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
0%
DES
IG
N
BID
S
ET
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 .