Drawings Boiler Replacement_Part1.pdf
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- Solicitation number
- 36C25921R0071
About this file
This solicitation notice is for a coal boiler replacement and plant improvements project at a Veterans Affairs medical center. The contractor shall provide all necessary materials, labor, tools, equipment, and supervision to replace coal boilers in building 90 and conduct related work. The project value is between $1 million and $5 million. The solicitation number is 36C25921R0071 and will be set aside 100% for Service-Disabled Veteran-Owned Small Businesses. The point of contact is Joseph Wingfield of the Veterans Affairs Healthcare System in Sheridan, Wyoming. Offerors must be verified and listed in the Vendor Information Pages database to be considered eligible for award. The work will be performed at the Sheridan Veterans Affairs Medical Center for the Veterans Integrated Service Network 19 of the Department of Veterans Affairs.
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RENDERED IMAGEAREA OF WORK SHEET INDEX
SHERIDAN VA MEDICAL CENTER
SHERIDAN, WY
VAMC PROJECT #: 666-18-114
BUILDING 90 REPLACE COAL BOILERS DESIGN
North
VEG 20.07
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10
Project Director
Issued: Date:
750 W HAMPDEN AVE
SUITE #300
ENGLEWOOD CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
666-18-114
VAMC SHERIDAN, WYOMING
CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION
DOCUMENTS
BUILDING 90 REPLACE COAL
BOILERS DESIGN
01/15/2021 DD RT
GI001
COVER SHEET
BLDG. 90
BOILER PLANT
BLDG. 90
BOILER PLANT
North
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
Valhalla Engineer 5 Snapshot
O
O
O
O
O O
O O
O O
O
O
O
01/15/2020 BRD DJD
C-001
CIVIL GENERAL NOTES
VEG 20.07
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10
Project Director
Issued: Date:
750 W HAMPDEN AVE
SUITE #300
ENGLEWOOD CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
666-18-114
VAMC SHERIDAN, WYOMING
CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION
DOCUMENTS
BUILDING 90 REPLACE COAL
BOILERS DESIGN
N NORTH
NA NOT APPLICABLE
NAT NATURAL
NATL NATIONAL
NBC NATIONAL BUILDING CODE
NE NOT EXCEEDING
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NORM NORMAL
NRCP NON-REINFORCED CONCRETE PIPE
NTP NOTICE TO PROCEED
NTS NOT TO SCALE
OC ON CENTER
OFD OVERFLOW DRAIN
OPNG OPENING
OZ OUNCE
P PUMP
PA PIPE ANCHOR
PB PULL BOX
PC POINT OF CURVE
PCA PORTLAND CEMENT ASSOCIATION
PCC PRECAST CONCRETE
PCCP CONCRETE PAVEMENT
PCT PERCENT
PED PEDESTAL
PEN PENETRATE
PERF PERFORATED
PERIM PERIMETER
PERM PERMANENT
PERP PERPENDICULAR
PG PRESSURE GAGE OR PROFILE GRADE
PH PHASE
PHWR PRIMARY HOT WATER RETURN
PHWS PRIMARY HOT WATER SUPPLY
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
PL PROPERTY LINE
PLAS PLASTIC OR PLASTER
PMPSCT PUMP SUCTION
PN PART NUMBER
PNEU PNEUMATIC
PO POST OFFICE OR PURCHASE ORDER
POLY POLYETHYLENE (PLASTIC)
PORT PORTABLE
POTW POTABLE WATER
POW LN POWER LINE
PP POLYPROPYLENE (PLASTIC)
PR PUMPED RETURN
PRCST PRECAST
PREFMD PREFORMED
PRELIM PRELIMINARY
PREP PREPARATION
PROP PROPERTY
PRV PRESSURE REGULATOR VALVE OR
PRESSURE RELIEF VALVE
PS CONC PRESTRESSED CONCRETE
PSI POUNDS PER SQUARE INCH
PSL PIPE SLEEVE
PT POST-TENSIONED
PT CONC POST-TENSIONED CONCRETE
PTRV PRESSURE TEMPERATURE RELIEF VALVE
PV PAVED
PVC POLYVINYL CHLORIDE (PLASTIC)
QTR QUARTER
QTY QUANTITY
QUAD QUADRANT
QUAL QUALITY
R RADIUS OR RANGE
RAD RADIAN
RC REINFORCED CONCRETE
RCB REINFORCED CONCRETE BOX
RCCP REINFORCED CONCRETE CULVERT PIPE
RCP REINFORCED CONCRETE PIPE
RD ROAD OR ROOF DRAIN
RDC REDUCER
REP REPAIR
REPL REPLACE
REQ REQUIRE
REQD REQUIRED
RESIL RESILIENT
RFI REQUEST FOR INFORMATION
RFP REQUEST FOR PROPOSAL
ROW RIGHT OF WAY
RT RIGHT
RV RELIEF VALVE
RW ROADWAY
RWL RAIN WATER LEADER
RWR RECESSED WASTE RECEPTACLE
SAMP SAMPLE
SAN SANITARY
SB SPLASH BLOCK
SCHED SCHEDULE
SCP SCUPPER
SD STORM DRAIN
SDL SADDLE
SDMH STORM DRAIN MANHOLE
SECT SECTION
SEG SEGMENT
ABAN ABANDON
ABBRV ABBREVIATION
ABC AGGREGATE BASE COURSE
AC ASPHALTIC CONCRETE
ACP ASPHALTIC CONCRETE PAVING
ADA AMERICANS WITH DISABILITIES ACT
AGGR AGGREGATE
ALT ALTERNATE OR ALTITUDE
AMT AMOUNT
APPROX APPROXIMATE
ASB ASBESTOS
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION
ASPH ASPHALT
ASSY ASSEMBLY
AVE AVENUE
AWWA AMERICAN WATER WORKS ASSOCIATION
B&F BELL AND FLANGE
B&S BELL AND SPIGOT
BC BACK OF CURB
BCV BUTTERFLY CHECK VALVE
BDRY BOUNDARY
BFP BACKFLOW PREVENTER
BFV BUTTERFLY VALVE
BITUM BITUMINOUS
BL BASE LINE
BLDG BUILDING
BLT BUILT
BLVD BOULEVARD
BM BEAM OR BENCHMARK
BN BULLNOSE
BRG BEARING
BSTR BOOSTER
BV BALL VALVE
BW BOTH WAYS
BWG BIRMINGHAM WIRE GAUGE
CAP CAPACITY
CB CATCH BASIN OR CEMENT BASE
CD CONSTRUCTION DOCUMENTS OR CONTRACT
DOCUMENTS
CDW CHILLED DRINKING WATER
CDWR CHILLED DRINKING WATER RETURN
CDWS CHILLED DRINKING WATER SUPPLY
CEM CEMENT OR CEMETERY
CF CONTRACTOR FURNISHED
CFS CUBIC FEET PER SECOND
CHFR CHAMFER
CHK CHECK
CHKV CHECK VALVE
CI CAST IRON OR CURB INLET
CIP CAST-IN-PLACE OR CAST IRON PIPE
CJ CONSTRUCTION JOINT OR CONTROL JOINT
CL CENTER LINE, CLASS, OR CLOSE
CLL CONTRACT LIMIT LINE
CLOS CLOSURE
CMP CORRUGATED METAL PIPE
CND CONDUIT
CNDS CONDENSATE
CO CERTIFICATE OF OCCUPANCY, CLEANOUT,
COMPANY, OR CUTOUT
CONC CONCENTRIC OR CONCRETE
CONSTR CONSTRUCTION
CONSULT CONSULTANT
CONTR CONTRACT OR CONTRACTOR
COORD COORDINATE
COR CONTRACTING OFFICER'S REPRESENTATIVE
COTG CLEANOUT TO GRADE
COV COVER OR CUT OFF VALVE
COV PL COVER PLATE
CPLG COUPLING
CPP CORRUGATED PLASTIC PIPE
CRP CONDENSATE RETURN PUMP
CRT YD COURTYARD
CSB CONCRETE SPLASH BLOCK
CSI CONSTRUCTION SPECIFICATIONS INSTITUTE
CSP CONCRETE SEWER PIPE
CSTL CAST STEEL
CU COPPER OR CUBIC
CU FT CUBIC FEET
CU IN CUBIC INCH
CU YD CUBIC YARD
CV CONTROL VALVE
CW CLOCKWISE
DA DRAINAGE AREA
DAT DATUM
D-B DESIGN-BUILD
DBA UNIT OF SOUND LEVEL
DEG DEGREE
DEL DELETE
DEMO DEMOLITION
DEPT DEPARTMENT
DET DETAIL
DEV DEVELOPMENT
DHW DOMESTIC HOT WATER
DI DROP INLET
DIA DIAMETER
DIFF DIFFERENCE OR DIFFERENTIAL
DIM DIMENSION
DIP DUCTILE IRON PIPE
DOM DOMESTIC
DR DRAIN OR DRIVE
DS DOWNSPOUT
DSBL DISABLE
DW DOMESTIC WATER
DWG DRAWING
DWR DOMESTIC WATER RETURN OR DRAWER
DWS DOMESTIC WATER SUPPLY
SEP TNK SEPTIC TANK
SF SQUARE FOOT (FEET)
SJ SCORED JOINT
SLV SLEEVE
SM SILTY SAND
SMH STEAM MANHOLE
SMP SUMP PUMP
SOV SHUT OFF VALVE
SP STANDPIPE OR SUMP PIT
SP EL SPOT ELEVATION
SPEC SPECIFICATION
SPKLR SPRINKLER
SPLY SUPPLY
SPR SPRINKLER LINE
SQ SQUARE
SQ IN SQUARE INCH
SQ YD SQUARE YARD
SR STEAM RETURN
SS SANITARY SEWER, STEAM SUPPLY, OR
STORM SEWER
SSP STAINLESS STEEL PIPE
SST STAINLESS STEEL
ST STREET OR STORM DRAIN
ST W STORM WATER
STA STATION
STD STANDARD
STM STEAM
SURV SURVEY
SUTK SUMP TANK
SW SIDEWALK
SWG SEWAGE
SWR SEWER
SYM SYMBOL
T&M TIME AND MATERIALS
TAN TANGENT
TBM TEMPORARY BENCHMARK
TB-XX TEST BORING-XX (E.G., TB-01)
TCP TRAFFIC CONTROL PLAN
TD TRENCH DRAIN
TE TOP ELEVATION
TEMP TEMPORARY
THK THICKNESS
THRU THROUGH
TMH TOP OF MANHOLE
TN TRUE NORTH
TNL TUNNEL
TO TOP OF ___
TO FDN TOP OF FOUNDATION
TOB TOP OF BEAM
TOC TOP OF CONCRETE OR TOP OF CURB
TOC FTG TOP OF CONCRETE FOOTING
TOC WALL TOP OF CONCRETE WALL
TOF TOP OF FOOTING
TOP TOP OF PAVEMENT
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TR TOP OF RIM
TWR TREATED WATER RETURN
TWS TREATED WATER SUPPLY
TYP TYPICAL
UFC UNIFORM FIRE CODE
UGND UNDERGROUND
UON UNLESS OTHERWISE NOTED
UP UTILITY POLE
UPS UNINTERRUPTIBLE POWER SUPPLY
UTIL UTILITY
VA VETERAN AFFAIRS
VAR VARIES
VHA VETERANS HEALTH ADMINISTRATION
VB VALVE BOX
VC VERTICAL CURVE
VCO VACUUM CLEANER OUTLET
VCT VITRIFIED CLAY TILE VINYL COMPOSITION
TILE
VERT VERTICAL
VIC VICINITY
VIF VERIFY IN FIELD
VOL VOLUME
W WASTE, WEST, OR WIDE
W/ WITH
W/O WITHOUT
WI WROUGHT IRON
WL WATER LINE
WM WATER METER WIRE MESH
WM WIRE MESH WATER METER
WO WORK ORDER
WP WATER PUMP
WT WATER TABLE
WT EL WATER ELEVATION
WTR WATER
WW WASTE WATER
XFMR TRANSFORMER
EC EDGE OF CURB
EJ EXPANSION JOINT
EL EASEMENT LINE OR ELEVATION
ENGR ENGINEER
EOS EDGE OF SLAB
EP EDGE OF PAVEMENT (PAVING)
EPA ENVIRONMENTAL PROTECTION AGENCY
EPT EXTERNAL PIPE THREAD
EQ EQUAL
EQL SP EQUALLY SPACED
ERD EXISTING ROOF DRAIN
ESMT EASEMENT
EST ESTIMATE
EXIST EXISTING
EXP EXPANSION
EXST GR EXISTING GRADE
EXT EXTERIOR
EXT GR EXTERIOR GRADE
F FAHRENHEIT, FEMALE, FIRE LINE
F METER FLOWMETER
FD FLOOR DRAIN
FF EL FINISH FLOOR ELEVATION
FH FIRE HYDRANT
FIL FILLET
FIN FINISH
FLG FLANGE
FLRD FLARED
FLTR FILTER
FLUOR FLUORESCENT
FN FENCE
FOC FACE OF CURB
FP FIRE PROTECTION OR FLAGPOLE
FPM FEET PER MINUTE
FPS FEET PER SECOND
FPW FIRE PROTECTION WATER SUPPLY
FSP FIRE STANDPIPE
FSS FLOW SENSING SWITCH
FT FEET OR FOOT
FTG FOOTING
FW FLOOD WALL
G GROUND OR NATURAL GAS
G LN GAS LINE
GA GAGE
GAL GALLON
GC GENERAL CONTRACTOR
GCO GRADE CLEANOUT
GDR GUARD RAIL
GI GALVANIZED IRON
GIP GALVANIZED IRON PIPE
GL GROUND LEVEL
GPD GALLONS PER DAY
GTV GATE VALVE
GUT GUTTER
H&CW HOT AND COLD WATER
HAZ MAT HAZARDOUS MATERIALS
HB HOSE BIBB
HDPE HIGH DENSITY POLYETHYLENE
HNDRL HANDRAIL
HP HIGH PRESSURE
HV HOSE VALVE
HYD HYDRANT
HYDR HYDRAULIC
ID INSIDE DIAMETER OR INSIDE DIMENSION
IMH INLET MANHOLE
INCL INCLUDED
INCR INCREMENT
INSTL INSTALL
INV INVERT
INV EL INVERT ELEVATION
IP IRON PIPE
IPS IRON PIPE SIZE
IPT IRON PIPE THREADED
IW IRRIGATION WATER
L ANGLE
LAT LATITUDE
LF LINEAR FEET (FOOT)
LIN LINEAR
LNG LONGITUDE
LOC LOCATION
LONG LONGITUDINAL
LOS LINE OF SIGHT
LP LIQUID PROPANE
LPA LIQUID PROPANE AIR MIXTURE
LPT LOW POINT
LS LUMP SUM
LT LIGHT
LTG LIGHTING
MAINT MAINTENANCE
MAX MAXIMUM
MED MEDIUM
MER MERIDIAN
MFD MANUFACTURED
MFG MANUFACTURING
MGT MANAGEMENT
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
ML MATERIALS LIST
MN MAGNETIC NORTH
MOD MODEL OR MODIFY
MON MONUMENT
MTG MEETING
MULT MULTIPLE
MUNIC MUNICIPAL
SITE ABBREVIATIONS
SCALE: 1" = 30'
0 15' 30' 60' 90' 120'7'-6"
VICINITY MAP
Pl an
N or th
True North
GENERAL
1. REFERENCES WITHIN THIS DRAWING SET TO PHASE 3 ARE REFERRING TO THE SHERIDAN
VAMC BOILER UPGRADE PHASE 3 (PROJECT NUMBER 666-16-117). COORDINATE WITH
PHASE 3 DRAWINGS AND VHA COR FOR ADDITIONAL PROJECT REQUIREMENTS.
2. ALL QUANTITIES ARE CONSIDERED APPROXIMATE AND ARE FOR ESTIMATING PURPOSES
ONLY.
3. THE CONTRACTOR SHALL INCLUDE ALL MATERIALS, TOOLS, EQUIPMENT, LABOR AND
APPURTENANT ITEMS TO COMPLETE THE WORK WITHIN THE BID PRICE.
4. THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SITE PRIOR TO BIDDING AND
CONSTRUCTION.
EXISTING UTILITIES
1. UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE BASED ON RECORDS
OF VETERANS AFFAIRS. ALL UTILITY LOCATIONS ARE SUBJECT TO THE ACCURACY OF THE
LOCATION METHOD AND ARE SUBJECT TO RELOCATION FROM THE TIME THAT THE
DRAWINGS WERE PREPARED. NO EXCAVATION WAS PERFORMED.
2. THE CONTRACTOR MUST NOTIFY THE VHA COR OF ALL UTILITIES ENCOUNTERED DURING
CONSTRUCTION AND MUST NOT BACKFILL UNTIL THE CONTRACTOR HAS MADE RECORD
OF ITS TYPE, SIZE AND LOCATION.
3. CONTRACTOR MUST CONTACT THE ENGINEERING DIVISION OF VETERANS AFFAIRS
AND/OR APPROVED THIRD PARTY FOR ANY NEEDED LOCATES.
ENVIRONMENTAL
1. WORK SITE AND EXCAVATIONS GENERAL CONTRACTOR IS RESPONSIBLE FOR
INSTALLING TEMPORARY ENVIRONMENTAL CONTROLS AROUND EXCAVATED AREAS
AND SOIL STOCK PILES TO ENSURE THAT RUNOFF IS CONTROLLED.
2. ALL DISTURBED AREAS MUST BE RECLAIMED WITH VIABLE TOPSOIL PER SECTION
2.3 PLANTING SOILS IN 32 90 00 PLANTING SPECIFICATION PRIOR TO THE
PLACEMENT OF SEED.
3. WDEQ CONSTRUCTION PERMIT REQUIREMENTS: "THE SMALL CONSTRUCTION
GENERAL PERMIT (SCGP) COVERS STORM WATER DISCHARGES FROM
CONSTRUCTION ACTIVITIES THAT DISTURB AT LEAST ON ACRE, BUT LESS THAN FIVE
ACRES. SMALL CONSTRUCTION ACTIVITIES ALSO INCLUDE DISTURBANCES OF LESS
THAN 1 ACRE WHEN THAT DISTURBANCE IS PART OF A LARGER COMMON PLAN OF
DEVELOPMENT OR SALE THAT WILL ULTIMATELY DISTURB BETWEEN ONE AND FIVE
ACRES."
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF W
ORKLIMIT OF W
ORK
LOCATION OF
CONSTRUCTION
TRAILER
BUILDING 90
01/15/2020 BRD DJD
CD101
CIVIL DEMOLITION PLAN
VEG 20.07
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10
Project Director
Issued: Date:
750 W HAMPDEN AVE
SUITE #300
ENGLEWOOD CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
666-18-114
VAMC SHERIDAN, WYOMING
CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION
DOCUMENTS
BUILDING 90 REPLACE COAL
BOILERS DESIGN
SCALE:
1" = 10' 5' 10' 20' 30' 40'2'-6"
CIVIL DEMOLITION PLAN
Pl an
N or th
True North
GENERAL NOTES
1. REFERENCE PHASE PHASE 3 PLANS FOR LIMIT OF EXISTING LANDSCAPE
TO BE REMOVED.
2. SAW-CUT AND REMOVE EXISTING CONCRETE AND EXCAVATE AS
REQUIRED TO BURY PROPANE TANK FOOTER AND SUPPORTS.
REFERENCE PROPANE TANK MANUFACTURERS' SPECIFICATION FOR
DIMENSIONS.
3. EXCAVATE AS REQUIRED TO BURY PROPANE TANK FOOTER AND
SUPPORTS. REFERENCE PROPANE TANK MANUFACTURERS
SPECIFICATIONS AND DETAILS ON CS501.
4. EXCAVATION FOR BURIED LPA LINE REFER TO CS101.
5. NOT USED.
6. CONFIRM LOCATION OF EXISTING BURIED UTILITIES.
7. REFERENCE PHASE 3 PLANS FOR LIMIT OF EXISTING FENCE TO BE
REMOVED.
8. REMOVE BOLLARD AND CONCRETE FOUNDATION.
LEGEND
XKEYNOTES
LEGEND
CONCRETE SAW-CUT LINE
UTILITY TRENCH TRENCHING
FOOTING EXCAVATION
EXISTING LINE TYPE
EXISTING SANITARY STORM LINE
EXISTING NATURAL GAS LINE
EXISTING UNDERGROUND
ELECTRIC
EXISTING FENCE LINE
EXISTING RETAINING WALL
LIMIT OF EXISTING DRIVE
A. REFERENCE NOTES UNDER EXISTING UTILITIES ON SHEET C-001.
B. UTILITY DISRUPTION WILL BE IN ACCORDANCE WITH SPECIFICATIONS 01 00
00 GENERAL REQUIREMENT AND THE VHA COR.
C. DEMOLITION SHALL BE IN ACCORDANCE WITH SECTION 02 41 00.
D. EXCAVATION AND BACKFILL WILL BE IN ACCORDANCE WITH 31 20 00
EARTHWORK.
EXISTING
COAL PIT
BUILDING 90
EXISTING
DRIVE
AutoCAD SHX Text M
O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O
O
O
O
O
O
O
O
O
O
LPA
LPA
LPA
LPA
LPA
LPA
LPA
LPA
LPA
LP
LP
LP
LP LP
LP
LP
01/15/2020 BRD DJD
CS101
CIVIL SITE PLAN
VEG 20.07
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10
Project Director
Issued: Date:
750 W HAMPDEN AVE
SUITE #300
ENGLEWOOD CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
666-18-114
VAMC SHERIDAN, WYOMING
CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION
DOCUMENTS
BUILDING 90 REPLACE COAL
BOILERS DESIGN
1. COORDINATE WITH PHASE 3 PLANS FOR LOCATION OF NEW FENCE.
2. COORDINATE WITH PHASE 3 PLANS FOR LOCATION OF NEW DRIVE.
3. COORDINATE WITH PHASE 3 PLANS FOR NEW ENTRANCE GATE.
4. INSTALL VAPORIZER/MIXER CONCRETE PAD AT DIMENSIONS PROVIDED BY
MANUFACTURER. REFERENCE CIVIL DETAIL 02/CS501.
5. PLACE BOLLARDS (7) AROUND CONCRETE PAD @ 5' OC MAX BETWEEN
POLES. REFERENCE CIVIL DETAILS 01-02/CS501.
6. NEW LIQUID PROPANE LINE TO VAPORIZER AT PUMP STATION.
7. DOUBLE WYE CONNECTION TO EXISTING STORM DRAIN; DAYLIGHT STORM
DRAIN FOLLOWING EXISTING SLOPE.
8. INSTALL REMOVABLE PANEL PRE-CAST CONCRETE WALL WITH
"H"-COLUMNS (TYP).
9. NEW CONCRETE PAD TO EXTEND EXISTING FOR UNDER THE PROPANE
TANK; REFERENCE CONCRETE CONNECTION DETAIL 10/CS501.
10. GABION WALL AND SLOPED BERM, REFERENCE DETAILS CS501 AND
GRADING PLAN CG101.
11. ROUTE OF LPA LINE. REFERENCE MECHANICAL DRAWINGS.
12. COORDINATE WITH NATURAL GAS COMPANY PRIOR TO INSTALLATION.
13. TANK BERM 12'x4" HINGED LOUVER ACCESS DOOR. REFERENCE DETAIL
09/CS501.
14. BELOW GABION STORM DRAIN; REFERENCE DETAIL 07/CS501.
15. CAP ENDS OF NEW 4" STORM DRAIN AT END LOCATIONS SHOWN.
16. LOCATION OF LP PUMP SKID.
17. PLACE BOLLARDS (2) AROUND FILL STATION @ 5' OC MAX BETWEEN POLES.
REFERENCE CIVIL DETAILS 01-02/CS501.
A. CONTRACTOR IS RESPONSIBLE FOR RETURNING SITE TO ITS PREVIOUS
CONDITION, OR BETTER, INCLUDING BUT NOT LIMITED TO SOD,
CONCRETE, GRAVEL ROADS, DRAINAGE SWALES, ETC.
B. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND
REPORT ANY DISCREPANCIES TO THE VA COR BEFORE PROCEEDING
WITH WORK.
C. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL TEMPORARY SIGNAGE,
INCLUDING BUT NOT LIMITED TO CONSTRCUTION ACCESS, PARKING LOT
CLOSURES AND EXITS/ENTRANCES.
SCALE:
1" = 10' 5' 10' 20' 30' 40'2'-6"
CIVIL SITE PLAN
Pl an
N or th
True North
LPALPA
LPLP
LEGEND
GENERAL NOTES
XKEYNOTES
LEGEND
NEW LIQUID PROPANE AIR LINE
NEW LIQUID PROPANE
EXISTING STORM DRAIN
NEW STORM DRAIN
EXISTING FENCE LINE
PHASE 3 FENCING
EXISTING NATURAL GAS LINE
EXISTING UNDERGROUND
ELECTRIC LINE
CS501
15' MIN.
20' 20'
20'
20"
COORDINATE NEW DRIVE
WITH PHASE 3 PLANS
BUILDING 90
25'-6"
3'-0" MIN CLEARANCE
BETWEEN TANK AND
RETAINING WALL (TYP)
AutoCAD SHX Text M
CS501
CIVIL SITE DETAILS
VEG 20.07
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10
Project Director
Issued: Date:
750 W HAMPDEN AVE
SUITE #300
ENGLEWOOD CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
666-18-114
VAMC SHERIDAN, WYOMING
CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION
DOCUMENTS
BUILDING 90 REPLACE COAL
BOILERS DESIGN
11'
14'
EXISTING
CONCRETE
COAL PIT
5'
3'
"H" BEAM VERTICAL
EMBEDDED IN CONCRETE;
DIMENSIONS SET BY
MANUFACTURER
14'
SCALE: NO SCALE
PARTIALLY BURIED TANK
SCALE: NO SCALE
"H" PANEL CONCRETE WALL
PRE-CAST REMOVABLE
CONCRETE PANEL
NUMBER AND HEIGHT
SET BY MANUFACTURER
SECTION
PLAN
SCALE: NO SCALE
BOLLARD DETAIL
SCALE: NO SCALE
CONCRETE PUMP PAD DETAILS
SCALE: NO SCALE
UTILITY TRENCH DETAIL
SCALE: NO SCALE
TANK BERM SECTION DETAIL
3'
3"
12"
4'
TOP OF POST ELEVATIONS
TO MATCH
6" IPS x 7'0" STANDARD IRON
PIPE POST BARRICADE
CONCRETE FILLED
EXTERIOR OF PIPE TO BE COATED
WITH 2 COATS EPOXY 16-20 MIL DFM.
COLOR TO BE "SAFETY YELLOW."
CONCRETE PER
SPECIFICATION 03 30 00
3' x 3' GABION
BLOCK (TYP.)
REF: 08/CS501
14'
40'-0"
EXISTING
COAL PIT
NEW BERM
SEE CIVIL
GRADE PLAN
CS501
5' MAX. TYP
LOCATION
OF LPA PIPE
TURN-UP
SCALE: NO SCALE
CONCRETE PUMP PAD SECTION
4" FINISHED GRADE
COORDINATE WITH
PHASE 3 PLANS
4"
1/2" CHAMFER
ON ABOVE
GRADE EDGES
6"x6" NO. 6 PLACED
UNIFORMLY IN CENTER
OF CONCRETE
1'-0"
6"
4' MIN.
EXISTING FINISHED GRADE
GRAVEL DRIVE
BACKFILL TRENCH
TO 95 PERCENT ASTM
D698 COMPACTION
UTILITY MARKING TAPE
BEDDING IN
ACCORDANCE TO SPEC
31 20 00 EARTHWORK
LPA PIPE
SCALE: NO SCALE
WYOMING DOT GABION DETAILS
BOLLARDS;
REFERENCE SITE
PLAN AND DETAIL
01/CS501
COORDINATE WITH PUMP
STATION MANUFACTURER
FOR SIZE AND LOCATION
OF TURN-UP
REFERENCE
MANUFACTURER DATA
FOR SUPPORT DETAILS
AND DIMENSIONS
1' MAX. TYP
6" SUBBASE AASHTO
M147; GRADE C
5'-6"
27'-6"
SHEER STAKES
REF: 08/CS501
REF: MANUFACTURER SPECS
AND DRAWINGS FOR SIZES
SUBBASE AGGREGATE
PER SPEC 32 05 23
SOIL COMPACTION
PER SPEC 31 20 00
4'-6" 4'-3"
3" 2'-6"
2'
6'
NON-WOVEN
GEOTEXTILE FABRIC;
BETWEEN GABION
AND SOIL TYPICAL.
4" PERFORATED DR 13.5 HDPE PIPE (TYP)
WRAPPED IN GEOTEXTILE FABRIC, 2% SLOPED
TO STORMWATER CONNECTION; 2'x2' TRENCH
FILLED 14" MINUS AGGREGATE
CONCRETE PER
SPECIFICATION 03 30 00
NOTE:
SEE SPECIFICATION 31 20 00 EARTHWORK
FOR SIZES OF ROCKS TO BE USED IN
GABION UNITS.
8" REINFORCED
CONCRETE W/ 12"x12"
NO 4 @ E.W.O.C.
8" AGGREGATE BASE COURSE COMPACTED
TO MINIMUM 95% MAX. DENSITY,
±3% OPTIMUM MOISTURE CONTENT
PER ASTM D698SCARIFY AND RECOMPACT SUBGRADE TO 12"
COMPACTED TO MINIMUM 95% MAX. DENSITY,
±3% OPTIMUM MOISTURE CONTENT PER ASTM D698
4"
8"
9" 9"
DRILLED
HOLE
18" LONG EPOXY COATED NO 4 SMOOTH
DOWEL @12" C.C. GREASE ONE END,
ANCHOR OTHER END IN HOLE W/ EPOXY
RESIN ADHESIVE.
SCALE: NO SCALE
NEW CONCRETE COAL SLAB CONNECTION
EXISTING COAL PIT SLAB
PLACING AND FASTENING
ADJACENT BASKETS
6'-3"
SCARIFY AND RECOMPACT SUBGRADE
TO 8" COMPACTED TO MINIMUM 95%
MAX. DENSITY, ±3% OPTIMUM MOISTURE
CONTENT PER ASTM D698
6" AGGREGATE BASE COURSE
COMPACTED TO MINIMUM 95% MAX.
DENSITY, ±3% OPTIMUM MOISTURE
CONTENT PER ASTM D698
SCALE: NO SCALE
ACCESS DOOR DETAIL
4'-0"
12'-0"
2"x2" TUBULAR GATE
FRAME
HSS 6"x6"x3/8" GATE SUPPORT
FRAME (PRIMED & FINISH
PAINTED TO MATCH GATE)
PROVIDE GATE HINGES & GATE
SELF-CLOSING MECHANISM
PER MANUFACTURER (WELDED
TO GATE SUPPORT FRAME)
4'-0"
1'-8" DIA CONC
BASE TYP
4'-6"
VERTICAL "H" BEAM
WALL SUPPORT
GATE EXIT DEVICE WITH LEVER & CYLINDER LOCK
KEYED TO MATCH EXISTING BOILER PLANT SYSTEM
(BASIS OF DESIGN: VON DUPRIN 98/9952L EXTERIOR
POOL GATE EXIT DEVICE WITH LEVER)
AMETCO CUSTOM FABRICATED GATE WITH SHADOW 100
GALVANIZED STEEL LOUVER PANELS POWDER POLYESTER
COATED AS DIRECTED BY VHA COR (OR APPROVED EQUAL)
(FABRICATE FOR EXIT DEVICE & INTEGRAL MORTISE LOCK & LEVER)
GATE BASIS OF DESIGN:
2" MAX
2" MAX
3'-0"
CL EXIT DEVICE TO
TOP OF CONCRETE PAD
4" (TYP)
SLOPED 2%
TO MATCH
CONC
01/15/2021 BRD DJD
CG101
CIVIL GRADING AND EROSION
CONTROL PLAN
VEG 20.07
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10
Project Director
Issued: Date:
750 W HAMPDEN AVE
SUITE #300
ENGLEWOOD CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
666-18-114
VAMC SHERIDAN, WYOMING
CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION
DOCUMENTS
BUILDING 90 REPLACE COAL
BOILERS DESIGN
SCALE:
1" = 10' 5' 10' 20' 30' 40'2'-6"
CIVIL GRADING AND EROSION CONTROL PLAN
Pl an
N or th
True North
GENERAL NOTES
1. GRADING PLAN INDICATES FINISHED GRADES. PROPOSED CONTOURS AND
SPOT ELEVATIONS ARE TO FINISHED GRADE. SLOPES SHOWN ARE
HORIZONTAL:VERTICAL (H:V).
2. ANY CONSTRUCTION DEBRIS OR MUD TRACKING IN THE VA RIGHT-OF-WAY
RESULTING FROM THIS DEVELOPMENT SHALL BE REMOVED IMMEDIATELY BY
THE CONTRACTOR.
3. SEE SHEET LP101 AND SPECIFICATION 32 90 00 FOR PLANTING DETAILS.
4. ALL EROSION CONTROL WILL BE DONE IN CONFORMANCE WITH
SPECIFICATION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS.
5. SPOT ELEVATIONS ARE SHOWN TO TOP OF FINISHED CONCRETE. FINISHED
ELEVATION HAS A TOLERANCE OF +/- 1".
LEGEND
NEW CONTOUR LINE - MAJOR
NEW CONTOUR LINE - MINOR
EXISTING CONTOUR LINE - MAJOR
EXISTING CONTOUR LINE - MINOR
SILT FENCE
EXISTING STORM SEWER
STORM SEWER EXTENSION
LIMITS OF EXISTING DRIVE
SPOT ELEVATION
3:1
3:1
3:1
1. INSTALL SILT FENCE PRIOR TO CONSTRUCTION; REFERENCE CG501
2. EXTEND STORM DRAIN AT DESIGNATED SLOPE UNTIL IT MEETS
EXISTING GRADE AT DRAINAGE SWALE.
3. CONCRETE PUMP PAD 4 INCHES ABOVE PARKING LOT GRADE. SLOPED
2%. COORDINATE WITH PHASE 3 PLANS FOR FINISHED ELEVATIONS OF
NEW DRIVE. PUMP PAD TO BE 4" ABOVE FINISHED GRADE.
4. MATCH NEW GRADE TO EXISTING (TYPICAL).
5. BERM TO BE SEEDED AND STABILIZED; REFERENCE LP101.
6. COORDINATE WITH PHASE 3 PLANS FOR LIMITS AND ELEVATIONS OF
NEW DRIVE.
7. INSTALL NEW STORM WATER DRAINAGE PIPE; REFERENCE DETAIL
07/501. STORM DRAIN TO SLOPE 2% UNDERNEATH GABION WALL.
8. AT PIPE CHANGE OF DIRECTION, SLOPE NEW STORM LINE TO MEET
CONNECTION AT EXISTING STORM DRAIN.
XKEYNOTES
BUILDING 90
EXISTING
DRIVE
2%
2%
3862.5'+
XXXX.X' +
3860.8'+
3862.3'+
AutoCAD SHX Text M
6"
CG501
502C
CIVIL EROSION CONTROL DETAILS
VEG 20.07
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10
Project Director
Issued: Date:
750 W HAMPDEN AVE
SUITE #300
ENGLEWOOD CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
666-18-114
VAMC SHERIDAN, WYOMING
CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION
DOCUMENTS
BUILDING 90 REPLACE COAL
BOILERS DESIGN
SCALE: NO SCALE
SILT FENCE DETAIL
NOTE:
THE MAXIMUM
LENGTH OF SLOPE
ABOVE A ROW OF
SILT FENCE IS 110'
1. SILT FENCE SHOULD BE LIMITED TO SITUATIONS IN WHICH ONLY SHEET FLOW
IS EXPECTED
2. SILT FENCE SHOULD BE INSTALLED PRIOR TO MAJOR SOIL DISTURBANCE.
3. SILT FENCE SHOULD BE PLACED ACROSS THE BOTTOM OF A SLOPE ALONG A
LINE OF UNIFORM ELEVATION PERPENDICULAR TO THE DIRECTION OF FLOW.
4. SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF PROPYLENE,
NYLON, POLYESTER OR ETHYLENE YARN AND SHALL BE CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS
NOTED IN WV DOT DOH SPECIFICATIONS OR APPROVAL OF THE VHA COR.
5. IF STEEL POSTS (STANDARD “U” OR “T” SECTION) ARE UTILIZED FOR SILT
FENCE CONSTRUCTION, THEY MUST HAVE A MINIMUM WEIGHT OF 1.25
POUNDS PER LINEAR FOOT AND SHOULD HAVE A MINIMUM LENGTH OF 5
FEET.
MAINTENANCE
1. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL OF
0.5 INCH OR GREATER. ANY REQUIRED REPAIRS OR MAINTENANCE SHALL BE
MADE IMMEDIATELY.
2. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME
INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE
BARRIER STILL IS NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.
SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT.
THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE
HALF THE HEIGHT OF THE BARRIER.
SILT FENCE NOTES
EROSION
CONTROL
FABRIC
PLACE ON
CONTOUR
COMPACTED SOIL
EROSION CONTROL FABRIC
ATTACH W/2 TIES
6"x6" TRENCH WITH
MIN 6" FABRIC
BURIED INTO IT
DIRECTION
OF FLOW
DIRECTION
OF FLOW
8' MAX.
30" MAX
8" TOP W/
2 TIES
18" MIN
POST MIN 2"x2" X 4'-6"
OR STEEL POSTS 4'-6"
WEIGHING 1.25LBS/FT
6"
18" MIN
EROSION CONTROL NOTES:
EROSION CONTROL DETAILS ARE FROM THE WYOMING DEPARTMENT
OF TRANSPORTATION POLLUTION CONTROLS AND BMP FOR STORM
WATER DURING CONSTRUCTION. CONFIRM SELECTION FROM FIELD
GUIDE WITH VHA COR BEFORE IMPLEMENTATION. ADDITION
REQUIREMENTS MAY BE REQUIRED BASED ON SITE CONDITIONS AND
AT REQUEST OF THE VHA COR.
LIM
IT
O F
W
OR
K
LIMIT OF WORK
LIM
IT
O F
W
OR
K
01/15/2021 RAG MLH
LP101
PLANTING PLAN
VEG 20.07
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10
Project Director
Issued: Date:
750 W HAMPDEN AVE
SUITE #300
ENGLEWOOD CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
666-18-114
VAMC SHERIDAN, WYOMING
CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION
DOCUMENTS
BUILDING 90 REPLACE COAL
BOILERS DESIGN
SCALE:
1" = 10' 5' 10' 20' 30' 40'2'-6"
PLANTING PLAN
Pl an
N or th
True North
GENERAL NOTES
A. AREA DISTURBED DURING CONSTRUCTION IS TO BE SEEDED WITH NATIVE
GRASSES. SEE SPECIFICATION SECTION 32 90 00 PLANTING FOR DETAILS .
B. AFTER SEEDING, AREA IS TO BE PROTECTED WITH EXTENDED TERM EROSION
CONTROL BLANKETS. SEE SPECIFICATION SECTION 32 90 00 PLANTING FOR
DETAILS.
LEGEND
NATIVE GRASS SEED
NEW CONTOURS - MAJOR
NEW CONTOURS - MINOR
EXISTING CONTOURS - MAJOR
EXISTING CONTOURS - MINOR
SILT FENCE
EXISTING STORM SEWER
STORM SEWER EXTENSION
1. STORM DRAIN EXTENSION TO DAYLIGHT AT NEWLY GRADED SLOPE.
2. 14' HIGH GABION WALL. SEE CIVIL SHEETS FOR CONSTRUCTABILITY.
3. NEW CONCRETE PAD WITH CONCRETE PANEL ENCLOSURE.
XKEYNOTES2
BUILDING 90
EXISTING
DRIVE
AutoCAD SHX Text M
VEG 20.07
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10
Project Director
Issued: Date:
750 W HAMPDEN AVE
SUITE #300
ENGLEWOOD CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
666-18-114
VAMC SHERIDAN, WYOMING
CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION
DOCUMENTS
BUILDING 90 REPLACE COAL
BOILERS DESIGN
01/15/2021 BRD CEK
S-001
STRUCTURAL GENERAL NOTES
GENERAL
1. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS.
2. NOTES AND DETAILS ON THE PLANS SHALL TAKE PRECEDENCE OVER GENERAL NOTES, TYPICAL
DETAILS.
3. CONTRACTOR SHALL COMPARE ALL DISCREPANCIES ON DRAWINGS AT THE SITE.
4. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL AND
ELECTRICAL DRAWINGS.
5. ENGINEER OF RECORD'S APPROVAL MUST BE SECURED FOR ALL SUBSTITUTIONS.
6. VERIFY ALL OPENINGS THROUGH FLOOR, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL
CONTRACTORS
7. ALL DIMENSIONS AND EXISTING CONDITIONS SHOWN SHALL BE FIELD VERIFIED BY THE
CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE ENGINEER OF RECORD SHOULD ANY EXISTING CONDITION NOT BE SHOWN, OR IF ANY EXISTING CONDITION
DIFFERS FROM THOSE SHOWN ON THE DRAWINGS.
8. DURING ERECTION OF THE STRUCTURES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR
TEMPORARY BRACING TO WITHSTAND ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED, INCLUDING LATERAL LOADS, STOCKPILES OF MATERIALS AND EQUIPMENT. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY AND UNTIL ALL STRUCTURAL FRAMING IS IN
PLACE WITH CONNECTIONS COMPLETED.
9. DO NOT REPRODUCE CONTRACT DOCUMENTS, COPY STANDARD PRINTED INFORMATION, OR USE
ELECTRONIC CAD FILES AS THE BASIS FOR SHOP DRAWINGS.
10. THE ENGINEER OF RECORD DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION.
11. SEE PROJECT SPECIFICATIONS FOR INSPECTION SCHEDULE.
12. SIGNIFICANT PERMANENT EQUIPMENT SIZES, WEIGHTS AND LOCATIONS ARE INDICATED ON THE
DRAWINGS AS PROVIDED TO THE ENGINEER DURING DESIGN. CHANGES IN SIZES, WEIGHTS, OR
LOCATIONS MUST BE SUBMITTED IN WRITING FOR REVIEW BY THE STRUCTURAL ENGINEER.
REQUIRED SUPPORTS OR BRACES NOT SHOWN ON THE DRAWINGS ARE THE RESPONSIBILITY OF
THE EQUIPMENT SUPPLIER.
13. EXISTING BUILDING:
13.1. 1947: ORIGINAL CONSTRUCTION.
13.2. 1973 REMODEL: SOUTH MASONRY-ENCLOSED GAS-FIRED BOILER ENCLOSURE, AUXILIARY
GENERATOR ROOM AND EQUIPMENT MEZZANINE.
13.3. 1984 REMODEL: REPLACEMENT OF EQUIPMENT MEZZANINE WITH STEEL FRAMING, STEEL
DECK AND CONCRETE SLAB; ADDITION OF MULTILEVEL METAL BUILDING ENCLOSURE AT
SOUTHWEST CORNER; ADDITION OF CONTROL ROOM AND OFFICES.
13.4. 2011 REMODEL: REPLACE THREE BOILERS (ONE GAS FIRED, TWO COAL FIRED) AND OTHER
RELATED EQUIPMENT.
1. ALL WORK IS DESIGNED AND SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE PROJECT
SPECIFICATIONS.
2. LOADING CONDITIONS
2.1. DEAD LOAD................................. 10 PSF
2.2. LIVE LOAD................................... 40 PSF
2.3. NOTIONAL LOAD........................ 1% OF TOTAL GRAVITY
2.4. SOIL BEARING PRESSURE........ 1500 PSF
1. SPREAD FOOTINGS SHALL BEAR ENTIRELY UPON SUITABLE NATURAL SOILS OR GRANULAR
STRUCTURAL FILL EXTENDING TO SUITABLE NATURAL SOILS, AS DETERMINED BY THE
GEOTECHNICAL ENGINEER OF RECORD. SEE DESIGN CRITERIA FOR SOIL BEARING INFORMATION.
2. BOTTOM OF FOOTING SHALL BE 66 INCHES BELOW LOWEST ADJACENT FINAL GRADE. SEE
FOUNDATION PLAN FOR TOP OF FOOTING ELEVATIONS. NOTE THAT ALL TOP OF FOOTING
ELEVATIONS ARE ESTIMATES BASED ON ARCHITECTURAL AND CIVIL DRAWINGS. CONTRACTOR
SHALL FIELD VERIFY ALL TOP OF FOOTING ELEVATIONS WITH EXPECTED FINISH GRADE TO ENSURE
ADEQUATE FROST PROTECTION.
3. ALL WATER SHALL BE REMOVED FROM EXCAVATION PRIOR TO PLACING CONCRETE. DO NOT PLACE
CONCRETE UNDER WATER OR ON FROZEN GROUND. CONTRACTOR IS RESPONSIBLE FOR
PROTECTING FOOTINGS AND SURROUNDING SOILS AGAINST FROST DURING CONSTRUCTION
4. ALL FILL AND BACKFILL SHALL BE COMPACTED ACCORDING TO THE REQUIREMENTS SET FORTH IN
THE GEOTECHNICAL REPORT.
5. ANY UNUSUAL SOIL CONDITIONS (WATER, SOFT LAYERS, ROCK OUTCROPPINGS, EXISTING
STRUCTURES, ETC.) ENCOUNTERED DURING EXCAVATION FOR FOOTINGS SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE VHA COR, STRUCTURAL ENGINEER, AND GEOTECHNICAL
ENGINEER PRIOR TO PROCEEDING.
SOILS
STRUCTURAL STEEL
1. STRUCTURAL STEEL MINIMUM YIELD STRENGTH:
TUBE STEEL: A500 GRADE B STEEL (Fy = 46 KSI) WIDE FLANGE SECTIONS: A992 STEEL (Fy = 50 KSI) CHANNELS AND ANGLES: A36 STEEL (Fy = 36 KSI) PLATES: A36 STEEL (Fy = 36 KSI)
BOLTS: FOR STEEL, USE A325
ANCHOR BOLTS: A307 OR A36
2. CONTRACTOR SHALL MEET OSHA REQUIREMENTS AND PROJECT SPECIFICATIONS.
3. ALL STRUCTURAL STEEL AND STRUCTURAL STEEL WORK SHALL COMPLY WITH "SPECIFICATIONS
FOR THE DESIGN, FABRICATIONS, AND ERECTIONS OF STRUCTURAL STEEL FOR BUILDINGS OF THE
A.I.S.C. CODE OF STANDARD PRACTICE" AND PROJECT SPECIFICATIONS.
4. ALL WELDS AND WELDING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE "THE
AMERICAN WELDING SOCIETY."
5. WELDING ELECTRODES SHALL BE ASTM E70XX. THE MINIMUM FILLET WELD SIZE SHALL BE 3/16".
6. A CERTIFIED WELDER IN ACCORDANCE WITH AWS SHALL PERFORM ALL WELDING.
7. SHOP DRAWINGS FOR ALL STEEL INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE
SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION.
8. ALL STRUCTURAL STEEL EXPOSED TO WEATHER SHALL BE GALVANIZED OR PAINTED WITH A
HIGH-PERFORMANCE PAINT SYSTEM PER PROJECT SPECIFICATIONS.
9. ALL MEMBERS SHALL BE ERECTED WITH NATURAL MILL CAMBER OR INDUCED CAMBER UP, UNO.
10. NO CUTTING OR BURNING OF STRUCTURAL STEEL IS ALLOWED WITHOUT WRITTEN AUTHORIZATION
FROM THE STRUCTURAL ENGINEER.
11. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED ARE ALLOWED IN THE STRUCTURAL STEEL.
12. EXISTING BUILDING
12.1. 1947 BASE BUILDING IS MOST LIKELY A7
12.2. 1973 AND 1984 ADDITIONS ARE A36
1. ALL CONCRETE MATERIALS SHALL COMPLY WITH THE STANDARDS REFERENCED IN THE
PROJECT SPECIFICATIONS.
2. WORKABILITY ADMIXTURES MAY BE USED, PROVIDED THAT BATCH PROPORTIONS ARE
DETERMINED AS PRESCRIBED IN THE SPECIFICATIONS.
3. ANY CONCRETE THAT FAILS TO MEET SPECIFICATIONS SHALL BE REMOVED & REPLACED AT
THE EXPENSE OF THE CONTRACTOR.
4. REINFORCEMENT & DETAILING: ALL REINFORCING INCLUDING WWF SHALL BE DETAILED,
BOLSTERED, & SUPPORTED TO COMPLY WITH ACI 315, "MANUAL OF STANDARD PRACTICE
FOR DETAILING REINFORCING CONCRETE STRUCTURES" & CRSI RECOMMENDATIONS.
REINFORCING BARS SHALL NOT BE WELDED UNLESS SPECIFICALLY SHOWN ON DRAWINGS.
STRUCTURAL DESIGN CRITERIA
CONCRETE
1. DEFORMED REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. REINFORCING
TO BE WELDED OR FIELD BENT SHALL BE ASTM A706, GRADE 60. EPOXY COATED
REINFORCING SHALL CONFORM TO ASTM A775 AND SHALL BE COATED PRIOR TO
FABRICATION.
2. WELDED WIRE REINFORCING (WWR) SHALL CONFORM TO ASTM A185, GRADE 65. WWR
MUST LAP ONE FULL MESH AND SHALL BE WIRED TOGETHER. WWR SHALL BE PLACED IN
THE CENTER OF SLABS ON GRADE.
3. WELDING OF REINFORCING SHALL CONFORM TO AWS D1.4, USING PROPER LOW
HYDROGEN ELECTRODES.
4. DETAIL BARS IN ACCORDANCE WITH THE CURRENT ACI DETAILING MANUAL AND ACI
BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
5. DETAIL BARS IN ACCORDANCE WITH THE CURRENT ACI 530 FOR CONCRETE MASONRY
BLOCK.
6. ALL REINFORCING BAR BENDS SHALL BE MADE COLD WITH A BAR BENDER ACCORDING TO
ACI 350 BAR BEND RADIUS.
7. LAP ALL HORIZONTAL BARS AT CORNERS, INTERSECTIONS AND SPLICES.
8. AT LOCATIONS WHERE ALL REINFORCING WITHIN A STRUCTURAL ELEMENT WILL BE
SPLICED, THE SPLICES MUST BE STAGGERED.
9. DOWELS FOR WALL AND COLUMNS SHALL BE THE SAME SIZE AND SPACING AS THE WALL
OR COLUMN REINFORCING, UNO.
10. AT ENDS OF BEAMS, SLABS, JOINS, WALLS AND GRADE BEAMS, TERMINATE TOP
REINFORCING WITH STANDARD HOOKS UNLESS SHOWN OTHERWISE ON THE
CONSTRUCTION DOCUMENTS.
11. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS
SHOWN ON THE PLANS.
REINFORCING STEEL
BAR
SIZE
NOTES
1. THE SCHEDULE SHOWN APPLIES TO REGULAR WEIGHT CONCRETE WITH 60ksi GRADE
REINFORCING BARS.
2. TOP BARS ARE HORIZONTAL BARS WITH 12" (OR MORE), OF FRESH CAST BELOW THE
BARS.
3. CLASS "A" SPLICES SHALL BE USED WHEN 50% (OR LESS) OF BARS SPLICED WITHIN LAP.
4. CLASS "B" SPLICES SHALL BE USED FOR ALL ELSE, TYPICALLY WITH SHEARWALLS,
COLUMNS, BEAMS, AND SLABS.
5. FOR EPOXY COATED BARS, INCREASE LAP LENGTHS AS FOLLOWS: TOP BARS - Ld x 1.7, REGULAR BARS - Ld x 1.5.
6. FOR BUNDLED BARS, INCREASE LAP LENGTHS AS FOLLOWS: BUNDLED BARS THREE OR
LESS - Ld x 1.2, BUNDLED BARS FOUR OR MORE - Ld x 1.33. INDIVIDUAL BAR SPLICES
WITHIN A BUNDLE SHALL NOT OVERLAP.
7. LAP SPLICES ARE NOT ALLOWED FOR TIES AND STIRRUPS.
TENSION BARS "Ld"
#3 #4 #5 #6 #7 #8 #9 #10 #11
Fc = 3000 psi
REBAR LAP SCHEDULE
Fc = 4000 psi
REG.
CLASS
A B
TOP
CLASS
REG.
CLASS
TOP
CLASS
BABABA
17" 22" 22" 28" 15" 19" 19" 24"
33" 42" 50" 71" 81" 92"
103" 114"
26" 32" 39" 55" 63" 71" 79" 88"
25"19" 31" 37" 55" 63" 71" 79" 88"68"
61" 54" 48" 42" 29" 24"
38" 48" 58" 82" 93"
105" 118" 131"101"
91" 81" 72" 63" 45" 37" 29"29"
36" 43" 63" 72" 81" 91"
101"78" 70" 62" 55" 48" 33" 28" 22"
Fc = 5000 psi
14" 18" 18" 24" 29" 36" 44" 64" 74" 81" 91"
101"
23" 29" 34" 50" 57" 62" 70" 78"
22"18" 28" 34" 50" 56" 64" 70" 78"60"
54" 48" 44" 28" 26" 22"
REG.
CLASS
TOP
CLASS
BABA
1. WELDED CONNECTIONS
1.1. ALL WELDING SHALL CONFORM TO ANSI/AWS D1.1, LATEST EDITION.
1.2. FILLET WELDS WITH NO SIZE SPECIFIED SHALL BE 3/16 INCH OR MINIMUM SIZE
REQUIRED BY AISC, WHICHEVER IS LARGER.
2. BOLTED CONNECTIONS
2.1. UNLESS OTHERWISE NOTED ON THE STRUCTURAL DRAWINGS, BOLTS SHALL BE 3/4"
DIAMETER AND CONFORM TO ASTM A325. BOLTS SHALL BE DESIGNED USING VALUES
FOR BEARING TYPE BOLTS WITH THREAD ALLOWED IN THE SHEAR PLANE.
2.2. BOLTS SHALL BE TIGHTENED TO 'SNUG TIGHT' AS DEFINED BY AISC, UNO.
3. STRUCTURAL STEEL CONNECTIONS NOT SPECIFICALLY DETAILED ON THE STRUCTURAL
DRAWINGS SHALL BE DESIGNED AND DETAILED BY THE CONTRACTOR UNDER THE DIRECT
SUPERVISION OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE HAVING
JURISDICTION AT THE PROJECT SITE. SEALED CALCULATIONS FOR ALL CONNECTIONS
DESIGNED BY THE CONTRACTOR SHALL BE SUBMITTED FOR THE ARCHITECT'S FILES.
4. MOMENT CONNECTIONS
4.1. WHERE INDICATED, MOMENT CONNECTIONS SHALL BE DESIGNED FOR THE
SCHEDULED MOMENT ENVELOPE. THE MOMENT IS INDICATED ON THE STRUCTURAL
DRAWINGS AS "(M=)". THE SHEAR IS INDICATED ON THE STRUCTURAL DRAWINGS AS
"(R=)".
4.2. IF NOT INDICATED ON THE STRUCTURAL DRAWINGS, MOMENT CONNECTIONS SHALL
BE WELDED TO DEVELOP THE FULL CAPACITY OF THE MEMBER.
5. ALL BEAM SHEARS, REACTIONS, MEMBER FORCES, MOMENTS, ETC, SHOWN ON THE
STRUCTURAL DRAWINGS ARE LRFD LOADS.
5.1. ANCHOR RODS ARE TO BE ASTM F1554 36 KSI, UNLESS NOTED OTHERWISE.
STRUCTURAL STEEL CONNECTIONS
ABBREVIATIONS
AB ANCHOR BOLT
ADDL ADDITIONAL
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
ARCH ARCHITECT
BCE BOTTOM CHORD EXTENSION
BO BOTTOM OF
BLDG BUILDING
BM BEAM
BOTT BOTTOM
BRG BEARING
BSMT BASEMENT
BP BEARING PLATE
BTWN BETWEEN
CL CENTERLINE
CANT CANTILEVER
CJ CONSTRUCTION JOINT
CMU CONCRETE MASONRY UNIT
CNTR CENTER/CENTERED
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONT CONTINUOUS
COORD COORDINATE
Ø DIAMETER
DTL DETAIL
DWG DRAWING
(E) EXISTING
EA EACH
EF EACH FACE
EL ELEVATION
ELECT ELECTRICAL
ELEV ELEVATOR
EMBED EMBEDMENT
EOD EDGE OF DECK
EOS EDGE OF SLAB
EQ EQUAL
EQUIP EQUIPMENT
EW EACH WAY
EWB EACH WAY BOTTOM
EWT EACH WAY TOP
EXIST EXISTING
EXP EXPANSION
EXT EXTERIOR
FDN FOUNDATION
FIN FINISH
FLR FLOOR
FT FEET
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GB GRADE BEAM
HP HIGH POINT
HORIZ HORIZONTAL
IF INSIDE FACE
IN INCHES
INFO INFORMATION
INT INTERIOR
JT JOINT
K KIP
K-FT KIP-FEET
LP LOW POINT
LW LIGHT WEIGHT
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LWB LONG WAY BOTTOM
MAX MAXIMUM
MECH MECHANICAL
MEZZ MEZZANINE
MEP MECHANICAL ELECTRICAL PLUMBING
MFG MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MP MASONRY PIER
MST METAL STUD TRUSS
NBL NON BEARING LINTEL
(N) NEW
NTS NOT TO SCALE
NW NORMAL WEIGHT
OC ON CENTER
PAF POWDER ACTUATED FASTENER
PL PLATE
PLUMB PLUMBING
PC PILE CAP
PRCST PRECAST
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PTN PARTITION
REINF REINFORCEMENT
REQD REQUIRED
RETG RETAINING
SF STEP FOOTING
SOG SLAB ON GRADE
SCHED SCHEDULE
SECT SECTION
SIM SIMILAR
SL SLOPE
SPECS SPECIFICATIONS
STL STEEL
STIFF STIFFENER
STRUC STRUCTURAL
SWB SHORT WAY BOTTOM
T&B TOP AND BOTTOM
T TOP
T/O TOP OF
TOC TOP OF CONCRETE
TOS TOP OF STEEL
TS THICKENED SLAB
TCELE TOP CHORD EXTENSION LEFT END
TCERE TOP CHORD EXTENSION RIGHT END
TDS TURN DOWN SLAB
THK THICK OR THICKENED
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VIF VERIFY IN FIELD
VERT VERTICAL
WRT WOOD ROOF TRUSS
W/ WITH
WC WET COLUMN
WP WALL PLATE
WWF WELDED WIRE FABRIC
Reid Dumas Colorado PE
DN
UP
DN
UP
32 4 5 6 7 81
A
B B
E
G
C
D
1.1
D.9
F
F.9
VEG 20.07
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10
Project Director
Issued: Date:
750 W HAMPDEN AVE
SUITE #300
ENGLEWOOD CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
666-18-114
VAMC SHERIDAN, WYOMING
CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION
DOCUMENTS
BUILDING 90 REPLACE COAL
BOILERS DESIGN
01/15/2021 BRD CEK
SD101
STRUCTURAL FOUNDATION DEMO
PLAN
SCALE: 1/4" = 1'-0"
1' 2' 4' 8' 16'0
STRUCTURAL FOUNDATION DEMO PLAN
P l a n
N o r t h
True North
KEY NOTES:
A. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND
REPORT ANY DISCREPANCIES TO THE VHA COR BEFORE PROCEEDING
WITH WORK.
B. COORDINATE ALL FLOOR AND ROOF PENETRATIONS WITH FLOOR AND
ROOF STRUCTURE. REFER TO STRUCTURAL DRAWINGS.
C. TOP OF SLAB ELEVATION = 52'-0" UNLESS NOTED OTHERWISE
D. PADS ARE 4" THICK HOUSEKEEPING PADS REINFORCED WITH ONE
LAYER W.W.F. 6X6-W2.9XW2.9 UNLESS NOTED OTHERWISE
E. REFERENCE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND
PLUMBING DRAWINGS FOR LOCATIONS, DIMENSIONS AND ELEVATIONS
OF MAJOR EQUIPMENT AND FOR COORDINATION WITH SUPPORTING
STRUCTURAL ELEMENTS SHOWN HERE.
GENERAL STRUCTURAL NOTES:
1. PATCH & REPAIR PENETRATION.
2. PATCH AND REPAIR EXISTING CONCRETE PADS
3. DEMOLISH EXTERIOR TRENCH COVER AND AUGER.
4. SAW-CUT AND REMOVE CONCRETE SLAB ON GRADE FOR NEW
CONCRETE COLUMN FOOTERS. REFERENCE 02/S-501 FOR PATCH
BACK.
5. CUT AND GRIND ALL STRUCTURAL MEMBERS AND MATERIALS THAT
ARE REMOVED, FLUSH WITH EXISTING SLAB (TYPICAL THROUGHOUT).
2 2
2 2 2
(E) HSS 4X4X1
4 TYP. (E) HSS 4X4X1
4 TYP. (E) HSS 4X4X1
4 TYP.
(E) HSS 4X4X1
4 TYP.(E) HSS 4X4X1
4 TYP.(E) HSS 4X4X1
4 TYP.
(E) HSS 6X6X5
8 TYP.
(E) HSS 6X6X5
8 TYP.
(E) HSS 6X6X5
8 TYP.
(E) HSS 6X6X5
8 TYP. (E) HSS 6X6X5
8 TYP.
(E) HSS 6X6X5
8 TYP.
16" THICK CONCRETE
PAD FOR BOILERS
EXISTING 6" CONCRETE
SLAB-ON-GRADE
REINFORCED W/ #4
@ 16" O.C. E.W.
16" THICK CONCRETE
PAD FOR BOILERS
(E) 52'-4"
(E ) S
LA
B-
ON
-G
RA
DE
(E) 52'-4"
REMOVE EXISTING FOUNDATION
LEGEND:
DN
DN
DN
DN
DN
DNDNDN DN
DN
DN
DN
DN
32 4 5 6 7 81
A
B B
E
G
C
D
1.1
D.9
F
F.9
DN
DN
DN
DN
DN
VEG 20.07
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10
Project Director
Issued: Date:
750 W HAMPDEN AVE
SUITE #300
ENGLEWOOD CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
666-18-114
VAMC SHERIDAN, WYOMING
CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION
DOCUMENTS
BUILDING 90 REPLACE COAL
BOILERS DESIGN
01/15/2021 BRD CEK
SD102
STRUCTURAL FRAMING DEMO
PLAN
SCALE: 1/4" = 1'-0"
1' 2' 4' 8' 16'0
STRUCTURAL FRAMING DEMO PLAN
P l a n
N o r t h
True North
KEY NOTES:
A. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND
REPORT ANY DISCREPANCIES TO THE VHA COR BEFORE PROCEEDING
WITH WORK.
B. COORDINATE ALL FLOOR AND ROOF PENETRATIONS WITH FLOOR AND
ROOF STRUCTURE. REFER TO STRUCTURAL DRAWINGS.
GENERAL STRUCTURAL NOTES:
1. DEMO REFERENCE MECHANICAL DRAWINGS
REMOVE EXISTING CATWALK
CATWALK TO REMAIN
LEGEND:
17.
18.
SUCH
CEILIN
OFF.
CEILIN
EMPL
UNLE
TOOL
CAUS
UP
DN
UP
32 4 5 6 7 81
A
B B
E
G
C
D
1.1
D.9
F
F.9
VEG 20.07
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10
Project Director
Issued: Date:
750 W HAMPDEN AVE
SUITE #300
ENGLEWOOD CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
666-18-114
VAMC SHERIDAN, WYOMING
CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION
DOCUMENTS
BUILDING 90 REPLACE COAL
BOILERS DESIGN
01/15/2021 BRD CEK
S-101
STRUCTURAL FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
1' 2' 4' 8' 16'0
STRUCTURAL FOUNDATION PLAN
P l a n
N o r t h
True North
KEY NOTES:
A. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND
REPORT ANY DISCREPANCIES TO THE VHA COR BEFORE PROCEEDING
WITH WORK.
B. COORDINATE ALL FLOOR AND ROOF PENETRATIONS WITH FLOOR
STRUCTURE. REFER TO STRUCTURAL DRAWINGS.
C. TOP OF SLAB ELEVATION = 0'-0" UNLESS NOTED OTHERWISE
D. PADS ARE 4" THICK HOUSEKEEPING PADS REINFORCED WITH ONE
LAYER W.W.F. 6X6-W2.9XW2.9 UNLESS NOTED OTHERWISE
E. REFERENCE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS
FOR LOCATIONS, DIMENSIONS AND ELEVATIONS OF MAJOR
EQUIPMENT AND FOR COORDINATION WITH SUPPORTING
STRUCTURAL ELEMENTS SHOWN HERE.
GENERAL STRUCTURAL NOTES:
S-501
F1 F1 F1
F1F1F1
F1
F1
F1
F1
S-501
S-501
S-501
S-501
1. EXTEND TRENCH COVER TO COVER BUCKET ELEVATOR.
2. PATCH AND SEAL AUGER TRENCH WALL PENETRATION THROUGH
FOUNDATION WALL.
3. INFILL EXTERIOR TRENCH WITH CONCRETE UNTIL FLUSH WITH
EXISTING PAD. FINISH PER SPECS.
32 4 5 6 7 81
A
B B
E
G
C
D
1.1
D.9
F
F.9
DN
DN
DN
DN
DN
DN
DN
VEG 20.07
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10
Project Director
Issued: Date:
750 W HAMPDEN AVE
SUITE #300
ENGLEWOOD CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
666-18-114
VAMC SHERIDAN, WYOMING
CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION
DOCUMENTS
BUILDING 90 REPLACE COAL
BOILERS DESIGN
01/15/2021 BRD RT
S-102
STRUCTURAL FRAMING PLAN
SCALE: 1/4" = 1'-0"
1' 2' 4' 8' 16'0
STRUCTURAL FRAMING PLAN
P l a n
N o r t h
True North
1. PATCH & REPAIR PENETRATION, MATCH EXISTING FINISH;
SEE DETAIL 11/S-502
2. PATCH & REPAIR PENETRATION, MATCH EXISTING FINISH;
SEE DETAIL 1/S-503
KEY NOTES:
A. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND
REPORT ANY DISCREPANCIES TO THE VHA COR BEFORE PROCEEDING
WITH WORK.
B. COORDINATE ALL FLOOR AND ROOF PENETRATIONS WITH FLOOR AND
ROOF STRUCTURE. REFER TO STRUCTURAL DRAWINGS.
C. GENERAL CONTRACTOR WILL COORDINATE FINAL CATWALK
ELEVATION.
D. PATCH EXISTING MASONRY AT EXISTING OPENINGS WITH BRICK,
BACKED UP WITH CMU TO MATCH EXISTING WALL CONSTRUCTION.
GENERAL STRUCTURAL NOTES:
S-301
S-301
S-301
S-301
HSS 4X4X1/4"
HSS 4X4X1/4"
HSS 4X4X1/4" HSS 4X4X1/4"HSS 4X4X1/4"
HSS 4X4X1/4"HSS 4X4X1/4"
HSS 4X4X1/4"
C6X8.2
C6X8.2
C6X8.2C6X8.2
C6X8.2
C6X8.2 C6X8.2
C6X8.2
S-502
EQ EQ EQ
S-502
S-502
S-502
32 4 5 61 1.1
3 2456
D
VEG 20.07
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10
Project Director
Issued: Date:
750 W HAMPDEN AVE
SUITE #300
ENGLEWOOD CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
666-18-114
VAMC SHERIDAN, WYOMING
CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION
DOCUMENTS
BUILDING 90 REPLACE COAL
BOILERS DESIGN
01/15/2021 BRD RT
S-301
STRUCTURAL SECTIONS
SCALE:
2' 4' 8' 16' 32'
1/8" = 1'-0"
CATWALK SECTION D
SCALE:
2' 4' 8' 16' 32'
1/8" = 1'-0"
CATWALK SECTION C
SCALE: 1/4" = 1'-0"
1' 2' 4' 8' 16'0
CATWALK SECTION A
SCALE: 1/4" = 1'-0"
1' 2' 4' 8' 16'0
CATWALK SECTION B
KEY NOTES:
A. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND
REPORT ANY DISCREPANCIES TO THE VHA COR BEFORE PROCEEDING
WITH WORK.
B. COORDINATE ALL FLOOR AND ROOF PENETRATIONS WITH FLOOR AND
ROOF STRUCTURE. REFER TO STRUCTURAL DRAWINGS.
C. CG WILL COORDINATE FINAL CATWALK ELEVATION.
D. PATCH EXISTING MASONRY AT EXISTING OPENINGS WITH BRICK,
BACKED UP WITH CMU TO MATCH EXISTING WALL CONSTRUCTION.
GENERAL STRUCTURAL NOTES:
10'
(E1984) 63.5 TS
11' - 6"
(E1984) 58.5 MEZZ
6' - 6"
TOP OF SLAB
0' - 0"
UPPER MEZZ
21' - 7 1/2"
(E1973) 77.4 TOS
25' - 4 1/2"
S-301
S-301
TOP OF SLAB
0' - 0"
(E1984) 58.5 MEZZ
6' - 6"
(E1984) 63.5 TS
11' - 6"
TOP OF SLAB
0' - 0"
(E1984) 58.5 MEZZ
6' - 6"
(E1984) 63.5 TS
11' - 6"
TOP OF PARAPET
TOP OF PARAPET
S-301
GUY WIRE 14" Ø ATTACH
TO PRIMARY ROOF
STRUCTURE (4) E.W.
S-502
S-502
S-502
S-502
S-502
S-502
FOR CONNECT TO
EXISTING CMU WALL
RE: 02/S-502
S-502
6'- 6"
'-1
1/ 2"
UPPER MEZZ
21' - 7 1/2"
86.1 PENTHOUSE FLOOR
34' - 1 1/2"
(E1973) 77.4 TOS
25' - 4 1/2"
UPPER MEZZ
21' - 7 1/2"
86.1 PENTHOUSE FLOOR
34' - 1 1/2"
(E1973) 77.4 TOS
25' - 4 1/2"
S-502
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10
Project Director
Issued: Date:
750 W HAMPDEN AVE
SUITE #300
ENGLEWOOD CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
666-18-114
VAMC SHERIDAN, WYOMING
CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION
DOCUMENTS
BUILDING 90 REPLACE COAL
BOILERS DESIGN
01/15/2020 BRD RT
S-501
STRUCTURAL FOUNDATION
DETAILS
SCALE: NO SCALE
FOUNDATION DETAIL - F1
BASE PL
1/2"x10"x0'-10"
SCALE: NO SCALE
FOUNDATION INTERFACE WITH EXISTING
EXISTING
WALL
BASE
PL 5 8"x8"x8" 3
(N) HSS 4x4 COLUMN
EMBED PL 5 6"x14"x1'-6" W/ 2-#4 A706X
#4 @ 12" O.C. EACH
WAY BOTTOM
3-#4x3'-0" SPAED @ 6" O.C.
THROUGH EMBED PLATE ASSEMBLY
DRILL 6" INTO (E)
AND USE EPOXY
ADHESIVE (TYPICAL)
1'- 2"
EXISTING
SLAB
17.
18.
SUCH
CEILIN
OFF.
CEILIN
EMPL
UNLE
TOOL
CAUS
EXTEND ANGLE 1'-6" MIN OR
3 RIBS BEYOND OPENING
DECK SPAN
16 GA PLATE SCREW
TO DECK W/ #10 TEK
SCREWS @6" OC
SEE DETAILS
1-10 THIS SHEET
1/8 1.5-6
TYP ADJACENT
TO EA CUT
FLUTE
6" OR LESS JOIST
JOIST
JOIST
8" TO 12"
1'-6" MIN OR 3 RIBS
L1 3/4X 1 3/4X 1/4 REINFORCING
L1 3/4X 1 3/4X 1/4 REINFORCING
8" T
O
NO REINF
REQUIRED
GI
RD
ER
/B
EA
M
GI
RD
ER
/B
EA
M
6" TO 8"
1'-0" TO 5'-6"
1'- 0"
T O
5'- 6"
VEG 20.07
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
F i l e
P a t h
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
Phase
321 4 5 6 7 8 9 10
Project Director
Issued: Date:
750 W HAMPDEN AVE
SUITE #300
ENGLEWOOD CO 80110
(720) 550-6307
WWW.VALHALLAENGINEERING.COM
666-18-114
VAMC SHERIDAN, WYOMING
CONSULTANTS: ARCHITECT/ENGINEERS: STAMP: 100% CONSTRUCTION
DOCUMENTS
BUILDING 90 REPLACE COAL
BOILERS DESIGN
01/15/2021 BRD RT
S-502
STRUCTURAL FRAMING DETAILS
SCALE: NO SCALE
GRATING ATTACHMENT DETAIL A
SCALE: NO SCALE
GRATING ATTACHMENT DETAIL B
SCALE: NO SCALE
COLUMN - BEAM ATTACHMENT DETAIL
SCALE: NO SCALE
STAIR STRINGER DETAIL TYPICAL
SCALE: NO SCALE
HANDRAIL ATTACHMENT DETAIL
SCALE: NO SCALE
GENERAL ROOF DECK PENETRATION REINFORCEMENT
(N) C6
1-3/4" Ø A325-N BOLT
(N) C12 STAIR
STRINGER
HANDRAIL
(N) STEEL GRATING
(N) STEEL GRATING
(N) CHANNEL
4"
2-1/4"
(N) STEEL GRATING
(N) C6
(N) CHANNEL SEE
PLAN
9"
EDGE OF
EXISTING
CMU WALL
(N) STEEL GRATING
WORK POINT
(N) STEEL COLUMN
W/ CAP PLATE
1-3/4" Ø A325-N BOLT
(N) CHANNEL
SEE PLAN
(N) STEEL ANGLE
L 3 12" X 2 12" X 14"
2-83/16
CONT. BENT
PL 1/4 x
CJP
3/16 4 PL 1/4"x6"
3/16 4 PL 1/4"
3/16 4 CJP
PL 1/4"x5"
33/16
TOOTH IN NEW BRICK UNITS
(MATCH EXISTING BRICK UNITS,
BOND PATTERN & MORTAR JOINTS)
PERIMETER OF EXISTING OPENING
(REMOVE SLEEVE WHEN EXISTING)
EXISTING BRICK FACE
SCALE: NO SCALE
TYPICAL MASONRY OPENING PATCH
MASONRY PATCHING NOTES
1. PROVIDE DOCUMENTED 5-YEARS EXPERIENCE IN COMPLETION OF WORK, SIMILAR IN
DESIGN, MATERIAL, AND EXTENT SPECIFIED FOR APPROVAL BY COR.
2. CLOSE (PATCH) EXISTING MASONRY OPENING(S) TO MATCH EXISTING ADJACENT
MASONRY WHERE DEMOLITION OPERATIONS RESULTS IN AN UNUSED OPENING.
3. OPENING SIZES VARY. DETAIL INDICATES GENERAL INTENT & NOT LIMITS OF
PATCH BRICK WORK. PROVIDE MASONRY PATCH WORK TO COVER THE ENTIRE
EXTENTS OF ANY OPENING NOT USED DUE TO PROJECT DEMOLITION &
CONSTRUCTION WORK.
4. PREPARE MOCKUP IN SIZE AND LOCATION DIRECTED BY COR, DEMONSTRATING QUALITY
AND AESTHETICS OF TUCK POINTING, MASONRY UNIT REPLACEMENT, AND CLEANING FOR
APPROVAL BY COR. APPROVED MOCKUP SHALL SET THE STANDARD FOR WORK AT
OTHER PROJECT LOCATIONS. MOCKUP MAY BECOME A PERMANENT PART OF THE WORK
WHEN APPROVED BY THE COR OTHERWISE DISPOSE OF MOCKUP WHEN DIRECTED BY
COR.
5. BRICK FACING (VENEER) CONFORMING TO ASTM C216, SHALL MATCH ADJACENT EXISTING
BRICK FACING SIZE, SHAPE, COLOR, AND TEXTURE AND SHALL BE ACCEPTABLE TO THE
COR.
6. CONCRETE MASONRY UNITS (CMU) SHALL MATCH ADJACENT EXISTING CMU SIZE, SHAPE,
COLOR, AND TEXTURE AND SHALL BE ACCEPTABLE TO THE COR.
7. JOINT MORTAR SHALL MATCH EXISTING ADJACENT JOINT MORTAR COLOR AND TEXTURE.
RECOMMEND MORTAR MIX COMPATIBLE WITH EXISTING AND MORTAR MATERIAL
SOURCES REQUIRED TO MATCH EXISTING COLOR AND TEXTURE.
8. LAY UP MASONRY UNITS IN THE SAME BOND AND COURSE PATTERN AS THE EXISTING
ADJACENT MASONRY. TOOTH IN THE MASONRY UNITS TO BLEND IN THE WALL, UNLESS
OTHERWISE APPROVED BY THE COR. MAXIMUM OUT OF PLANE TOLERANCE SHALL BE
1/4-INCH CUMULATIVE TOTAL.
9. TOOL EXPOSED JOINTS (EXTERIOR AND INTERIOR) TO MATCH ADJACENT EXISTING
MASONRY JOINTS. JOINT TOOLING SHALL BE ACCEPTABLE TO THE COR.
10.KEEP FINISH WORK FREE FROM MORTAR SMEARS OR SPATTERS AND LEAVE NEAT AND
CLEAN.
11.BEFORE CONNECTING NEW MASONRY WITH EXISTING MASONRY, REMOVE EXISTING
LOOSENED MASONRY OR MORTAR, AND CLEAN AND WET WORK IN PLACE. TUCK AND
POINT EXISTING ADJACENT MASONRY UP TO 2-FEET BEYOND PATCH WORK.
12.TEST AND WET BRICK ACCORDING TO BIA TN 11B. 2. DO NOT WET CONCRETE MASONRY
UNITS BEFORE LAYING.
13.COMPLY WITH THE REQUIREMENTS STATED IN TMS 602 FOR HOT AND COLD WEATHER
CONSTRUCTION. WHEN TEMPERATURES EXCEED 100 OR 90 WITH WIND VELOCITY > 8 MPH
IMPLEMENT HOT WEATHER REQUIREMENTS OR WHEN TEMPERATURES ARE BELOW 40
IMPLEMENT COLD WEATHER REQUIREMENTS.
SCALE: NO SCALE
TYPICAL BEAM CONNECTION
(N) STEEL CHANNEL
C 6X8.2
T.O. STEEL
RE: PLAN
SCALE: NO SCALE
BRACE FRAME CONNECTION
SCALE: NO SCALE
CATWALK CHANNEL TO EXISTING TYPICAL
3/16
SCALE: NO SCALE
CATWALK POST CONNECTION
EXISTING CATWALK
PL 1/4"x6"
3/16
(N) KICK PLATE
(N) KICK…
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