WTD053700P-Plans and Drawings-29 JUL 2021-Repairs and Field Grounding System W911SG21B0005.pdf

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DESIGNED

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

7/29/21

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

0%

DES

IG

N

BID

S

ET

PROJECT LOCATION

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

7/29/21

DAVID GARCIA

D.GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

DRAWING # TITLE

WS-21386-2020-G-100-00 COVERSHEET

WS-21386-2020-I-100-01 DRAWING INDEX

WS-21386-2020-L-100-02 PROJECT LOCATION

WS-21386-2020-AD-100-03 DEMOLITION PLAN

WS-21386-2020-AD-100-04 DEMOLITION EXTERIOR

WS-21386-2020-A-100-05 NEW CONSTRUCTION

WS-21386-2020-D-100-06 SECTIONS

WS-21386-2020-M-100-07 HVAC

WS-21386-2020-P-100-08 PLUMBING PLAN

WS-21386-2020-P-100-09 SEPTIC

WS-21386-2020-A-100-10 ROOF REPAIR

WS-21386-2020-M-100-11 MECHANICAL SECTIONS

WS-21386-2020-A-100-12 FINISH SCHEDULE

WS-21386-2020-E-100-13 CATENARY MAST DETAILS FOR

AMMUNITION YARD

WS-21386-2020-E-100-14 ELECTRICAL FLOOR PLAN

VICINITY MAP

0%

DES

IG

N

BID

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

1/16" = 1'-0"

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

7/29/21

DAVID GARCIA

D.GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

0%

DES

IG

N

BID

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

1"=1'-0"

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

7/29/21

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

0%

DES

IG

N

BID

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

3/4"=1'-0"

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

7/29/21

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

0%

DES

IG

N

BID

GR

GR

SP

TR

TR

MI

P

TP

S

GR

MI

TR

SP

P

TP

S

WALLS

CEILING

DOOR

FLOOR

DESIGNED

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

1"=1'-0"

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

09/14/20

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

0%

DES

IG

N

BID

SECTION C-C

SECTION B-B

SECTION A-A

DESIGNED

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

VARIES

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

7/29/21

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

WALLS

0%

DES

IG

N

BID

PLAN VIEWS

NO SCALE

SECTION D-D

DESIGNED

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

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

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

7/29/21

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

H

VIEW-H

I

VIEW-I

0%

DES

IG

N

BID

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

1"=1'-0"

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

7/29/21

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

0%

DES

IG

N

BID

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

1/8" = 1'-0"

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

7/29/21

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

0%

DES

IG

N

BID

PLYWOOD DECK

PEA GRAVEL

4 INTER PLIES OF GLASS FELT

ASPHALT LAYER

FASTENER STAPLE

FASTENERS & PLATES

VAPOR BARRIER

PERLITE COVER BOARD

POLYISOCYANURATE

ROOF INSULATION

DESIGNED

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

3/4"=1'-0"

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

7/29/21

DAVID GARCIA

D. GARCIA

VANNESA CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

0%

DES

IG

N

BID

SECTION E-E

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

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

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

7/29/21

DAVID GARCIA

D. GARCIA

V. CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

0%

DES

IG

N

BID

21386

12" X 36" OVERALL SIGN SIZE

8" TALL NUMBERS

HELVETICA

BROWN BACKGROUND

ENGINEERING GRADE REFLECTIVE WHITE NUMBERS AND OUTLINE

DESIGNED

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

NS

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

7/29/21

DAVID GARCIA

D. GARCIA

V. CUEVAS

RAFAEL ACOSTA

SAMUEL MORRIS

GENERAL NOTES-

1. CONTRACTOR SHALL CLEAN AND PREPARE SURFACES RECEIVING A FINISH PER MANUFACTURES

INSTRUCTIONS.

2. CONTRACTOR SHALL FILL AND LEAVE SMOOTH ANY CRACKS OR HOLES IN EXISTING SURFACES IN

PREPARATION FOR PAINT FINISH.

3. CONTRACTOR SHALL PAINT INTERIOR AND EXTERIOR SURFACES WITH ONE COAT OF PRIMER AND

TWO COATS OF FINISH PER MASTER PAINTERS INSTITUTE GUIDELINES(MPI).

4. INTERIOR FINISHES SHALL BE MILDEW RESISTANT.

5. ALL SURFACES SHALL RECEIVE A FINISH AND WILL BE PROPERLY PREPARED TO AVOID SPILL OVER

TO OTHER SURFACES. CONTRACTOR SHALL APPLY EACH COAT UNIFORMLY AND THE DRY FINISH

WILL BE FREE FROM RUNS, DROPS, RIDGES, WAVES, PINHOLES OR OTHER BLEMISHES. FINISH SCHEDULE

BLDG NO. BLDG. NAME FLOOR BASE

WALLS CEILING DOOR ROOF

NOTESEXTERIOR INTERIOR HGT MATL FIN COLOR EXTERIOR GRAVEL

STOP/FACIAMATL FIN COLOR MATL FIN COLOR

21386 ASP BATHROOM C B 4 P3 A, B 3 P1 8'-0" A 3 P1 E, 2, P5 D, 1, P4 SEE MPI

TABLE

MATERIAL KEY

A GYPSUM BOARD

B CINDER BLOCK

C PORCELAIN FLOOR TILE

D ALUMINUM

E STEEL

FINISH KEY

1 EXTERIOR PAINT, GLOSS, ALKYD

2 EXTERIOR PAINT, SEMI-GLOSS, ALKYD

3 INTERIOR PAINT, SEMI-GLOSS, WATER BASED

4 EXTERIOR PAINT,FLAT, ELASTOMERIC

COLOR KEY

P1 WHITE

P2

P3

CUSTANRD (PANTONE,12-0910 TPX)

P4

BROWN (PANTONE 16-1221 TPX)

P5

DARK BROWN (PANTONE 18-1027 TPX)

ACCENT COLOR

REQUIRED BUILDING SIGNAGE

MASTER PAINTERS INSTITUTE(MPI)#

DESCRIPTION PRIMER INTERMEDIATE TOPCOAT

EXTERIOR WALL PER

MANUFACTURER 113 113

GRAVEL STOP/FASCIA 95 8 8

INTERIOR MANSORY WALL 153 153 153

INTERIOR GYPSUM 50 153 153

DOOR AND FRAME 23 94 94

0%

DES

IG

N

BID

S

ET

1 07-29 MATERIAL KEY, ITEM C UPDATED D.G.

1.

GROUND ROD PER PLAN

CADWELD TYPE

"BY" MOLD

GROUND FOR PLAN

GROUND TEST WELL

12" X 22" X 24"

C

GROUND ROD TEST WELL

NO SCALEB

LIGHTNING MAST DETAIL-85 FT.

NO SCALE

ELEVATION

H

LIGHTNING MAST FOUNDATION

NO SCALE

J

LIGHTNING MAST GUY ANCHOR

NO SCALE

I

LIGHTNING MAST GROUNDING

NO SCALE

F

LIGHTNING MAST FOUNDATION

NO SCALE

E

LIGHTNING MAST CONDUCTOR/GUY

NO SCALE

A

LIGHTNING MAST DETAIL-2

NO SCALE

G

LIGHTNING MAST FOUNDATION

NO SCALE

PLAN

U BOLT

SECTION A

SECTION B

CONCRETE FOUNDATIONNON-SHRINK

CEMENT GROUT

PLAN

TYPICAL GUY ELEVATION

MAST SPLICE DETAIL

TYPICAL SECTION

MAST FOUNDATION

PLANSECTION A

LIGHTNING

MAST

ANCHOR

BOLT (TYP)

CONCRETE

FOUNDATION

NO. 3

AT 12 CLO (TYP)

2" CLR (TYP)

4 HOLE3" CLR (TYP)

ANCHOR

BOLT (TYP)

LIGHTNING

MAST

3/4" CHAMFER

(CONT)

FOUNDATION

ELEVATION

ANCHOR

BOLT (TYP)

30 1/2" DIA

BOLT CIRCLE

30"R (TYP)

NO1/0 AWG BARE

STRANDED COPPER

CABLE (TYP)

45 DEGREES

GROUND ROD

PIT (TYP)

3" CLR (TYP)

CONCRETE

4" 3" CLR

CONCRETE

FOUNDATION

AT 12" OC (TYP)

AT 6" OC (TYP)

NO 4 AT

FINISHED

GRADE

LIGHTNING

MAST

FINISHEDGRADE

CONCRETE MAST

FOUNDATION

OVERHEAD GROUND

CONDUCTOR

GALVANIZED STEEL

LIGHTNING MAST

CONCRETE

OUT ANCHOR

1-3/4" ASTM

A36 STEEL

BACK PLATE

17'-0"

12'-0"

12'-0"

12'-0"

12'-0"

BASE PLATE 1-3/4"

GALVANIZED

STEEL MAST

2'-7-1/2" 2'-7-1/2"

7' -1

0" (T

Y P)

11'-0"

ELEVATION

ONLY HEAVY HEX NUTS (TYP)

ONE GALV HEAVY WASHER AND

FISHED GRADE

2-HOLE

2' -6

LAP

2'

STANDARD

POLE CAP

AIR TERMINAL-MULT

POINT

STEEL COLLAR

AS REQUIRED

PLUS WELD

(TYP AT 90 )

O

GRADE A ANCHOR BOLT WITH

18"2" 2"

12"

10"

8"

6"

4"

NO. 4 VENT

FINISHED

GRADE

5' -0

4"

4" 6'

-2

6'-2"4"

TY

P)

JOINT OVERLAP SCHEDULE

JOINT LAP

4" TO 6"

6" TO 8"

8" TO 10"

10" TO 12" 24"

24" 21" 18"

MAST PIPE SCHEDULE

JOINT LAP

4" 6" 8"

10" 12" 0.375

0.345 0.300 0.438

STD. WIT

ASTM A307

AT 12 CLO (TYP)

3/4"X 14"X11" GALV

U-BOLT. WELD BOLT

TO 2-NO 03

HAMMER #10PS STEEL

WELL COVER

DESIGNED

CHIEF, ENGINEERING DIVISION

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

WS-21386-2021-W-13

BUILDING 21386

CATENARY MAST DETAILS

FOR AMMUNITION YARD

GENERAL NOTES

SLIP-JOINT DESIGN SHALL MEET THE FOLLOWING REQUIREMENTS:

1) ENSURE OVERALL STRUCTURAL INTEGRITY OF THE MAST.

2) INCLUDE A FIELD ASSEMBLY REQUIREMENT TO ENSURE A SNUG FIT,

SO THAT JOINTS OF THE MAST WILL NOT LOOSEN WHEN SUBJECTED

TO VIBRATION MODES CAUSED BY WIND OR OTHER MEANS AFTER

ERECTION.

3) BE COMPATIBLE WITH FIELD ERECTION REQUIREMENTS TO FACILITATE

EASE OF INSTALLATION AT THE SITE.

4) HAVE GOOD METAL-TO-METAL CONTACT, SO THAT ELECTRICAL

CONDUCTIVITY SHALL BE EQUAL TO OR BETTER THAN THE PARENT

METAL.

A RING SHALL BE DESIGNATED THE PRIMARY GROUND. IT SHALL BE

INSTALLED NOT LESS THAN 3 FT (914 MM) BEYOND THE FIRST (INNER OR

SECONDARY) GROUND RING AND THE TWO GROUND RINGS SHALL BE BONDED

TOGETHER IN AT LEAST TWO LOCATIONS.

THE CATENARY MAST SHALL BE TESTED. THE FIRST TEST IS THE EARTH

ELECTRODE GROUND RESISTANCE-TO-EARTH READINGS SHALL BE 25 OHMS

OR LESS. CORRECTIVE ACTION SHALL BE INITIATED WHEN THE THRESHOLD

RESISTANCE (25 OHMS) IS EXCEEDED UNLESS IT IS NOT FEASIBLE TO MEET

THE THRESHOLD RESISTANCE CRITERION. THE SECOND TEST IS THE

RESISTANCE OF OF THE BONDING SHALL NOT EXCEED 1 OHM. LARGER

READINGS REQUIRE TIGHTENING OR RE-SECURING THE BONDS.

12/02/20 ANSI D

13 14

CESAR M. LIMON

CML

VANESSA CUEVAS

RAFAEL ACOSTA

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LIGHTNING PROTECTION AND GROUNDING FOR TRUCKS - BUILDINGS WITH

EXISTING LIGHTNING PROTECTION SYSTEMS (LPS) AND GROUNDING FOR

TRUCKS.

1.) CONTRACTOR SHALL REMOVE EXISTING LIGHTING PROTECTION SYSTEM

AND GROUNDING FOR TRUCKS TO ALLOW FOR THE NEW CONSTRUCTION.

2.) CONTRACTOR SHALL SUPPLY AND INSTALL A NEW LIGHTNING

PROTECTION SYSTEM (CATENARY) AND GROUNDING FOR TRUCKS

REPLACING THE REMOVED EXISTING SYSTEM THAT COMPLIES WITH NFPA

70, NFPA 780 AND UL 96. SUBMIT INSTALLATION SHOP DRAWINGS FOR THE

OVERALL LIGHTNING PROTECTION SYSTEM (CATENARY) AND GROUNDING

FOR TRUCKS. INCLUDE ON THE DRAWINGS THE PHYSICAL LAYOUT OF THE

EQUIPMENT (PLAN VIEW AND ELEVATIONS), MOUNTING DETAILS,

RELATIONSHIP TO OTHER PARTS OF THE WORK, AND WIRING DIAGRAMS.

SUBMIT DETAIL DRAWINGS FOR EACH MAJOR COMPONENT INCLUDING

MANUFACTURER'S DESCRIPTIVE AND TECHNICAL LITERATURE, CATALOG

CUTS, AND INSTALLATION INSTRUCTIONS. TEST THE LIGHTNING

PROTECTION AND GROUNDING SYSTEM TO ENSURE CONTINUITY IS NOT IN

EXCESS OF 1 OHM AND THAT RESISTANCE TO GROUND IS NOT IN EXCESS

OF 25 OHMS. PROVIDE DOCUMENTATION FOR THE MEASURED VALUES AT

EACH TEST POINT.

3.) FOR THE BONDING (CONTINUITY TEST) CONTRACTOR SHALL FOLLOW

DEPARTMENT OF THE ARMY PAMPHLET 385-64 PAGE 280 AND 281 UNDER

D-3.

DATE

APPROVED

RECOMMENDED

BRANCH CHIEF

SUBMITTED

PROJECT MANAGER

CHECKED

DRAWN BY

NO. DATE

DRAWING NUMBER

SCALE

SHEET OF

SHEET

DESCRIPTION

REVISIONS

APPROVEDBY

SHEET SIZE

WHITE SANDS MISSILE RANGE, NEW MEXICO

DIRECTORATE OF PUBLIC WORKS

ENGINEERING SERVICES DIVISION

DRAWING TITLE

WS-21386-2021-E-FP-14

BUILDING 21386

ELECTRICAL FLOOR PLAN

BATHROOM ELECTRICAL PLAN

12/02/20 ANSI D

14 14

CESAR M. LIMON

CML

VANESSA CUEVAS

RAFAEL ACOSTA

MATERIAL PRODUCT TRADENAME MODELNUMBERMATERIALPRODUCTTRADENAMEMODELNUMBER

MATERIALMODELNUM

BER

TRADENAM

E

PRODUCT

ELECTRICAL LEGEND

KEY NOTES:

INSTALL LED 120 VOLT- 64 WATT-3000 LUMEN

LIGHT FLAT SQUARE PANEL W/EMERGENCY

BATTERY BACKUP WITH EXTERNALLY VISIBLE

CHARGE AND BATTERY STATUS INDICATORS

SURFACE MOUNTED(2 EA.).

ONE SINGLE POLE CIRCUIT BREAKER OF 15

15 AMPS

SHALL BE FOR THE LIGHTS AND EMERGENCY

LIGHTS AS SHOWN IN THE NEW PANEL CIRCUIT

#4.

INSTALL LED 120 VOLT- 64 WATT-3000 LUMEN LIGHT

FLAT SQUARE PANEL SURFACE MOUNTED(3 EA).

INSTALL VACANCY SENSOR SWITCH WITH DUAL

SENSING TECHNOLOGY (1 EA.) FOR LED LIGHT

LISTED IN KEY NOTE 2.

INSTALL 1 WALL MOUNTED HEAVY DUTY FUSE

DISCONNECT SWITCHES NEMA 3R, 30 AMP,

240 VOLT, 2 POLE, WITH 2-20 AMP DUAL ELEMENT

TIME DELAY FUSES (2 TOTAL)

AND ULTRA-WHIP LIQUID TIGHT FLEXIBLE

1/2" CONDUIT FOR OUTSIDE SPLIT UNIT

INSTALL 1 WALL MOUNTED HEAVY DUTY FUSE

DISCONNECT SWITCHES NEMA 3R, 100 AMP,

240 VOLT, 2 POLE, WITH 2-50 AMP DUAL ELEMENT

TIME DELAY FUSES (2 TOTAL) TO INCLUDE

INSTALLING OVERHEAD ENTRANCE CAP AND 6" X 6"

X 4" NEMA 3R AND RUN #8 AWG WIRE (NEUTRAL IS

THE SAME SIZE AND #10 GROUND WIRE) AND 3/4"

CONDUIT FROM THE DROP SERVICE TO NEW

SINGLE PHASE PANEL. USE EXISTING SERVICE

CONDUCTOR OF SECONDARY POLE MOUNT

TRANSFORMER AND TERMINATE TO FUSE

DISCONNECT SWITCH.

INSTALL 120 VOLT, GFCI RECEPTACLES

(3 TOTAL) .

INSTALL 1 ADDRESSABLE 120 VOLT SMOKE

DETECTOR WITH STROBE.

REMOVE PANEL FROM EXISTING LOCATION AND

INSTALL NEW PANEL WITH 20 CIRCUIT, SURFACE

MOUNTED NEMA 1 AT NEW LOCATION, SINGLE

PHASE , 240 VOLT, COPPER BUSS, MAIN BREAKER,

ALL BREAKERS SHALL BE BOLT ON. NEW

WIRING TO ALL THE CIRCUITS TO THE NEW PANEL.

INSTALL A WALL MOUNT 100 W LED BARN LIGHT-DLC

LISTED WITH MOUNTING ARM 1500LM DUSK TO

DAWN LED OUTDOOR SECURITY LIGHT WITH

PHOTOCELL AREA LIGHT 5000K DAYLIGHT LED

YARD LIGHT BRIGHTEST WATERPROOF (1 EA.).

INSTALL BY SURFACE MOUNTING ON CEILING A

EXHAUST FAN/LIGHT WITH 1-OCCUPANCY SENSOR.

NOTES:

ALL ELECTRICAL INSTALLATION SHALL BE INSTALLED IN

ACCORDANCE WITH THE NEC 2020 ARTICLE 100, 110, 200, 210, 240, 250,

300, 310, 410, and 440. ALL NEW CONDUIT SHALL BE RIGID FOR ALL THE

CIRCUITS LISTED FOR THE NEW DISTRIBUTION PANEL SCHEDULE.

CONDUIT SHALL BE SURFACE MOUNTED OR INSIDE WALLS, ABOVE

CEILING. CONCEAL MOST OF THE CONDUIT ABOVE AND BELOW

CEILINGS WHEREVER POSSIBLE AND TIGHTEN ALL CONDUIT SECURE.

EXPOSURE OF CONDUIT IS ALLOWED IN AREAS WHERE IS OPEN CEILING

OR CMU WALLS. SEAL ALL PENETRATIONS AND IF NECESSARY APPLY

PAINT AS NEEDED WHERE AREAS ARE SCRATCHED ON THE WALL

RESULTING FROM THE WORK THAT IS BEING PERFORMED. ALL NEW

CONDUCTORS SHALL BE 600 VOLT, THHN, AND COPPER STRANDED FOR

ALL THE CIRCUITS TO INCLUDE NEUTRALS, AND GROUNDS. ALL

GROUNDS FOR EQUIPMENT,BONDING, AND NEUTRALS IS SIZED

ACCORDING TO NEC 2020 ARTICLE 250. EMERGENCY LIGHTING SHALL BE

ACCOMPLISHED IN ACCORDANCE WITH THE REQUIREMENTS UNDER

NFPA 101 CHAPTER 40 PARAGRAPH 40.2.9.

CIRCUIT # DEVICE CIRCUIT

BREAKER POLES WIRE

SIZE

EQUIPMENT

GROUND

WIRE

CONDUIT

SIZE

1 BATHROOM

EXHAUST FAN 20 1 12 12 0'-0 1/2"

3 AC SPLIT UNIT 15 2 14 14 0'-0 1/2"

GFCI

RECPTACLES

BATHROOM

15 1 14 14 0'-0 1/2"

BATHROOM

/EMERGENCY

LIGHTING

15 / 15 1 14 14 0'-0 1/2"

SMOKE

DETECTOR FOR

BATHROOM

15 1 14 14 0'-0 1/2"

7 LED DUSK TO

DAWN LIGHT

15 1 14 14 0'-0 1/2"

8 ELECTRIC WATER

HEATER 30 2 10 10 0'-0 1/2"

9 ELECTRIC HEATER 20 1 12 12 0'-0 1/2"

NEW PANEL SCHEDULE

7.2 KV/120-208V

10 KVA

POLE MOUNT

TRANSFORMER

6a

3a

3a

6 6a

0%

DES

IG

N

BID

Sheets and Views
00 WTD053700P R3 - COVER PAGE
01 WTD053700P R3 - DRAWING INDEX
02 WTD053700P R3 - PROJECT LOCATION
03 WTD053700P R3 - DEMOLITION PLAN
04 WTD053700P R3 - DEMO EXTERIOR
05 WTD053700P R3 - NEW CONSTRUCTION
06 WTD053700P R3 - SECTIONS
07 WTD053700P R3 - HVAC
08 WTD053700P R3 - PLUMBING PLAN
09 WTD053700P R3 - SEPTIC
10 WTD053700P R3 - ROOF REPAIR
11 WTD053700P R3 - MECHANICAL SECTIONS
12 WTD053700P R3 - FINISH SCHEDULE
13 Lightning Protection Mast_21386 - Floor Layout
14 Lightning Protection Mast_21386 - Floor Layout (2)

File details come from the government source that posted it. Updated .