EQUIPMENT DRAIN

THERMAL HOT WATER

THERMAL COLD WATER

FUEL OIL SUPPLY

FUEL OIL RETURN

FUEL OIL VENT

NATURAL GAS

HEAT PUMP WATER SUPPLY

HEAT PUMP WATER RETURN

HIGH PRESSURE CONDENSATE RETURN

HIGH PRESSURE STEAM

HOT WATER SUPPLY

HOT WATER RETURN

LOW PRESSURE CONDENSATE RETURN

LOW PRESSURE STEAM

MEDIUM PRESSURE CONDENSATE RETURN

MEDIUM PRESSURE STEAM

REFRIGERANT LIQUID

REFRIGERANT SUCTION

REFRIGERANT HOT GAS DISCHARGE

BACK-DRAFT DAMPER (COUNTER BALANCED)B.D.D.

LPS

MPS

HPS

LPR

MPR

HPR

HWS

HWR

THW

TCW

CWS

CWR

PC

FOS

FOR

FOV

G

RL

RS

RD

CS

CR

CD

#/HR

HPWS

HPWR

PIPE IN SLEEVE

VALVE IN VERTICAL PIPE

F AND T TRAP CAP LBS/HR

BUCKET TRAP CAP LBS/HR

AIR QUALITY SENSOR

C02 SENSOR

HUMIDISTAT

REMOTE SENSOR

THERMOSTAT

THERMOSTAT WITH REMOTE SENSOR

AQUASTAT

SOLENOID VALVE (REFRIGERANT)

THERMOSTATIC EXPANSION VALVE (REFRIGERANT)

SIGHT GLASS

MANUAL AIR VENT

PRESSURE OR TEMPERATURE MEASURING POINTS

FLOW SWITCH

HEATING RISER

ACCESS DOOR - SIZE AS SHOWN OR PER SPEC.

EXPANSION LOOP, LENGTH AND DEPTH

NEW TO EXISTING CONNECTION

#/HR

AQ

RECTANGULAR DUCTWORK

(FIRST NUMBER IS SIDE SHOWN)X/X

ROUND DUCT

FLAT OVAL (FIRST NUMBER IS THE SIDE SHOWN)

MOTORIZED DAMPER

FIRE DAMPER WITH ACCESS DOOR

COMBINATION FIRE AND SMOKE DAMPER

WITH ACCESS DOOR

SMOKE DAMPER WITH ACCESS DOOR

SOUND ATTENUATOR

FLEX CONNECTION

SUPPLY REGISTER OR GRILLE

RETURN REGISTER OR GRILLE

SA

TYP DIFFUSER NECK SIZE, MARK

CFM

X X X

X X X

SUPPLY, OUTDOOR, OR MIXED AIR DUCT

END OR RISER (SA) (OA) (MA)

RETURN EXHAUST OR RELIEF AIR DUCT

END OR RISER (RA) (EA) (RLFA)

TYP EXHAUST/RETURN GRILLE NECK SIZE, MARK

CFM

TURNING VANES

MECHANICAL/ELECTRICAL COORDINATION SCHEDULE

MECHANICAL EQUIPMENT WITH ELEC CONNECTION SEE

AUTOMATIC CONTROL VALVE, 2-WAY

AUTOMATIC CONTROL VALVE, 3-WAY

PRESSURE REGULATING VALVE (PRV)

X X

POINT OF DISCONNECT BREAK / CONTINUATION

T

OR

DESCRIPTIONSYMBOLSYMBOL DESCRIPTION SYMBOL DESCRIPTION

PIPING

R

PTT

TEE

ELBOW

UNION

STRAINER WITH DRAIN VALVE AND HOSE END

BALANCING VALVE

ISOLATION VALVE (BALL OR BUTTERFLY)

PRESSURE RELIEF VALVE

ELBOW UP

ELBOW DOWN

GLOBE VALVE

PRESS / TEMP TEST PORT

GATE VALVE

CHECK VALVE (ARROW INDICATES FLOW)

FLEXIBLE PIPING

AUTOMATIC AIR VENT

MANUAL AIR VENT WITH ISOLATION VALVE

CONCENTRIC REDUCER

ECCENTRIC REDUCER

PRESSURE GAUGE WITH GAUGE COCK

THERMOMETER, SIDE FEED

THERMOMETER, BOTTOM FEED

ARROW INDICATES FLOW DIRECTION

ARROW INDICATES DOWNWARD PIPE PITCH

WATER METERM

S

S

SS

AW

AW

S

S

OF

OF

SS

AW

AW

AV

V

140°

140°

SS

W

S

S

S

A

V

GCO

HB

WH

Y.H.

BFP

_ FD-X

_ FS-X

_ RD-X

DS

MH

VTR

SH

EXISTING SANITARY DRAIN (ABOVE FLOOR)

VENT

DESCRIPTIONSYMBOLSYMBOL DESCRIPTION SYMBOL DESCRIPTION

PLUMBING

EXISTING SANITARY SEWER (BELOW FLOOR)

HOT WATER CIRCULATING 140°

GRADE CLEAN OUT

EXISTING STORM DRAIN (ABOVE FLOOR)

OVERFLOW STORM DRAIN (ABOVE FLOOR)

DOUBLE GRADE CLEAN-OUT

EXISTING STORM DRAIN (BELOW FLOOR)

OVERFLOW STORM DRAIN (BELOW FLOOR)

HOSE BIBB

EXISTING SUB SOIL DRAIN

SANITARY DRAIN (ABOVE FLOOR)

WALL HYDRANT (NON-FREEZE TYPE)

EXISTING ACID WASTE (ABOVE FLOOR)

SANITARY SEWER (BELOW FLOOR)

YARD HYDRANT

EXISTING ACID WASTE (BELOW FLOOR)

BACK FLOW PREVENTER

SITE STORM SEWER

FLOOR DRAIN SIZE-TYPE

SITE WATER PIPING

FLOOR SINK SIZE-TYPE

STORM DRAIN (BELOW FLOOR)

ROOF DRAIN SIZE-TYPE

SUB SOIL DRAIN

DOWN SPOUT

MANHOLE

ACID WASTE (ABOVE FLOOR)

VACUUM BREAKER

ACID WASTE (BELOW FLOOR)

GAS COCK

ACID VENT

RUNNING TRAP

VENT THROUGH ROOF ON RISER

PLUMBING RISER NUMBER

SHOWER

COLD WATER (CW)

COLD SOFT WATER

COMPRESSED AIR

HOT WATER (HW)

HOT WATER CIRCULATING (HWC)

HOT SOFT WATER

HOT SOFT WATER RECIRCULATING

STORM DRAIN (ABOVE FLOOR)

HOT WATER 140°

CLEAN OUT

NATURAL GASG

ORCO CO

BLDG BUILDING

BTUH BRITISH THERMAL UNIT PER HOUR

CFM CUBIC FEET PER MINUTE

CL CENTER LINE

CLG CEILING

CLR CLEAR

CRAC

CV CONSTANT VOLUME

DIAMETER

DISC DISCONNECT

DIST DISTRIBUTION

DN DOWN

DWG DRAWING

EA EXHAUST AIR

EL ELEVATION

EHC ELECTRIC HEATING COIL

EQUIP EQUIPMENT

EXH EXHAUST

EXIST EXISTING

FA FIRE ALARM

FL FLOOR

FT FEET

PWR POWER

PVC POLYVINYL CHLORIDE

PSI POUNDS PER SQUARE INCH

PSF POUNDS PER SQUARE FOOT

PNL PANEL

PLBG PLUMBING

PIV POST INDICATOR VALVE

RM ROOM

RH RELATIVE HUMIDITY

REQD REQUIRED

RLFA RELIEF AIR

RA RETURN AIR

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

UL UNDERWRITERS LABORATORY

UG UNDERGROUND

TYP TYPICAL

TEMP TEMPERATURE

STD STANDARD

SS STAINLESS STEEL

SPECS SPECIFICATIONS

SIM SIMILAR

SCHD SCHEDULE

SAN SANITARY

SA SUPPLY AIR

NC NORMALLY CLOSED

MTD MOUNTED

MISC MISCELLANEOUS

MIN MINIMUM

MECH MECHANICAL

MAX MAXIMUM

LBS POUNDS

KW KILOWATT

OC ON CENTER

OA OUTDOOR AIR

NTS NOT TO SCALE

NOM NOMINAL

NO NORMALLY OPEN

NIC NOT IN CONTRACT

GA GAUGE

HVAC HEATING, VENTILATING

HTG HEATING

HP HORSEPOWER

HGT HEIGHT

GPM GALLONS PER MINUTE

GEN GENERATOR

GALV GALVANIZED

AND AIR CONDITIONING

ELEC ELECTRICAL

DIA

CPVC

DX DIRECT EXPANSION

EPO EMERGENCY POWER OFF

F FIRE WATER

FCO FLOOR CLEAN OUT

FDC FIRE DEPARTMENT CONNECTION

FHC FIRE HOSE CABINET

FW FILTERED WATER

GC GENERAL CONTRACTOR

MBH 1000 BTU/HOUR

NPW NON-POTABLE WATER

PS PLASTER SINK

RO REVERSE OSMOSIS WATER

SCW SOFT COLD WATER

SM SPRINKLER MAIN

SMACNA SHEET METAL AND AIR

CONDITIONING CONTRACTORS'

BTU BRITISH THERMAL UNIT

PERP PERPENDICULAR

RGS RIGID GALVANIZED STEEL

HZ HERTZ, HIGH ZONE WET STANDPIPE

CFH CUBIC FEET PER HOUR

SHW SOFT HOT WATER

MERV MINIMUM EFFICIENCY REPORTING

VALUE

MOA MINIMUM OUTDOOR AIR

EOA ECONOMIZER OUTDOOR AIR

IE INVERT ELEVATION

NATIONAL ASSOCIATION

AHJ

ASHRAE

AUX

AV

AW

AWG

BFP

AUTHORITY HAVING JURISDICTION

AMERICAN SOCIETY OF HEATING,

REFRIGERATING AND

AIR-CONDITIONING ENGINEERS

AUXILIARY

ACID VENT

ACID WASTE

AMERICAN WIRE GAUGE

DOUBLE CHECK BACKFLOW

VOLT-AMPS

VERTICAL

VARIABLE FREQUENCY CONTROL

VENT THROUGH ROOF

WATT

WEATHERPROOF

TRANSFORMER

VA

VERT

VFC

VTR

W

WP

XFMR

AFF ABOVE FINISHED FLOOR

AMERICAN SOCIETY OF

MECHANICAL ENGINEERS

STANDARD SPECIFICATIONS OF

THE AMERICAN SOCIETY FOR

ASME

ASTM

TESTING MATERIALS

AVG AVERAGE

BMCS BUILDING MANAGEMENT

EMS ENERGY MANAGEMENT SYSTEM

IP INTERNET PROTOCOL

NATIONAL FIRE PROTECTION

ASSOCIATION

NFPA

WATER GAUGEWG

CHLORINATED POLYVINYL CHLORIDE

COMPUTER ROOM AIR CONDITIONER

MA MIXED AIR

CONTROL SYSTEM

ABBREVIATIONS

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

PREVENTER RPZ REDUCED PRESSURE ZONE

BACKFLOW PREVENTER

LZ LOW ZONE WET STANDPIPE

GW GARAGE WASTE

FHV FIRE HOSE VALVE

DDCV DOUBLE DETECTOR CHECK VALVE

ASSEMBLY BACKFLOW PREVENTER

DPAC DRY PIPE AIR COMPRESSOR

DPV DRY PIPE VALVE

12 60

Fe br ua ry

, 2

7:3 6a m M

0- 1.d wg m gr eg or y

NOTE:

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS

and clearances from ARCHITECTURAL, STRUCTURAL, shop and other appropriate drawing or at site. lay out and coordinate all work prior to installation to provide clearances required for operation, maintenance, and codes and verify non-interference with other work. DO NOT FABRICATE

PRIOR TO VERIFICATION OF CLEARANCE FOR ALL

TRADES. READ SPECIFICATIONS.

COPYRIGHT 2024

Permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Alvine Engineering is prohibited by copyright law.

AE# 20239955

SUB SHEET NO.

OF

DESIGNED:

BUCKSTAFF BATHHOUSE HVAC

HOT SPRINGS NATIONAL PARK

HOT SPRINGS, AK

XXX/XXXX

177425

DRAWN BY:

TECH. REVIEW:

DATE:

2/15/2024

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEETA/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

ALVINE

ENGINEERING

OMAHA, NE. 51

FINAL CONSTRUCTION DOCUMENTS

MECHANICAL

GENERAL NOTESM0-1

DEMOLITION NOTES:

1. THE OWNER SHALL HAVE THE FIRST RIGHT OF SALVAGE FOR ALL MECHANICAL,

ELECTRICAL, AND PLUMBING ITEMS BEING REMOVED. IF OWNER DECLINES, THE

CONTRACTOR SHALL REMOVE FROM THE PREMISES AND DISPOSE OF PROPERLY.

VERIFY OWNER'S INTENT PRIOR TO REMOVAL OR DEMOLITION.

2. INFORMATION PERTAINING TO THE EXISTING BUILDING HAS BEEN OBTAINED THROUGH

ON-SITE FIELD VERIFICATION. REPORT DISCREPANCIES TO THE ARCHITECT/ENGINEER

PRIOR TO ANY DEMOLITION. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

CONDITIONS PRIOR TO COMMENCING WORK.

3. COORDINATE SHUT DOWN OF ALL UTILITIES FOR DEMOLITION WORK WITH THE OWNER.

4. DISCONNECT AND REMOVE MECHANICAL SYSTEMS, EQUIPMENT, AND COMPONENTS AS

INDICATED TO BE REMOVED.

PIPING TO BE REMOVED: REMOVE PORTION OF PIPING INDICATED TO BE REMOVED AND

CAP REMAINING PIPING WITH THE SAME OR COMPATIBLE PIPING MATERIAL.

PIPING TO BE ABANDONED IN PLACE: DRAIN PIPING AND CAP WITH THE SAME OR

COMPATIBLE PIPING MATERIAL.

DUCTS TO BE REMOVED: REMOVE PORTIONS OF DUCT AND CAP REMAINING DUCTS

WITH THE SAME OR COMPATIBLE DUCTWORK MATERIAL.

DUCTS TO BE ABANDONED IN PLACE: CAP DUCTS WITH THE SAME OR COMPATIBLE

DUCTWORK MATERIAL.

EQUIPMENT TO BE REMOVED: DISCONNECT AND CAP SERVICES AND REMOVE

EQUIPMENT.

EQUIPMENT TO BE REMOVED AND REINSTALLED: DISCONNECT AND CAP SERVICES AND

REMOVE, CLEAN, AND STORE EQUIPMENT. WHEN APPROPRIATE, REINSTALL,

RECONNECT, AND MAKE EQUIPMENT FULLY OPERATIONAL.

EQUIPMENT TO BE REMOVED AND SALVAGED: DISCONNECT AND CAP SERVICES AND

REMOVE EQUIPMENT AND DELIVER TO OWNER.

5. IF PIPE OR EQUIPMENT INSULATION TO REMAIN IS DAMAGED IN APPEARANCE OR IS

UNSERVICEABLE, REMOVE DAMAGED OR UNSERVICEABLE PORTIONS AND REPLACE

WITH NEW PRODUCTS OF EQUAL CAPACITY AND QUALITY.

6. CONTRACTOR IS REQUIRED TO VISIT SITE AND FIELD VERIFY ALL EXISTING CONDITIONS

PRIOR TO BIDDING PROJECT.

7. COORDINATE DEMOLITION WITH THE WORK OF OTHER TRADES. PROVIDE TEMPORARY

UTILITIES AS REQUIRED TO ALLOW THE WORK OF OTHER TRADES TO PROCEED.

8. DUCTWORK, PIPING, PLUMBING, AND EQUIPMENT SHOWN BOLD SHALL BE REMOVED TO

THE EXTENTS INDICATED.

HVAC GENERAL NOTES:

1. DO NOT RUN DUCTWORK , PIPING, AND PLUMBING ABOVE ELECTRICAL

PANELS OR IN CODE REQUIRED CLEARANCE SPACES. COORDINATE ALL

ROUTING WORK WITH ALL OTHER TRADES.

2. DRAWINGS, PLANS, SCHEMATICS, AND DIAGRAMS INDICATE THE GENERAL

LOCATIONS AND THE ARRANGEMENT OF SYSTEMS. WHEREVER PRACTICAL,

INSTALL SYSTEMS AS INDICATED. PROVIDE OFFSETS AND ELEVATION

CHANGES TO DUCTWORK, PIPING, AND PLUMBING AS REQUIRED TO

COMPLETE THE LAYOUT AND COORDINATION PROCESS AS WELL AS MEET

ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS.

3. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR DIFFUSER,

REGISTER, GRILLE, AND CEILING MOUNTED DEVICE LOCATIONS.

4. CONTRACTOR SHALL COORDINATE LOCATION OF DUCTWORK IN CEILING

SPACE WITH ALL TRADES PRIOR TO FABRICATION AND INSTALLATION OF

DUCTWORK.

5. FOR GENERAL DUCTWORK CONSTRUCTION, SEE DUCT FITTING DETAILS.

6. DUCTWORK AND EQUIPMENT SHOWN WITH THIN LINES INDICATES EXISTING

TO REMAIN. DUCTWORK AND EQUIPMENT SHOWN WITH BOLD LINES

INDICATES NEW.

7. PROVIDE VOLUME DAMPER IN ALL BRANCH TAKEOFFS CONNECTING TO

DIFFUSERS, REGISTERS, OR GRILLES AND IN LOCATIONS INDICATED.

8. PROVIDE REMOTE VOLUME DAMPER BALANCING POSITION CONTROL FOR

ALL VOLUME DAMPERS MOUNTED ABOVE NON-ACCESSIBLE CEILINGS.

9. PROVIDE CLEARANCES TO ALL EQUIPMENT AS REQUIRED BY

MANUFACTURERS' INSTALLATION AND OPERATION REQUIREMENTS AND/OR

BY CODE.

10. INSTALL ALL DUCT AND PIPING IN MECHANICAL ROOMS AS HIGH AS

POSSIBLE. PROVIDE 7'-6" MINIMUM HIGH ACCESS PATHWAYS TO ALL

EQUIPMENT WHERE POSSIBLE.

11. COORDINATE LOCATIONS OF ALL EQUIPMENT HOUSEKEEPING PADS WITH

GENERAL CONTRACTOR. MECHANICAL CONTRACTOR IS RESPONSIBLE FOR

INSTALLATION OF EQUIPMENT HOUSEKEEPING PADS.

12. CAP ENDS OF ALL INSTALLED DUCTWORK DURING CONSTRUCTION TO

MINIMIZE DIRT, DEBRIS, AND FOREIGN OBJECTS FROM ENTERING THE DUCT

SYSTEM.

13. COORDINATE SCHEDULE OF SHUTDOWN FOR EXISTING HVAC SYSTEMS,

FOR INSTALLATION OF NEW HVAC SYSTEMS, WITH THE OWNER'S

REPRESENTATIVE PRIOR TO SHUTDOWN.

14. ALL INSULATION SHALL MEET THE ENERGY CODE'S INSTALLED R VALUE

REQUIREMENTS.

15. PERFORM FUNCTIONAL PERFORMANCE TESTING FOR HVAC SYSTEM AND

SUBMIT DOCUMENTATION REQUIRED BY 2018 IECC SECTION C408.2 TO THE

BUILDING OWNER OR OWNER'S AUTHORIZED AGENT WITHIN 90 DAYS OF

THE RECEIPT OF CERTIFICATE OF OCCUPANCY.

1. THIN LINE ITEMS INDICATE EXISTING TO REMAIN. BOLD LINE ITEMS INDICATE

NEW WORK.

2. CONTRACTOR IS RESPONSIBLE FOR ANY CUTTING AND PATCHING NEEDED

FOR MECHANICAL INSTALLATION. PATCHING MUST MATCH EXISTING.

GENERAL NOTES:PIPING GENERAL NOTES:

1. DO NOT RUN PIPING, PLUMBING, AND DUCTWORK ABOVE ELECTRICAL

PANELS OR IN CODE REQUIRED CLEARANCE SPACES. COORDINATE ALL

ROUTING WORK WITH ALL OTHER TRADES.

2. DRAWINGS, PLANS, SCHEMATICS, AND DIAGRAMS INDICATE THE GENERAL

LOCATIONS AND THE ARRANGEMENT OF SYSTEMS. WHEREVER PRACTICAL,

INSTALL SYSTEMS AS INDICATED. PROVIDE OFFSETS AND ELEVATION

CHANGES TO PIPING, PLUMBING, AND DUCTWORK AS REQUIRED TO

COMPLETE THE LAYOUT AND COORDINATION PROCESS AS WELL AS MEET

ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS.

3. SIZE AND ROUTE REFRIGERANT PIPING PER MANUFACTURERS'

RECOMMENDATIONS.

4. ROUTE ALL HORIZONTAL HVAC PIPING IN MECHANICAL ROOMS AT A

MINIMUM OF 7'-6" ABOVE FINISHED FLOOR WHERE POSSIBLE.

5. PIPING AND EQUIPMENT SHOWN WITH THIN LINES INDICATES EXISTING TO

REMAIN. PIPING AND EQUIPMENT SHOWN WITH BOLD LINES INDICATES NEW.

6. SEE SCHEDULES FOR SIZES OF BRANCH RUNOUTS TO EQUIPMENT.

7. ALL PIPING INSULATION SHALL MEET THE ENERGY CODE'S INSTALLED R

VALUE REQUIREMENTS.

8. DIELECTRIC NIPPLES OR FLANGE INSULATION KITS SHALL BE UTILIZED FOR

ALL DISSIMILAR PIPE CONNECTIONS. DIELECTRIC UNIONS WILL NOT BE

ACCEPTED.

MRG

MRG

BAH

THW TCW

6 6

14 14

DUMBWAITER

DW1

LAUNDRY

B109

STORAGE

B110

LINEN ROOM

B108

AIR

CHAMBER

B104A

WIND TUNNEL

B104

HALL

B104B

EQUIPMENT

ROOM

B103

AIR

DISTRIBUTION

CHAMBER

B106

STORAGE

B107

TOOL ROOM

B102

STORAGE

B101

BOILER ROOM

B100

HALL

B105

TCW

EXISTING TO CREEK ARCH

G

G

G

G

G G

G

EXISTING

1 1/2"

NAT GAS

EXISTING

GAS

DRYERS

EXIST.

WASHER

EXISTING LAUNDRY

WATER HEATER

Fe br ua ry

, 2

7:3 6a m M

1- 1.d wg m gr eg or y

NOTE:

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS

and clearances from ARCHITECTURAL, STRUCTURAL, shop and other appropriate drawing or at site. lay out and coordinate all work prior to installation to provide clearances required for operation, maintenance, and codes and verify non-interference with other work. DO NOT FABRICATE

PRIOR TO VERIFICATION OF CLEARANCE FOR ALL

TRADES. READ SPECIFICATIONS.

COPYRIGHT 2024

Permission to reproduce all or part of this drawing is hereby granted solely for the limited purpose of construction of this project or archiving. Unauthorized copying, disclosure or construction use without written permission of Alvine Engineering is prohibited by copyright law.

AE# 20239955

SUB SHEET NO.

OF

DESIGNED:

BUCKSTAFF BATHHOUSE HVAC

HOT SPRINGS NATIONAL PARK

HOT SPRINGS, AK

XXX/XXXX

177425

DRAWN BY:

TECH. REVIEW:

DATE:

2/15/2024

DRAWING NO.

PMIS NO.

SHEET

TITLE OF SHEETA/E FIRM

PRIME:

KENNETH HAHN

ARCHITECTS, INC.

OMAHA, NE.

SUBCONTRACTOR:

ALVINE

ENGINEERING

OMAHA, NE. 51

FINAL CONSTRUCTION DOCUMENTSBASEMENT FLOOR PLAN - MECHANICAL DEMOLITION

SCALE: 1/8" = 1'-0"

8 16 24 32 4042

BASEMENT FLOOR PLAN -

MECHANICAL DEMOLITIONM1-1

FLAG NOTES

REMOVE EXISTING BOILER COMPLETE INCLUDING ALL ASSOCIATED ABANDONED

STEAM AND CONDENSATE RETURN PIPING COMPLETE SHOWN BOLD. VERIFY

PIPING IN FIELD.

REMOVE EXISTING BOILER BREACHING SHOWN BOLD COMPLETE.

COORDINATE WITH GENERAL CONTRACTOR INFILL OF EXISTING REMAINING

OPENING IN CHIMNEY WALL ONCE BREACHING IS REMOVED.

REMOVE ABANDONED TANK ABOVE NORTH BOILER SHOWN BOLD COMPLETE

INCLUDING ASSOCIATED PIPING. PIPING NOT SHOWN FOR CLARITY.

EXISTING VENTILATION DUCTWORK SHOWN TO REMAIN AND BE REUSED.

REMOVE EXISTING 3" THERMAL HOT WATER PIPING SHOWN BOLD COMPLETE.

REMOVE EXISTING VENTILATION FAN SHOWN BOLD. COMPLETE INCLUDING BELT &

GUARD AND FAN MOTOR.

REMOVE EXISTING HEAT COIL INCLUDING COIL BASE AND ASSOCIATED

VENTILATION DUCTWORK SHOWN BOLD COMPLETE.

REMOVE EXISTING 3" THERMAL HOT WATER PIPING SHOWN BOLD. CAP REMAINING

PIPING WHERE SHOWN.

REMOVE EXISTING DAMPER ASSEMBLIES IN WALL BELOW COIL SHOWN BOLD

COMPLETE. REMOVE DAMPER ACTUATOR AND TEMPERATURE CONTROL AIR LINES

AND DEVICE WIRING SERVING DAMPER ACTUATOR.

REMOVE EXISTING DAMPER ASSEMBLIES IN EXTERIOR WALL SHOWN BOLD

COMPLETE. REMOVE DAMPER ACTUATOR AND TEMPERATURE CONTROL AIR LINES

AND DEVICE WIRING SERVING DAMPER ACTUATOR.

EXISTING THERMAL HOT AND THERMAL COLD WATER PIPING SHALL REMAIN.

REMOVE EXISTING CONDENSING UNIT SHOWN BOLD SERVING GROUND FLOOR

FURNACE. TURN OVER REMOVED EQUIPMENT TO GOVERNMENT'S

REPRESENTATIVE.

REMOVE EXISTING THERMAL HOT WATER SUPPLY AND RETURN PIPING IN

CRAWLSPACE SHOWN DARK WHICH SERVES EXISTING FAN COIL UNIT SYSTEM.

PIPING INDICATED ON PLAN IS DIAGRAMMATIC. CONTRACTOR SHALL VERIFY PIPE

SIZES AND EXTENT OF EXISTING ROUTING IN FIELD.

REMOVE ABANDONED 6" STEAM PIPING INCLUDING VALVES AND FITTINGS SHOWN

DARK COMPLETE.

REMOVE ABANDONED 2" WATER PIPING SHOWN BOLD BACK TO MAIN AND CAP.

FIELD VERIFY EXISTING CONDITIONS.

REMOVE EXISTING 2" NATURAL GAS PIPING SHOWN BOLD. REMOVE OUT TO

EXISTING GAS METER LOCATED AT WEST SIDE OF BUILDING.

EXISTING 2" GAS PIPING TO REMAIN AND BE REUSED. CONTRACTOR TO VERIFY

PIPE SIZE FOR RECONNECTION TO NEW GAS UTILITY PIPING.

EXISTING 3" THERMAL HOT WATER RETURN TO CREEK OUTSIDE OF BUILDING TO

REMAIN AND BE REUSED.

REMOVE EXTERIOR HOSE BIBB AND WATER LINE SERVING HOSE BIBB BACK TO

MAIN AND CAP. FIELD VERIFY EXISTING CONDITIONS.

EXISTING COLD WATER LINE SHALL BE REMOVED AND RELOCATED WITH NEW

LOCATION TO BE DETERMINED IN THE FIELD. COORDINATE RELOCATING THIS LINE

BASED ON FINAL DUCTWORK AND PIPING TO BE INSTALLED THROUGH EXISTING

BOILER ROOM. FINAL LOCATION OF RELOCATED WATER LINE SHALL BE MADE ONCE

DUCTWORK AND PIPING IS INSTALLED IN SPACE.

REMOVE EXISTING PNEUMATIC TEMPERATURE CONTROL AIR COMPRESSOR,

CONTROL AIR REFRIGERATED AIR DRYER AND EXISTING PNEUMATIC

TEMPERATURE CONTROL PANEL COMPLETE INCLUDING CONTROL WIRING AND

CONTROL AIR LINES SHOWN BOLD.

REMOVE PORTION OF EXISTING 2" THERMAL HOT WATER PIPING SHOWN BOLD TO

MAKE ROOM FOR NEW HVAC DUCTWORK AT EXISTING WALL OPENING AT WEST END

OF ROOM.

REMOVE PORTION OF EXISTING 3/4" COLD WATER PIPING SHOWN BOLD.

MRG

MRG

UP UP

UPUP

COUNTER

1 1

1 1

6 6 6 7 7 7

T

T

EXISTING

GRILLE

EX

IS

TI

NG

GR

ILL

E

EXISTING

GRILLE

EXISTING

GRILLE

EXISTING

GRILLE

EX

IS

TI

NG

GR

ILL

E

EXISTING

GRILLE

EX

IS

TI

NG

GR

ILL

E

EX

IS

TI

NG

GR

ILL

E

EX

IS

TI

NG

GR

ILL

E

EXISTING

GRILLE

EX

IS

TI

NG

GR

ILL

E

EX

IS

TI

NG

GR

ILL

E

EX

IS

TI

NG

GR

ILL

E

EXISTING

GRILLE

EXISTING

GRILLE

EX

IS

TI

NG

GR

ILL

E

EX

IS

TI

NG

GR

ILL

E

EXISTING

GRILLE

EX

IS

TI

NG

GR

ILL

E

EXISTING

GRILL

E

EX

IS

TI

NG

GR

ILL

E

EXISTING

GRILLE

TOILET

MASSAGE

MASSAGE

107A

VEST.

106B