Drawings.pdf

PDF 3 MB Posted Aug 30, 2023

Attached to: WICA REHABILITATE ELEVATORS Federal contract opportunity
Solicitation number: 140P6323B0013
Issued by: Department of the Interior National Park Service Midwest Region

About this file

Written by GovTribe AI · Dec 21, 2023

This solicitation is for the rehabilitation of elevators at Wind Cave National Park in Hot Springs, South Dakota. The work includes demolishing existing elevator equipment and installing new equipment, including controllers, transformers, disconnects, feeders, and shaft-mounted electric brakes. The drawings show demolition plans, new work plans including electrical and structural details, elevations, and sections. Required work also encompasses installing new lighting, receptacles, card readers, and an electronic access control system. The solicitation is issued by the National Park Service Midwest Region on behalf of Wind Cave National Park. The estimated value is $800,000. Responses are due February 28, 2023. Award is anticipated by late spring 2023.

The document provides drawings and specifications for the elevator rehabilitation project. It includes demolition plans, new work plans, elevations, sections and structural details. The drawings show the scope of work and locations for new equipment, lighting, receptacles and an electronic access control system. Specifications cover work such as demolishing existing equipment, installing new controllers, transformers, disconnects and other components.

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Other files for this federal contract opportunity

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Atch_6_Site_Visit_Sign_In_Sheet_0003.pdf	PDF	Oct 16, 2023
Atch_5_ATS_Location_0003.pdf	PDF	Oct 16, 2023
Atch_3_Radon_Report_0003.pdf	PDF	Oct 16, 2023
Atch_1_Questions_Answers_0003.pdf	PDF	Oct 16, 2023
Atch_4_Asbestos_Report_0003.pdf	PDF	Oct 16, 2023
Sol_140P6323B0013_Amd_0003.pdf	PDF	Oct 16, 2023
Atch_2_Addendum_2-Specifications_0003.pdf	PDF	Oct 16, 2023
Sol_140P6323B0013_Amd_0002.pdf	PDF	Sep 7, 2023
B09_Service_Wage_Determination_2006-0035_0002.pdf	PDF	Sep 7, 2023
Sol_140P6323B0013_Amd_0001.pdf	PDF	Sep 7, 2023
Limitations_Subcontracting.xlsx	XLSX spreadsheet	Aug 30, 2023
Sol_140P6323B0013.pdf	PDF	Aug 30, 2023
Construction_Wages_SD20230025.pdf	PDF	Aug 30, 2023
Addendum_Specs.pdf	PDF	Aug 30, 2023
Specifications.pdf	PDF	Aug 30, 2023
Service_Wages_2015-5367.pdf	PDF	Aug 30, 2023

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TITLE OF PROJECT

WIND CAVE NATIONAL PARK

80040

NATIONAL

SERVICE

PARK LOCATION WITH PARK

REHABILITATE ELEVATORS

VISITOR CENTER

NAME OF PARK

REGION COUNTY STATE

SOUTH DAKOTAFALL RIVERMIDWEST

REG

D P

ROFESSIONA L A RCHITECT

SOUT H DA KOTA

14417

STEPHEN R. SMITH

REG. NO.

https://dlr.sd.gov/btp/documents/seal_guidelines.pdf

SCHEDULE OF DRAWINGSABBREVIATIONS

TILE(LARGE SCALE)

CARPET

BRICK PAVERS

ACOUSTICAL TILE

TERRAZZO

OR BOARD

STRUCTURAL STEEL

METAL STUD WALL

OTHER

(LARGE SCALE)

(SMALL SCALE)

WOOD STUD WALL

PARTICLE BOARD

PLYWOOD

FINISH WOOD

DIMENSION LUMBER

ROOF OR RIGID

FLASHING, DAMPROOFING

CAULKING OR SEALANT

BATT OR LOOSE

INSULATION

GLASS

OR PLASTER

(SMALL SCALE)

GYPSUM WALLBOARD

(LARGE SCALE)

OR WATERPROFING

LAMINATED WOOD

CERAMIC OR QUARRY

CEMENT GYPSUM

CONCRETE MASONRY

LIGHTWEIGHT

METALS

CUT STONE

STEEL

CONCRETE MASONRY

COMPRESSIBLE

OR E.J. FILLER

BRICK

MASONRY

PRECAST

REINFORCEMENT

FINISHES

GLAZING

MOISTURE

THERMAL AND

PROTECTION

MATERIALS

BITUMINOUS PAVEMENT

CONCRETE POURED

CRUSHED ROCK

GRAVEL OR

SAND

SITE EARTH WOOD

REFERENCES

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

XX.XX

X X

A-X01 X

ROOM

NAME

XXXX

ELEV. = 100'-0"

FINISH FLOOR

GENERAL NOTES

XXX

1. IN THE EVENT OF DISCREPANCIES WITHIN THE DRAWINGS OR SPECIFICATIONS, THE GREATER QUALITY AND QUANTITY OF THE ITEMS IN QUESTION SHALL BE UTILIZED AT ALL LOCATIONS WHERE SUCH DISCREPANCIES OCCUR IN THE EVENT DISCREPANCIES BETWEEN THE DRAWINGS

AND THE SPECIFICATIONS OCCURS, THE SPECIFICATIONS SHOULD BE USED.

2. THE LOCATION OF ALL UNDERGROUND UTILITIES MAY NOT BE INDICATED ON THESE PLANS, AND SOME LOCATIONS MAY BE INACCURATE. NO EXCAVATION WILL BE PERMITTED IN THE AREA OF UNDERGROUND UTILITIES UNTIL SUCH UTILITIES HAVE BEEN LOCATED AND IDENTIFIED TO THE SATISFACTION OF ALL PARTIES, AND THEN ONLY WITH EXTREME CAUTION TO AVOID ANY POSSIBILITY OF DAMAGE TO THE UTILITY OR PERSONAL INJURY. HAND-DIGGING MAY BE REQUIRED WHEN THE EXCAVATION AND UTILITIES ARE EXTREMELY CLOSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIR AND REPLACEMENT COST OF ANY UNDERGROUND UTILITY DAMAGE.

3. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND SHALL BE RESPONSIBLE FOR THE SAME. COORDINATE ALL WORK AND SHOP DRAWINGS WITH OTHER TRADES.

4. THE CONTRACTOR SHALL COORDINATE ALL TESTING AND INSPECTIONS AS SPECIFIED, OR AS NECESSARY TO DEMONSTRATE A COMPLETE AND SATISFACTORY INSTALLATION.

5. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES.

6. 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.

7. ALL ITEMS ARE NEW UNLESS SPECIFICALLY IDENTIFIED AS EXISTING.

8. "PROVIDE" MEANS TO FURNISH AND INSTALL.

9. THE CONTRACTOR SHALL COORDINATE ON-SITE STORAGE OF BUILDING MATERIALS, EQUIPMENT, AND TRASH CONTAINERS WITH GOVERNMENT.

10. ALL BUILDING DIMENSIONS ARE TO FACE OF GYPSUM WALL BOARD , COLUMN CENTERLINE, OR OUTSIDE FACE OF EXTERIOR WALL SHEATHING, UNLESS NOTED OTHERWISE.

11. ALL ANGLES ON PLANS ARE 45- OR 90-DEGREES, UNLESS NOTED OTHERWISE

12. THE GOVERNMENT RESERVES THE RIGHT TO REMOVE ANY ITEMS FROM THE CONSTRUCTION AREA PRIOR TO THE START OF DEMOLITION WORK BY THE CONTRACTOR AND TO RETAIN SUCH ITEMS AS THEIR PROPERTY.

13. IT IS THE INTENT OF THIS CONTRACT THAT ALL AREAS AFFECTED BY CONSTRUCTION BE A FINISHED AND COMPLETE PROJECT. CONTRACTOR SHALL PATCH, REPAIR, AND ADJUST AS REQUIRED TO ACHIEVE THIS FINISHED PROJECT.

14. ALL CHANGES IN FLOOR MATERIALS OCCUR AT THE CENTERLINE OF THE DOORS IN THE CLOSED POSITION, UNLESS SHOWN OTHERWISE.

GENERAL

1. G1 COVER SHEET

2. G2 DRAWING INDEX, LEGEND AND ABBREVIATIONS

STRUCTURAL

3. S1 STRUCTURAL PLAN AND DETAILS

ARCHITECTURAL

4. C1 SITE PLAN

5. A1 DEMOLITION BUILDING PLANS

6. A2 BUILDING PLANS AND DETAILS

7. A3 ELEVATOR SECTION

ELECTRICAL

8. E0 ELECTRICAL SYMBOLS AND ABBREVIATIONS

9. E1 ELECTRICAL DEMOLITION BUILDING PLANS

10. E2 ELECTRICAL NEW WORK BUILDING PLANS

APPLICABLE CODES:

COMMERCIAL BUILDING: IBC 2021

LIFE SAFETY: NFPA 101 2021

(WHERE IBC IS SILENT)

EXISTING BUILDING CODE: IEBC 2021

ENERGY CONSERVATION: IECC 2018

MECHANICAL: IMC 2018

ELECTRICAL: NFPA 70 2020

FIRE: IFC 2021

ELEVATOR: ASME A17.1 2019 AS AMENDED

BY AGREEMENT WITH NPS

ACCESSIBILITY: 2015 ABA

DRAWING INDEX, LEGEND

AND ABBREVIATIONSG2

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

KJH

KLM

RDW

28 FEB 2023

80040

REHABILITATE ELEVATORS

WIND CAVE NATIONAL PARK

WIND CAVE, HOT SPRINGS, SOUTH DAKOTA

304936

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FINAL CONTRACT DOCUMENTS

TRUEPLAN

Fi le n am e:

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(N P

S El ev at or a t W in d C av e, K H

-1

P S

El ev at or a t W in d

C av e, K

H A

B ou nd

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L as t p lo tte d:

P ro j # DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

MAS

28 FEB 2023

80040

REHABILITATE ELEVATORS

WIND CAVE NATIONAL PARK

WIND CAVE, HOT SPRINGS, SOUTH DAKOTA

304936

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STRUCTURAL PLAN

& DETAILS

AutoCAD SHX Text

ELEVATOR ROOM HOIST BEAM FRAMING PLAN

AutoCAD SHX Text

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

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text 1'

AutoCAD SHX Text

EXISTING STEEL FRAMING TO REMAIN - NEW BEAMS TO MATCH THESE T.O.S.'S

AutoCAD SHX Text NEW W8x18

AutoCAD SHX Text

AutoCAD SHX Text S-1

AutoCAD SHX Text

AutoCAD SHX Text S-1

AutoCAD SHX Text

AutoCAD SHX Text S-1

AutoCAD SHX Text

SIM REV

AutoCAD SHX Text

AutoCAD SHX Text S-1

AutoCAD SHX Text

AutoCAD SHX Text S-1

AutoCAD SHX Text

NEW 4" STD COL.

AutoCAD SHX Text

NEW 4" STD COL.

AutoCAD SHX Text S-1

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 1/4

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

BASE PLATE DETAILS

AutoCAD SHX Text

4" STD. PIPECOL

AutoCAD SHX Text (4)-3/4" SCREWANCHORS w/ 4 1/2" EMBED

AutoCAD SHX Text NOTES: 1. PLACE 1 1/2" NON-SHRINK GROUT BELOW ALL BASE PLATES.PLACE 1 1/2" NON-SHRINK GROUT BELOW ALL BASE PLATES.

AutoCAD SHX Text S-1

AutoCAD SHX Text

TYP. CANTILEVERED BEAM TO COL. CONN.

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

COL

AutoCAD SHX Text L

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text L

AutoCAD SHX Text 5/8" P w/ (4)-3/4" BOLTS

AutoCAD SHX Text

3/8" FULL DEPTH, FITTED, WELDED STIFF. P EACH SIDE

AutoCAD SHX Text

4" STD. PIPE COL.-SEE 2/S-1 FOR BASE PL

AutoCAD SHX Text

BEAM - SEE PLAN

AutoCAD SHX Text BASE 3/4"x10 1/2"x0'-10 1/2"

AutoCAD SHX Text

MATCH T.O. EXISTING BM FIELD VERIFY (F.V.)

AutoCAD SHX Text 1/4

AutoCAD SHX Text

NEW W8 - SEE PLAN

AutoCAD SHX Text 3/8" FITTED FULL DEPTH STIFFENER w/ 3/4" BOLTS- SEE SCHEDULE

AutoCAD SHX Text

NEW W8 - SEE PLAN (EXISTING BEAM @ SIM. F.V. SIZE)

AutoCAD SHX Text

BEAM SIZE

AutoCAD SHX Text

# OF BOLTS

AutoCAD SHX Text W8, W10

AutoCAD SHX Text

AutoCAD SHX Text W12, W14

AutoCAD SHX Text

AutoCAD SHX Text W8-14

AutoCAD SHX Text NOTES: 1) USE UNLESS NOTED OTHERWISE. USE UNLESS NOTED OTHERWISE. 2) BOLT SPACING SHALL BE MIN 3" CENTER TO CENTER BETWEEN BOLTS AND 1 1/2" BOLT SPACING SHALL BE MIN 3" CENTER TO CENTER BETWEEN BOLTS AND 1 1/2" CENTER TO EDGE OF PLATE FOR BOTH CONDITIONS.

AutoCAD SHX Text S-1

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

SKEWED BEAM TO GIRDER CONNECTIONS

AutoCAD SHX Text

FIELD WELD @ SIM

AutoCAD SHX Text FRAMING PLAN NOTES: 1. TOP OF STEEL ELEVATION = TO MATCH THE EXISTING STEEL BEAMS NEXT TO THE EXISTING HOIST WAY, UNLESS NOTED OTHERWISE, UNO. 2. SEE THIS SHEET FOR STRUCTURAL GENERAL NOTES. 3. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. 4. BEAM DESIGNATIONS FOLLOWED BY (E) INDICATES EXISTING MEMBERS, E.G. W21x44(E), 22K6(E). (SIZE AND LOCATIONS INDICATED ARE ACCORDING TO DRAWINGS FOR THE EXISTING BUILDING PREPARED BY OTHERS, AND SHALL BE FIELD VERIFIED BY CONTRACTOR.)

AutoCAD SHX Text CONCRETE AND REINFORCEMENT C1. Expansion anchors shall be Hilti Kwik-Bolt 3, Red Head Trubolt or approved equivalent, with size as noted on the Expansion anchors shall be Hilti Kwik-Bolt 3, Red Head Trubolt or approved equivalent, with size as noted on the drawings. Install per manufacturer's instructions. C2. Screw anchors shall be Hilti KWIK HUS-EZ, Red Head Large Diameter Tapcon, Simpson Titen HD, or approved Screw anchors shall be Hilti KWIK HUS-EZ, Red Head Large Diameter Tapcon, Simpson Titen HD, or approved equivalent, with size as noted on the drawings. Install per manufacturer's instructions. C3. Adhesive anchors shall utilize Red Head “A7 Acrylic Adhesive” Anchor System. Simpson Strong-Tie “Acrylic-Tie” Adhesive anchors shall utilize Red Head “A7 Acrylic Adhesive” Anchor System. Simpson Strong-Tie “Acrylic-Tie” A7 Acrylic Adhesive” Anchor System. Simpson Strong-Tie “Acrylic-Tie” Anchor System. Simpson Strong-Tie “Acrylic-Tie” Acrylic-Tie” and “Epoxy-Tie” anchor systems or Hilti “HIT HY-200” and “HIT-RE 500-SD” systems are also acceptable provided their Epoxy-Tie” anchor systems or Hilti “HIT HY-200” and “HIT-RE 500-SD” systems are also acceptable provided their anchor systems or Hilti “HIT HY-200” and “HIT-RE 500-SD” systems are also acceptable provided their HIT HY-200” and “HIT-RE 500-SD” systems are also acceptable provided their and “HIT-RE 500-SD” systems are also acceptable provided their HIT-RE 500-SD” systems are also acceptable provided their systems are also acceptable provided their shear and tension allowable load capacities are equivalent to or greater than Red Head A7 Acrylic Adhesive. Threaded rods shall be ASTM A193 Grade B7 unless noted otherwise. For threaded rods into masonry, use Hilti “HIT HY-70” HIT HY-70” adhesive. Installation of anchors shall be in strict accordance with manufacturer's recommendations including finish, minimum embedment, adhesive types, recommended accessories for base conditions (such as screens at hollow base conditions) and cure times for weather conditions. C4. Non-shrink grout shall be factory premixed as manufactured by L & M Chemicals, or equivalent. Non-shrink grout shall be factory premixed as manufactured by L & M Chemicals, or equivalent. STRUCTURAL STEEL S1. All W-shape and WT-shape sections shall conform to ASTM A 992 (Fy = 50 ksi). All W-shape and WT-shape sections shall conform to ASTM A 992 (Fy = 50 ksi). S2. All S-shapes, M-shapes, channels, angles, bars and plates shall conform to ASTM A 36 (Fy = 36 ksi). All S-shapes, M-shapes, channels, angles, bars and plates shall conform to ASTM A 36 (Fy = 36 ksi). S3. Pipe sections shall conform to ASTM A 53 Grade B (Fy = 35 ksi). Pipe sections shall conform to ASTM A 53 Grade B (Fy = 35 ksi). S4. Bolts for structural connections shall be 3/4-inch diameter ASTM F3125 Grade A325, Type 1 in bearing-type 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 noted otherwise. Snug tight is the tightness that exists when all plies in a joint are in firm contact and may be achieved by a few impacts of an impact wrench or the full effort of a man using an ordinary spud wrench S5. Welding shall be performed by certified welders using low hydrogen E70 electrodes. Comply with AWS for Welding shall be performed by certified welders using low hydrogen E70 electrodes. Comply with AWS for electrodes and procedures. S6. All steel shall be prime painted with the fabricators standard shop primer. All steel shall be prime painted with the fabricators standard shop primer. EXISTING CONSTRUCTION EX1. Guard against movement or settlement of the existing structure. Provide bracing or shoring as necessary in Guard against movement or settlement of the existing structure. Provide bracing or shoring as necessary in connection therewith. Be responsible for safety and support of the structure during all phases of the construction. EX2. If during construction, movements or settlements of significant nature are observed, take precautions as necessary If during construction, movements or settlements of significant nature are observed, take precautions as necessary to secure the safety of the subject and/or adjoining premises, and contact the Architect. EX3. The existing information shown on the drawings is as exact as could be secured insofar as building construction The existing information shown on the drawings is as exact as could be secured insofar as building construction and existing conditions are concerned. Extreme accuracy is not guaranteed. The drawings and specification are intended for the assistance of the Contractor in achieving the end results. Many of the dimensions and conditions noted on the drawings are based on information obtained from the original drawings and may or may not be correct. Exact locations, measurements, distances, levels, etc. will be governed by conditions at the job site. The Contractor shall field verify all existing conditions and dimensions which affect work to be performed as part of this project, prior to any new construction or material fabrication. All dimensions must be field verified and shown on the structural shop drawings or on a separate submittal so that the Structural Engineer can make any adjustment in member sizes or details. The Contractor will be responsible for all construction changes which are a result of existing job site conditions, and which are not accurately documented for the Owner immediately after the Contractor's field verification efforts. COORDINATION AND VERIFICATION V1. Structural drawings shall be coordinated with Architectural, Mechanical, and Electrical drawings for additional Structural drawings shall be coordinated with Architectural, Mechanical, and Electrical drawings for additional openings, sleeves, under-floor ducts, floor depressions, etc. not shown on the structural drawings. Coordinate location, size, and reinforcement of all openings with respective trades before fabrication. V2. The Contractor shall verify all dimensions before starting work or fabricating any structural materials. The The Contractor shall verify all dimensions before starting work or fabricating any structural materials. The Architect shall be notified of any discrepancies found.

AutoCAD SHX Text

STRUCTURAL SPECIFICATIONS AND GENERAL NOTES

AutoCAD SHX Text

NOT TO SCALE

SITE PLAN

ELEVATOR BUILDING

CONTRACTOR'S STAGING AREACONTRACTOR PARKING EMERGENCY GENERATOR

SITE PLAN

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

KJH

KLM

RDW

28 FEB 2023

80040

REHABILITATE ELEVATORS

WIND CAVE NATIONAL PARK

WIND CAVE, HOT SPRINGS, SOUTH DAKOTA

304936

F eb

- 2

:5 4p m Y

:\1

-0

W ind

C av e El ev at or s I

I\D

\ 0

4_ W

C1 .d wg

TERRACE

PORCH

ELEV. LOBBY

ENTRY

T O

MEN'S

RESTROOM

WOMEN'S

RESTROOM

ELECTRICAL ROOM

BOILER

FIRST AID

98 8

1. REFER TO ELEVATOR SPEC.

2. REMOVE GOVERNOR.

3. REMOVE BRAKE.

4. REMOVE T-STAT.

5. REMOVE CONTROLLER.

6. REMOVE TRANSFORMER.

7. REMOVE J-BOX.

8. REMOVE DISCONNECT.

9. REMOVE PANEL EP.

10. REMOVE GROUP CONTROLLER (DISPATCHER).

11. EXISTING FLOOR SUPPLY AIR GRILLE.

12. EXISTING CONCRETE PLATFORM.

13. EXISTING 16X20 GRILLE.

14. EXISTING LADDER OPENING.

15. EXISTING HOIST BEAM.

16. REMOVABLE ACCESS PANEL AT FLOOR APPROXIMATELY 3'- 8" X 6' - 10".

17. EXISTING LADDER.

18. EXISTING GATE.

19. REMOVE SHAFT MOUNTED ELECTRIC DISC BRAKE.

20. REMOVE AC ELECTRONIC DRIVE.

21. REMOVE BEAM AND COLUMNS SHOWN BOLD AND DASHED.

22. REMOVE STEEL BASE UNDER DRIVE MACHINE

AND BRAKE ASSEMBLY.

KEY NOTES

ABOVE

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

DEMOLITION PIT PLAN

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

DEMOLITION CAVE LEVEL 1 PLAN

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

DEMOLITION CAVE LEVEL 2 PLAN

TRUEPLAN

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

DEMOLITION UPPER LEVEL PLAN

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

DEMOLITION SECOND FLOOR MECHANICAL ROOM PLAN

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

DEMOLITION THIRD FLOOR ELEVATOR MACHINE ROOM PLAN

TRUEPLAN

DEMOLITION

BUILDING PLANSA1

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

KJH

KLM

RDW

28 FEB 2023

80040

REHABILITATE ELEVATORS

WIND CAVE NATIONAL PARK

WIND CAVE, HOT SPRINGS, SOUTH DAKOTA

304936

F eb

- 2

:5 4p m Y

:\1

-0

W ind

C av e El ev at or s I

I\D

\ 0

5_ W

A1 .d wg

1. REFER TO ELEVATOR SPEC.

2. GOVERNOR.

3. BRAKE.

4. T-STAT.

5. CONTROLLER.

6. TRANSFORMER.

7. J-BOX.

8. DISCONNECT.

9. PANEL EP.

10. GROUP CONTROLLER (DISPATCHER).

11. EXISTING FLOOR SUPPLY AIR GRILLE.

12. EXISTING CONCRETE PLATFORM.

13. EXISTING 16X20 GRILLE.

14. EXISTING LADDER OPENING.

15. EXISTING HOIST BEAM.

16. REMOVABLE ACCESS PANEL AT FLOOR

APPROXIMATELY 3'- 8" X 6' - 10".

17. EXISTING LADDER.

18. EXISTING GATE.

19. SHAFT MOUNTED ELECTRIC DISC BRAKE.

20. SEE STRUCTURAL

21. STEEL BASE FOR DRIVE MACHINE AND BRAKE

ASSEMBLY

KEY NOTES

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

PIT PLAN

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

LOWER LEVEL PLAN

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

MIDDLE LEVEL PLAN

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

UPPER LEVEL PLAN

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

SECOND FLOOR MECHANICAL ROOM PLAN

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

THIRD FLOOR ELEVATOR MACHINE ROOM PLAN

TERRACE

PORCH

ELEV. LOBBY

ENTRY

T O

MEN'S

RESTROOM

WOMEN'S

RESTROOM

ELECTRICAL ROOM

BOILER

FIRST AID

98 8

ABOVE

TRUEPLAN

NO WORK THIS AREA

7 SIM

20 21

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

PANEL ELEVATION

HOISTWAY ACCESS

KEY @ UPPER LEVEL

AND LOWER LEVEL

EMERGENCY POWER

JEWEL LIGHT

KPKP

CS CS

CALL BUTTON

KEY SWITCH

CALL BUTTON

FIREMAN'S KEY

SPEAKER

RESET KEY SWITCH

PHONE MONITOR

LIGHT

DOOR FRAME

1'-11 3/8"

BUILDING PLANS

AND DETAILSA2

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

KJH

KLM

RDW

28 FEB 2023

80040

REHABILITATE ELEVATORS

WIND CAVE NATIONAL PARK

WIND CAVE, HOT SPRINGS, SOUTH DAKOTA

304936

F eb

- 2

:5 4p m Y

:\1

-0

W ind

C av e El ev at or s I

I\D

\ 0

6_ W

A2 .d wg

-2

'-9

-1

'-0

1' -0

11'-9"

-2

'-9

-1

'-0

1' -0

-0

L F

'-8

10'-8"

'-2

10'-6"

-0

L F

'-8

'-2

-1

'-0

85'-0"110'-0"

205'-8"

FIELD VERIFY

227'-11"

FIELD VERIFY

-1

'-0

ELEVATOR SECTION

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

KJH

KLM

RDW

28 FEB 2023

80040

REHABILITATE ELEVATORS

WIND CAVE NATIONAL PARK

WIND CAVE, HOT SPRINGS, SOUTH DAKOTA

304936

F eb

- 2

:5 5p m Y

:\1

-0

W ind

C av e El ev at or s I

I\D

\ 0

7_ W

A3 .d wg

DATE:

TECH. REVIEW:

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

RCF

JAS

GAN

28 FEB 2023

80040

REHABILITATE ELEVATORS

WIND CAVE NATIONAL PARK

WIND CAVE, HOT SPRINGS, SOUTH DAKOTA

304936

F eb

- 1

:3 1p m C

:\U se rs \vg ue rre ro \a pp da ta \lo ca l\te m p\

Ac Pu bli sh

\ 2

dw g

- U

R vg ue rre ro

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. Verify non-interference with other work. DO NOT FABRICATE

PRIOR TO VERIFICATION OF CLEARANCE FOR ALL

TRADES. READ SPECIFICATIONS.

AE# 20229371

FINAL CONTRACT DOCUMENTS

ELECTRICAL SYMBOLS

AND ABBREVIATIONSE0

ELECTRICAL SYMBOLS ELECTRICAL 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.

DESCRIPTIONSYMBOLSYMBOL DESCRIPTION SYMBOL DESCRIPTION

FIRE DETECTION AND ALARM

FIRE ALARM AUTOMATIC SMOKE DETECTOR

FIRE SPRINKLER VALVE TAMPER SWITCH

FIRE ALARM AUTOMATIC SMOKE DETECTOR

WITH SOUNDER BASE

FIRE SPRINKLER FLOW SWITCH FIRE ALARM ANNUNCIATOR PANEL

FIRE ALARM AUTOMATIC WALL SMOKE DETECTOR

CEILING FIRE ALARM HORN AND LIGHT COMBINATION

(# INDICATES CANDELA RATING WHERE INDICATED)

FIRE ALARM CONTROL PANEL

FIRE ALARM AUTOMATIC CEILING HEAT DETECTOR

FIRE ALARM AUTOMATIC WALL HEAT DETECTOR

FIRE ALARM MANUAL STATION

FIRE FIGHTER'S TELEPHONE JACK

FIRE ALARM MAGNETIC DOOR HOLDER

CEILING FIRE ALARM SPEAKER AND LIGHT COMBINATION

(# INDICATES CANDELA RATING WHERE INDICATED) COMBINATION FIRE/SMOKE DAMPER

WALL FIRE ALARM SPEAKER AND LIGHT COMBINATION

(# INDICATES CANDELA RATING WHERE INDICATED) SMOKE DAMPER

CEILING FIRE ALARM SPEAKER

F CM

F MM

F #

FAA

FACP

MFS.D.

MS.D.

FIRE ALARM BEAM DETECTOR AND REFLECTOR

SAMPLING TUBE TYPE SMOKE DETECTOR

CARBON MONOXIDE DETECTOR

CARBON MONOXIDE/SMOKE DETECTOR

FIRE ALARM CONTROL MODULE

FIRE ALARM MONITOR MODULE

FIRE ALARM HORN AND LIGHT COMBINATION

FIRE ALARM HORN

("C" INDICATES CEILING)

WALL FIRE ALARM SPEAKER

CEILING FIRE ALARM LIGHT

(# INDICATES CANDELA RATING WHERE INDICATED)

WALL FIRE ALARM LIGHT

(# INDICATES CANDELA RATING WHERE INDICATED)

DESCRIPTIONSYMBOLSYMBOL DESCRIPTION SYMBOL DESCRIPTION

LIGHTING AND POWER

SURFACE MOUNTED CEILING LUMINAIRE

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

RECESSED MOUNTED WALL LUMINAIRE

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

CEILING FAN - NUMBER OF BLADES IN SCHEDULE

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

UNDERCABINET LIGHT

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

SINGLE POLE SWITCH

DOUBLE POLE SWITCH

3-WAY SWITCH

4-WAY SWITCH

DOOR SWITCH

MOMENTARY CONTACT SWITCH

TIMER SWITCH

SINGLE POLE MANUAL MOTOR STARTER WITH

THERMAL OVERLOAD AND PILOT LIGHT

SWITCH AND FUSE

SWITCH AND FUSTAT

CEILING MOUNTED OCCUPANCY SENSOR

(# INDICATES FIXTURE NUMBER IN SCHEDULE)

WALL MOUNTED OCCUPANCY SENSOR/SWITCH

(# INDICATES FIXTURE NUMBER IN SCHEDULE)

PHOTOCELL CEILING MOUNTED

PHOTOCELL WALL MOUNTED

TIME SWITCH

RELAY

EMERGENCY LIGHTING RELAY

LIGHTING CONTACTOR

LIGHTING TRACK

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

TRACK MOUNTED LUMINAIRE

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

THEATER SPOT LIGHT

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

SIMPLEX RECEPTACLE

ISOLATED GROUND DUPLEX RECEPTACLE

HOSPITAL GRADE DUPLEX RECEPTACLE

RED DUPLEX RECEPTACLE

DUPLEX RECEPTACLE - SPLIT WIRED

DRYER RECEPTACLE NEMA 14-30

(125/250V 30A)

SPECIAL PURPOSE RECEPTACLE

(NEMA CONFIGURATION AS NOTED)

HORIZONTAL MOUNTED DUPLEX RECEPTACLE

RANGE RECEPTACLE NEMA 14-50

(125/250V 50A)

WELDER RECEPTACLE NEMA 6-50

(250V 50A)

ISOLATED GROUND DOUBLE DUPLEX RECEPTACLE

RED DOUBLE DUPLEX RECEPTACLE

RECEPTACLE IN AV BACKBOX

WALL CLOCK HANGER RECEPTACLE

CEILING MOUNTED DUPLEX RECEPTACLE

CEILING MOUNTED DOUBLE DUPLEX RECEPTACLE

CEILING MOUNTED RED DUPLEX RECEPTACLE

CEILING MOUNTED SPECIAL PURPOSE RECEPTACLE

CEILING MOUNTED SIMPLEX RECEPTACLE

POWER FLOOR OUTLET

("#" INDICATES DEVICE TYPE IN SCHEDULE)

POLE LUMINAIRE(S) (P# AND S# INDICATE POLE AND

LUMINAIRE NUMBERS IN RESPECTIVE SCHEDULES)

ABOVE GRADE LUMINAIRE

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

LIGHTING PANEL - FLUSH MOUNTED

DIMMING/RELAY PANEL

DISTRIBUTION PANEL, SWITCHBOARD, OR

MOTOR CONTROL CENTER

TRANSFORMER

AUTOMATIC TRANSFER SWITCH

ENCLOSED CIRCUIT BREAKER

SINGLE PHASE MAGNETIC MOTOR STARTER

THREE PHASE MAGNETIC MOTOR STARTER

COMBINATION MAGNETIC STARTER/DISCONNECT

MOTOR

PULL BOX

WALL MOUNTED JUNCTION BOX

JUNCTION BOX

("F" INDICATES FLOOR, "C" INDICATES CEILING)

CONDUIT SEAL

BRANCH CIRCUIT

BRANCH CIRCUIT - CONCEALED BELOW FLOOR

(UNDERGROUND IF EXTERIOR)

HOMERUN TO PANEL (NUMBER OF ARROWS

INDICATES NUMBER OF CIRCUITS)

SPECIAL PURPOSE HOMERUN AS INDICATED

CIRCUIT DOWN

CIRCUIT UP

CONDUIT STUB-OUT

CIRCUIT BREAK

CORD AND PLUG

ATS

J #

PUSH BUTTON STATION

COMBINATION POWER/DATA/AV FLOOR OUTLET

("#" INDICATES DEVICE TYPE IN SCHEDULE)

COMBINATION POWER/DATA FLOOR OUTLET

("#" INDICATES DEVICE TYPE IN SCHEDULE)

COMBINATION POWER/AV FLOOR OUTLET

("#" INDICATES DEVICE TYPE IN SCHEDULE)

MULTI-OUTLET ASSEMBLY

~ LENGTH AS INDICATED

RECESSED MOUNTED CEILING LUMINAIRE

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

PENDANT MOUNTED CEILING LUMINAIRE

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

IN GRADE/FLOOR LUMINAIRE

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

SHADING INDICATES LUMINAIRE ON EMERGENCY

CIRCUIT OR WITH BATTERY BACKUP

ARROW INDICATES WALL WASH LUMINAIRE AIMING

SURFACE MOUNTED WALL LUMINAIRE

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

COMBINATION CEILING MOUNTED EXIT/ EMERGENCY

BATTERY LIGHT WITH DIRECTIONAL

ARROW, SHADING INDICATES FACE

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

COMBINATION WALL MOUNTED EXIT/EMERGENCY

BATTERY LIGHT WITH DIRECTIONAL

ARROW, SHADING INDICATES FACE

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

EMERGENCY BATTERY LIGHT

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

LIGHTING PANEL - SURFACE MOUNTED

DOUBLE DUPLEX RECEPTACLE

AUTOMATICALLY CONTROLLED DUPLEX RECEPTACLE

(1) DUPLEX, (1) DUPLEX AUTOMATICALLY CONTROLLED

MECH EQUIPMENT WITH ELEC CONNECTION SEE

MECHANICAL/ELECTRICAL COORDINATION SCHEDULE

X XX-##

G,T,U

DUPLEX RECEPTACLE

"G" SUBSCRIPT INDICATES GFCI, "T" SUBSCRIPT

INDICATES TAMPER RESISTANT TYPE, "U" SUBSCRIPT

INDICATES COMBINATION USB CHARGING STATION

LIGHTING CONTROL TYPE. SEE LIGHTING

CONTROL SCHEDULE

RECEPTACLE IN CEILING AV BACKBOX

COMBINATION POWER/DATA/AV TABLETOP OUTLET

("#" INDICATES DEVICE TYPE IN SCHEDULE)TB #

MANUAL DIMMER OR FAN SPEED CONTROL

("F" INDICATES FAN SPEED CONTROL)

BRANCH CIRCUIT/FEEDER TAG.

SEE BRANCH CIRCUIT/FEEDER SCHEDULE#

LOW VOLTAGE SWITCH/CONTROL

AUTOMATICALLY CONTROLLED DUPLEX

RECEPTACLE - SPLIT WIRED

LINES INDICATE ORIENTATION

OF LUMINAIRE, WHERE INDICATED

CEILING MOUNTED EXIT LIGHT WITH DIRECTIONAL

ARROW, SHADING INDICATES FACE

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

WALL OR END MOUNTED EXIT LIGHT WITH

DIRECTIONAL ARROW, SHADING INDICATES FACE

(# INDICATES LUMINAIRE NUMBER IN SCHEDULE)

LIGHTING CIRCUIT/ZONE BOUNDARY

LIGHTING ZONE CIRCUIT DESIGNATION, "XX" INDICATES

PANEL NAME, "##" INDICATES CIRCUIT NUMBER

SAFETY SWITCH (FUSED UNLESS OTHERWISE NOTED)

"A"=AMP RATING, "B"=POLES, "C"=FUSE SIZE, "D"=NEMA

ENCLOSURE; FOR FUSE SIZE, "MR"=MFGR

RECOMMENDATIONS AND "NF"=NON-FUSE

A/B/C/D

D PRIMARY DAYLIGHT ZONE BOUNDARY

SECONDARY DAYLIGHT ZONE BOUNDARYSD

LIGHTING CONTROL ZONE BOUNDARY

DESCRIPTIONSYMBOLSYMBOL DESCRIPTION SYMBOL DESCRIPTION

SUBSCRIPTS

SUBSCRIPT "E" ADDED TO ANY SYMBOL

INDICATES EXISTING

SUBSCRIPT "PD" ADDED TO ANY FLOOR OUTLET

INDICATES PEDESTAL MOUNTED

SUBSCRIPT "WG" ADDED TO ANY SYMBOL

INDICATES WIRE GUARD

SUBSCRIPT "P" ADDED TO ANY SYMBOL

INDICATES PILOT LIGHT

SUBSCRIPT "NL" ADDED TO ANY SYMBOL INDICATES AN

UNSWITCHED LUMINAIRE OPERATING AS A NIGHT LIGHT

SUBSCRIPT "AC" ADDED TO ANY SYMBOL INDICATES ABOVE COUNTER. LOCATE CENTER OF DEVICE 4" ABOVE COUNTER SURFACE OR WHERE PRESENT, 4" ABOVE BACKSPLASH.

WHERE INDICATED ADJACENT TO LAVATORY WITHOUT COUNTER, LOCATE CENTER OF DEVICE 8" ABOVE RIM OF LAVATORY.

WG P

WPSUBSCRIPT "K" ADDED TO ANY SYMBOL

INDICATES KEY OPERATED

SUBSCRIPT "WP" APPLIED TO ANY SYMBOL

INDICATES WEATHERPROOF NEMA 3R

OR EQUIVALENT

SUBSCRIPT "EP" APPLIED TO ANY SYMBOL

INDICATES EXPLOSION PROOF,

CLASS, GROUP AND DIVISION AS NOTED

BLDG BUILDING

C CONDUIT

CATV CABLE TELEVISION

CCTV CLOSED CIRCUIT TELEVISION

CL CENTER LINE

CLG CEILING

CRAC

DIAMETER

DISC DISCONNECT

DIST DISTRIBUTION

DN DOWN

DWG DRAWING

EQUIP EQUIPMENT

EXIST EXISTING

FA FIRE ALARM

FAA FIRE ALARM ANNUNCIATOR PANEL

FACP FIRE ALARM CONTROL PANEL

FB FLOOR BOX

FL FLOOR

FLA FULL LOAD AMPS

FT FEET

PWR POWER

PNL PANEL

PIV POST INDICATOR VALVE

RM ROOM

REQD REQUIRED

UNO UNLESS NOTED OTHERWISE

UPS UNINTERRUPTIBLE POWER SUPPLY

UG UNDERGROUND

TYP TYPICAL

TV TELEVISION

TEMP TEMPERATURE

TELECOM TELECOMMUNICATIONS

SWGR SWITCHGEAR

SWBD SWITCHBOARD

SW SWITCH

STD STANDARD

SS STAINLESS STEEL

SPECS SPECIFICATIONS

SIM SIMILAR

SCHD SCHEDULE

KV KILOVOLT

NC NORMALLY CLOSED

MTG MOUNTING

MTD MOUNTED

MISC MISCELLANEOUS

MIN MINIMUM

MECH MECHANICAL

MAX MAXIMUM

LTG LIGHTING

KVA KILOVOLT AMPERE

OC ON CENTER

NTS NOT TO SCALE

NO NORMALLY OPEN

NIC NOT IN CONTRACT

JB JUNCTION BOX

HP HORSEPOWER

GND GROUND

GFCI

GEN GENERATOR

GALV GALVANIZED

ELEC ELECTRICAL

DIA

EPO EMERGENCY POWER OFF

GC GENERAL CONTRACTORCB CIRCUIT BREAKER

CKT CIRCUIT

EMD ESTIMATED MAXIMUM DEMAND

EMI ELECTROMAGNETIC INTERFERENCE

PB PULLBOX

PERP PERPENDICULAR

MATV MASTER ANTENNA TELEVISION

KCMIL THOUSAND CIRCULAR MILS

HZ HERTZ

GEC GROUNDING ELECTRODE CONDUCTOR

TTB TELEPHONE TERMINAL BOARD

IC INTERCOM

AHJ

APPROX

ATS

AUX

AWG

AMP

ALTERNATING CURRENT

AUTHORITY HAVING JURISDICTION

APPROXIMATELY

AUTOMATIC TRANSFER SWITCH

AUXILIARY

AUDIOVISUAL

AMERICAN WIRE GAUGE

VOLT-AMPS

WATT

TRANSFORMER

XFMR

AFF ABOVE FINISHED FLOOR

AVG AVERAGE

BMCS BUILDING MANAGEMENT

EC ELECTRICAL CONTRACTOR

MCB MAIN CIRCUIT BREAKER

PDU POWER DISTRIBUTION UNIT

SPD SURGE PROTECTIVE DEVICE

COMPUTER RM AIR CONDITIONER

GROUND FAULT CIRCUIT INTERRUPTER

MGB MAIN GROUND BAR

EGB ELECTRICAL GROUND BAR

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

CONTROL SYSTEMS

ABBREVIATIONS

MLO MAIN LUGS ONLY

FSAE FIRE SERVICE ACCESS ELEVATOR

KW KILOWATT

N1 NEMA 1 ENCLOSURE

N3R NEMA 3R ENCLOSURE

N4X NEMA 4X ENCLOSURE

PBB PRIMARY BONDING BUSBAR

SBB SECONDARY BONDING BUSBAR

LUMINAIRE SCHEDULE

LUM. NO MANUFACTURER CATALOG NO. LAMP DATE VOLTAGE SALIENT CHARACTERISTICS MOUNTING REMARKS

1 METALUX 4SNLEDLD544SLLW

UNVL840CD1

4500 LUMENS 120 LED STRIP LIGHT LENSED CEILING

2 METALUX

4VT2LD54DRW

UNVL840CDIWLSSL 4000 LUMENS 120 LED VAPOR TIGHT LIGHT LENSED HORIZONTAL

WALL

WET LOCATION

3 METALUX

4VT2LD54DRW

UNVL840CDIWLSSL 4000 LUMENS 120 LED VAPOR TIGHT LIGHT LENSED VERTICAL

WALL

WET LOCATION

GENERAL NOTES

a. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

b. CONTRACTOR TO VERIFY LUMINAIRE CATALOG NUMBER AND INSTALLATION REQUIREMENTS PRIOR TO ORDERING.

c. WHERE AN ALTERNATE MANUFACTURER IS NOT LISTED, A PRIOR APPROVAL REQUEST MUST BE SUBMITTED IN ACCORDANCE WITH THE SPECIFICATIONS IN ORDER

TO BID THAT MANUFACTURER'S PRODUCT.

REMARKS

1. PROVIDE TYPE 3 LIGHTING FIXTURES IN EACH ELEVATOR SHAFT, MOUNT VERTICALLY IN SHAFT 10 FT ON CENTER, TOTAL OF 22 LIGHTING FIXTURES PER SHAFT

AutoCAD SHX Text

ELEGEND

2021-08-13

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

RCF

JAS

GAN

28 FEB 2023

80040

REHABILITATE ELEVATORS

WIND CAVE NATIONAL PARK

WIND CAVE, HOT SPRINGS, SOUTH DAKOTA

304936

F eb

- 1

:3 1p m J:

2_ Pr oje cts

1\ Dw gs \ 2

dw g

- U

R vg ue rre ro

NOTE:

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS

PRIOR TO VERIFICATION OF CLEARANCE FOR ALL

TRADES. READ SPECIFICATIONS.

AE# 20229371

FINAL CONTRACT DOCUMENTS

TERRACE

PORCH

ELEV. LOBBY

ENTRY

T O

MEN'S

RESTROOM

WOMEN'S

RESTROOM

ELECTRICAL ROOM

BOILER

FIRST AID

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

ELECTRICAL DEMOLITION PIT PLAN

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

ELECTRICAL DEMOLITION UPPER LEVEL

ENTRY PLAN

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

ELECTRICAL DEMOLITION SECOND FLOOR

MECHANICAL ROOM PLAN

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

ELECTRICAL DEMOLITION THIRD FLOOR

ELEVATOR MACHINE ROOM PLAN

TRUEPLAN

ELECTRICAL DEMOLITION

BUILDING PLANSE1

REMOVE EXISTING FLOURESCENT

LIGHTING FIXTURES, FIELD VERIFY

LOCATIONS, SALVAGE EXISTING

WIRING FOR REUSE

REMOVE EXISTING RECEPTACLE DEVICE,

SALVAGE EXISTING WIRING FOR REUSE

FLAG NOTES

REMOVE WIRING TO EXISTING CONTROLLER.1

REMOVE EXISTING 230-460V. TRANSFORMER. COORDINATE WITH ELEVATOR

CONTRACTOR.

EXISTING J-BOX TO REMAIN. COORDINATE WITH ELEVATOR CONTRACTOR.3

REMOVE EXISTING 200 AMP ELEVATOR DISCONNECT AND FEEDERS.

EXISTING PANEL EP TO REMAIN.

6 REMOVE WIRING TO EXISTING SHAFT MOUNTED ELECTRIC DISC BRAKE.

REMOVE EXISTING

LIGHTING FIXTURES IN PIT

REMOVE EXISTING

RECEPTACLE DEVICE (TYP)

1 2

4 5 4

2 1

1. REMOVE EIGHT EXISTING SMOKE DETECTORS,

FIELD VERIFY LOCATIONS, EXISTING WIRING

TO REMAIN.

GENERAL NOTES

REMOVE EXISTING

SWITCH DEVICE

SALVAGE EXISTING

WIRING FOR REUSE

(TYP)

NO ELECTRICAL DEMOLITION WORK

REQUIRED ON THIS FLOOR

EXISTING SUMP PUMP

WIRING TO REMAIN

SUB SHEET NO. TITLE OF SHEET

PMIS NO.

DRAWING NO.

SHEET

DRAWN BY:

DESIGNED:

RCF

JAS

GAN

28 FEB 2023

80040

REHABILITATE ELEVATORS

WIND CAVE NATIONAL PARK

WIND CAVE, HOT SPRINGS, SOUTH DAKOTA

304936

F eb

- 1

:3 1p m J:

2_ Pr oje cts

1\ Dw gs \ 2

dw g

- U

R vg ue rre ro

NOTE:

DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS

PRIOR TO VERIFICATION OF CLEARANCE FOR ALL

TRADES. READ SPECIFICATIONS.

AE# 20229371

FINAL CONTRACT DOCUMENTS

TERRACE

PORCH

ELEV. LOBBY

ENTRY

T O

MEN'S

RESTROOM

WOMEN'S

RESTROOM

ELECTRICAL ROOM

BOILER

FIRST AID

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

ELECTRICAL NEW WORK PIT PLAN

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

ELECTRICAL NEW WORK UPPER LEVEL

ENTRY PLAN

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

ELECTRICAL NEW WORK SECOND FLOOR

MECHANICAL ROOM PLAN

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

ELECTRICAL NEW WORK THIRD FLOOR

ELEVATOR MACHINE ROOM PLAN

TRUEPLAN

ELECTRICAL NEW WORK

BUILDING PLANSE2

FLAG NOTES

PROVIDE WIRING TO NEW CONTROLLER.1

PROVIDE NEW TRANSFORMER. REFER TO KEY NOTE 12 ON DETAIL ON THIS SHEET.2

EXISTING J-BOX COORDINATE WITH ELEVATOR CONTRACTOR.3

PROVIDE NEW ELEVATOR DISCONNECT. REFER TO KEY NOTE 2 ON DETAIL ON THIS

SHEET. PROVIDE NEW FEEDERS.

EXISTING PANEL EP. PROVIDE 2 - 2011 BREAKERS AND NEW TYPED UPDATED CIRCUIT

DIRECTORY.

6 PROVIDE WIRING TO NEW SHAFT MOUNTED ELECTRIC DISC BRAKE.

2 2

MOUNT SWITCHES

NEAR LADDER (TYP)

PROVIDE NEW

GFCI RECEPTACLE

PROVIDE NEW GFCI

RECEPTACLE, RECONNECT

TO EXISTING WIRING

PROVIDE NEW LED

LIGHTING FIXTURE IN

SAME LOCATION AS

EXISTING LIGHITING

1 2 2 1

6 6

PROVIDE NEW CARD SWIPE, KEY CONTROL,

AND PUSH BUTTON CONTROL FOR

ELEVATORS. ALSO PROVIDE NEW CARD

SWIPE, KEY CONTROL, AND PUSH BUTTON

CONTROL ON LOWER LEVEL AND MIDDLE

LEVEL OF CAVES

CM F

F CMF

ELEVATOR INTERCONNECTION SCHEMATIC (NONSPRINKLED)

(TYPICAL FOR TWO ELEVATORS)

NO SCALE

1. ITEMS SHOWN WITH LIGHT LINE WEIGHT AND OR MARKED

WITH AN 'E' ARE EXISTING ITEMS TO REMAIN.

ITEMS SHOWN WITH A HEAVY LINE WEIGHT ARE NEW.

GENERAL NOTES

CARD READER, KEY CONTROL, AND PUSH BUTTONS MOUNTED NEXT TO ELEVATOR

CALL BUTTONS SHALL BE UTILIZED TO GRANT OR DENY ACCESS TO CALL ELEVATOR

TO VISITOR LEVEL AND ONLY GO TO SPECIFIC LEVELS BASED ON CREDENTIALS

PROGRAMMED. PROVIDE (1) 1* CONDUIT WITH PULL STRING FROM CARD READER

LOCATION TO ELECTRONIC ACCESS CONTROL PANEL ON SECOND LEVEL.

ELECTRONIC ACCESS CONTROL PANEL. WALL MOUNT PANEL, EQUIPMENT, AND

POWER SUPPLY. ROUTE CABLING FROM THIS LOCATION TO CONNECT TO THE

ELEVATOR CARD READERS.

PROVIDE DATA CONNECTION TO ELECTRONIC ACCESS CONTROL PANEL TO CONNECT

TO OWNER'S LAN.

PROVIDE DEDICATED CIRCUIT FOR ELECTRONIC ACCESS CONTROL SYSTEM.

COORDINATE FINAL CONNECTION WITH ACCESS CONTROL VENDOR.

PROVIDE JUNCTION BOX WITH (1) 1" CONDUIT TO ELECTRONIC ACCESS CONTROL

PANEL. JUNCTION BOX SHALL BE UTILIZED TO CONNECT TRAVELING CABLE

(PROVIDED BY OTHERS) TO THE ELECTRONIC ACCESS CONTROL SYSTEM.

CONNECT TO EXISTING PANEL IN ELECTRICAL ROOM. PROVIDE A 20/1 BREAKER.

PROVIDE A NEW TYPED UPDATED CIRCUIT DIRECTORY.

EXISTING FIBER OPTIC PANEL

UP TO LIGHTING

FIXTURE TYPE 3

IN SHAFT (TYP)

DN3

LIGHTING FIXTURE TYPE 3

VERTICALLY MOUNTED (TYP)

WIRING DOWN TO NEXT

LIGHTING FIXTURE (TYP)

3 UPDN 3 UPDN

120V. TO EXISTING

PANEL (TYP)

13 13

PROVIDE A TOTAL OF 22 TYPE 3 LIGHTING FIXTURES MOUNTED VERTICALLY 10FT ON

CENTER IN EACH SHAFT.

DNUP UP

3WP WPWP

PROVIDE NEW LED

VAPOR PROOF

LIGHTING IN PIT

PROVIDE NEW LED VAPOR

PROOF LIGHTING IN PIT

4 45

CONNECT TO

EXISTING HOMERUN

WIRING (TYP)

CONNECT TO EXISTING

HOMERUN WIRING

CONDUIT IN THE ELEVATOR PIT AND ELEVATOR SHAFT

SHALL BE FIBERGLASS. BOXES, PLATES AND CLAMPS SHALL

BE PVC COATED GALVANIZED STEEL. BOLTS AND SCREWS

IN THESE AREAS SHALL BE STAINLESS STEEL.

4. PROVIDE EIGHT NEW SMOKE DETECTORS, FIELD VERIFY

LOCATIONS, CONNECT TO EXISTING WIRING. REPROGRAM

THE EXISTING FIRE ALARM SYSTEM.

NEW

ELEVATOR

POWER

SUPPLY /

CONTROLLER

40 HP

MAXIMUM

G,WP G,WPPROVIDE NEW

GFCI RECEPTACLE

PROVIDE 3 - 20/1 BREAKERS AND A NEW TYPED UPDATED CIRCUIT DIRECTORY.14

EXISTING DISTRIBUTION PANEL

'EDP' 240/120V. 3Ø 4W 600 AMP

A A

EXISTING PANEL 'A'

T T

EXISTING PANEL 'B'

PROVIDE NEW ELEVATOR CAB LIGHTING DISCONNECT.15

AutoCAD SHX Text

%%U(NONSPRINKLED) KEY NOTES

AutoCAD SHX Text 1.

AutoCAD SHX Text

%%UGENERAL NOTES

AutoCAD SHX Text 2.

AutoCAD SHX Text REPLACE A TOTAL OF 8 EXISTING SMOKE DETECTORS AT MACHINE ROOM, PIT, SHAFT, AND ELEVATOR LANDINGS. ALARM ACTIVATION OF THESE DETECTORS SHALL INITIATE ELEVATOR RECALL PER AHJ.

AutoCAD SHX Text REMOVE EXISTING 200 AMP SAFETY SWITCH AND PROVIDE NEW ELEVATOR CONTROLLER DISCONNECTING MEANS. 200 AMP. 3 POLE FUSIBLE POWER MODULE SWITCH PER PLAN. AND PROVIDE CLASS J FUSES SIZED PER ELEVATOR MANUFACTURER'S RECOMMENDATIONS. BUSSMAN CATALOG NUMBER PS2T243PDTKRDFIT OR EQUIVALENT.

AutoCAD SHX Text IMPENDING TRANSFER. PROVIDE CONDUCTORS IN 1" CONDUIT TO EXISTING OUTSIDE AUTOMATIC TRANSFER SWITCH FOR WHEN ELEVATOR IS ON EMERGENCY POWER. PROVIDE AN IMPENDING TRANSFER RELAY IN EXISTING AUTOMATIC TRANSFER SWITCH. SEE ARCHITECTURAL SITE PLAN FOR LOCATION OF EXISTING AUTOMATIC TRANSFER SWITCH. PROVIDE TRENCHING AND BACKFILL.

AutoCAD SHX Text PROVIDE TELEPHONE CABLE IN 1" CONDUIT TO PUNCHDOWN BLOCK IN TELECOM ROOM. COORDINATE TERMINATION WITH ELEVATOR MANUFACTURER. PROVIDE 3/4" CONDUIT WITH ACCESS CONTROL WIRING FOR SECURTY/ACCESS CONTROL SYSTEM, VERIFY LOCATION OF CONTROL PANEL.

AutoCAD SHX Text

ELEVATOR CAR VISUAL SIGNAL.

AutoCAD SHX Text VERIFY EQUIPMENT LOCATIONS WITH ELEVATOR MANUFACTURER'S SHOP DRAWINGS PRIOR TO INSTALLATION OF EQUIPMENT.

AutoCAD SHX Text PROVIDE NEW 30-AMP ENCLOSED FUSIBLE SAFETY SWITCH. SWITCH SHALL BE FUSED PER ELEVATOR MANUFACTURER REQUIREMENTS.

AutoCAD SHX Text ELEVATOR RECALL. PROVIDE CONTROL MODULES TO INITIATE ELEVATOR RECALL PER NFPA 72.

AutoCAD SHX Text

NEW DEDICATED CAB LIGHTING CIRCUIT

AutoCAD SHX Text

EXISTING TO FIRE ALARM SYSTEM WIRING

AutoCAD SHX Text PROVIDE TEMPORARY POWER IN HOISTWAY TO FACILITATE ELEVATOR INSTALLATION PER ELEVATOR MANUFACTURER'S REQUIREMENTS.

AutoCAD SHX Text

%%UELEVATOR INTERCONNECTION SCHEMATIC

AutoCAD SHX Text

REMOVE EXISTING FEEDER, PROVIDE NEW 480V. 3 FEEDER,3 #3, 1 #3 GROUND IN 1-1/4"C.

AutoCAD SHX Text

PROVIDE BRANCH CIRCUIT WIRING, 2 #12, 1 #12 GROUND IN 3/4"C.

AutoCAD SHX Text

AutoCAD SHX Text REMOVE EXISTING 230V 3PH 30HP ELEVATOR FEEDER TO EXISTING DISTRIBUTION PANEL 'EDP', AND PROVIDE A NEW FEEDER 3 #350 KCMIL, 1 #350 KCMIL GROUND IN 3"C. IF THE NEW ELEVATOR IS 40HP, REMOVE EXISTING 200/3 CIRCUIT BREAKER IN EXISTING DISTRIBUTION PANEL 'EDP' AND PROVIDE A NEW 300/3 CIRCUIT BREAKER OR AS RECOMMENDED BY ELEVATOR MANUFACTURER.

AutoCAD SHX Text

AutoCAD SHX Text REMOVE EXISTING 230V. 3 ELEVATOR FEEDER, PROVIDEA NEW FEEDER 3 #1/0, 1 #1/0 GROUND IN 1 1/2"C.

AutoCAD SHX Text

AutoCAD SHX Text REMOVE EXISTING 230-460V. 3 DRY TYPETRANSFORMER AND PROVIDE A NEW 45 KVA 230-460V. 3 DRY TYPE TRANSFORMER.

AutoCAD SHX Text

PROVIDE 3 1/2" CONCRETE PAD.

AutoCAD SHX Text

01_WICA_G1

COV

02_WICA_G2

04_WICA_C1

05_WICA_A1

06_WICA_A2

07_WICA_A3

08_WICA_E0

10_WICA_E2

03_WICA_S1

File details come from the government source that posted it. Updated Aug 30, 2023.