NewSwitchGearBuildingElevationsDetails_Revision1_02032026.pdf
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- Solicitation number
- 36C24426R0017
About this file
This is an architectural drawing document for a construction project at the James E. Van Zandt Veterans Administration Medical Center in Altoona, Pennsylvania. The drawing set, numbered 08-AE102, depicts the elevations and details for a new switchgear building as part of a larger "FCA Correct Electrical Deficiencies - Phase 1" project. The document is issued at 100% Construction Documents stage, dated February 12, 2025, and was prepared by DELLC (Job No. 220202D) in conjunction with OCMI and Protection Engineering Consultants.
The switchgear building design includes standing seam metal roofing with snow guard rails in dark bronze, brick veneer matching existing campus brick, pre-finished metal clad fascia and frieze, 6-inch pre-finished metal gutters with downspouts to splash blocks, cast stone parapet caps, and stepped footings per structural drawings. The exterior elevations show reinforced 8-inch concrete masonry unit walls with grout-filled cores, R-10 and R-30 rigid insulation, continuous through-wall metal cap flashing, and air sealing details. Construction notes require the contractor to patch and repair affected areas to match existing conditions, field-locate splash blocks based on final downspout locations while avoiding underground utilities, coordinate all penetrations with MEP drawings, and return the area to existing conditions upon completion. The project involves coordination between architectural, structural, mechanical, electrical, and plumbing systems.
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Text version
6" PRE FIN METAL
GUTTER &
DOWNSPOUTS TO
SPLASH BLOCKS
STANDING SEAM METAL ROOF W/
SNOW GUARD RAIL; DARK BRONZE
CONC. TURN DOWN
SLAB, SEE
STRUCTURAL
DRAWINGS
8-AE101
BRICK VENEER TO
MATCH EXISTING
BRICK ON
MEDICAL CENTER
CAMPUS-TYP.
PRE FIN METAL
CLAD FASCIA AND
FRIEZE
6" PRE FIN METAL
GUTTER &
DOWNSPOUTS TO
SPLASH BLOCKS
CAST STONE
PARAPET CAP
STEPPED FOOTINGS, SEE
STRUCTURAL DRAWINGS
BRICK VENEER TO
MATCH EXISTING
BRICK ON
MEDICAL CENTER
CAMPUS-TYP.
6" PRE FIN METAL
GUTTER &
DOWNSPOUTS TO
SPLASH BLOCKS
STANDING SEAM METAL ROOF W/
SNOW GUARD RAIL; DARK BRONZE
PRE FIN METAL
CLAD FASCIA AND
FRIEZE
CONC. TURN DOWN
SLAB, SEE
STRUCTURAL
DRAWINGS
STEPPED FOOTINGS, SEE
STRUCTURAL DRAWINGS
CAST STONE
PARAPET CAP
8-AE101
8-AE102
STEPPED FOOTINGS, SEE
STRUCTURAL DRAWINGS
BRICK VENEER TO
MATCH EXISTING
BRICK ON
MEDICAL CENTER
CAMPUS-TYP.
PRE FIN METAL
CLAD FASCIA AND
FRIEZE
6" PRE FIN METAL
GUTTER &
DOWNSPOUTS TO
SPLASH BLOCKS
CAST STONE
PARAPET CAP
CONC. TURN DOWN
SLAB, SEE
STRUCTURAL
DRAWINGS
STEPPED FOOTINGS, SEE
STRUCTURAL DRAWINGS
BRICK VENEER TO
MATCH EXISTING
BRICK ON
MEDICAL CENTER
CAMPUS-TYP.
PRE FIN METAL
CLAD FASCIA AND
FRIEZE
6" PRE FIN METAL
GUTTER &
DOWNSPOUTS TO
SPLASH BLOCKS
CAST STONE
PARAPET CAP
CONC. TURN DOWN
SLAB, SEE
STRUCTURAL
DRAWINGS
8-AE102
REINFORCED 8" CMU
SEE STRUCTURAL
DRAWING
2" R-10 RIGID
INSULATION
1" AIR SPACE
BRICK VENEER
CAST STONE PARAPET CAP
WIDE FLANGE, SEE
STRUCT. DWGS.
3" GALV.DECK, SEE
STRUCT. DWGS.
R-30 RIGID
INSULATION
STANDING SEAM
ROOFING SYSTEM
PARAPET RAKE TRIM
W/ FLEXIBLE MEMBRANE
VAPOR BARRIER
3"
PRE FIN METAL COUNTER
FLASHING W/ ATTACHMENT
CLIPS, FLASHING TO MATCH
BRICK COLOR
CONTINUOUS SEALANT AND BACKER
ROD AS NECESSARY; BOTH SIDES OF
WALL
1' -9
" P A
R A
LE
L
TO
S
TL
.11
4"EA SIDE
8" SAW CUT DRIP EDGE; BOTH
SIDES OF WALL CAP
CONTINUOUS THRU-WALL
METAL CAP FLASHING
FULLY GROUT TOP
TWO COURSES OF
BLOCK
S.S DOWEL W/ SEALANT AROUND PENETRATIONS THROUGH
FLASHING, MINIMUM 4" DOWEL WITH 2" EMBEDMENT 2" INTO
STONE CAP AND 2" INTO GROUT, MINIMUM
DETAIL NOTE:
8" TYPE 304 S.S DOWEL
SPACING A MINIMUM OF
1' O.C. WITH A MINIMUM
OF 2 DOWELS PER 2'
SEGMENT.
OFFSET DOWEL FROM
REBAR AT MINIMUM OF 6"
STANDING SEAM METAL ROOF SYSTEM
PROVIDE SNOW GUARD RAILS
3" ROOF DECK, SEE
STRUCTURAL DWGS.
6" METAL GUTTER WITH
DOWNSPOUTS TO SPLASH BOCKS
1" AIR SPACE
BRICK VENEER W/ TIES @ 16" O.C.
EACH WAY BRICK FACADE TO
MATCH EXISTING BRICK ON
HOSPITAL CAMPUS
REINFORCED CMU WALL
W/ GROUT FILLED CORES
SEE STRUCTURAL DRAWINGS
2" R-10 RIGID INSULATION
STRUCTURAL STEEL
SEE STRUCTURAL
DRAWINGS
R-30 RIGID INSULATION
OVER VAPOR BARRIER
FRT 2X FASCIA AND FRIEZE W/
PREFIN METAL CLADING
PREFIN. METAL DRIP EDGE
PROVIDE AIR SEALING
RUBBER GASKET AT
ROOF DECK FLUTES
FRT 2X BLOCKING PLATES
3" ROOF DECK, SEE
STRUCTURAL DWGS.
Project Title
DE
PA
RT
M
EN
T
OF
VE
TE
RA
NS
A
FF
AI
RS
Drawing Title Date
Project No.
Drawing No.
Dwg. Of
Approved: Associate Director for Operations:
Approved: Director, Medical Center:
Drawn:Building No: Checked:
Location:
Additions:
Revisions:
1 5 6 7 8
21 3 4 5 6 7 8 on e-qu ar te r i nc h on e fo ot on e-ei gh th in ch o ne fo ot th re e-ei gh th s in ch o ne fo ot on e-ha lf in ch o ne fo ot on e an d on e ha lf in ch o ne fo ot on e in ch o ne fo ot th re e-qu ar te rs in ch o ne fo ot th re e in ch es o ne fo ot
DELLC
JOB No. 220202D
JAMES E. VAN ZANDT
VETERANS
ADMINISTRATION
MEDICAL CENTER
2 3 4
Consultants:Date
Bel Air, Maryland 21015-1457 2215 Conowingo Rd, Suite 100 fax 410.836.6611 410.803.0009
ARCHITECTURE
PLANNING
ENGINEERING
100% CONSTRUCTION DOCUMENTS
BURDETTE KOEHLER MURPHY &
ASSOCIATES, INC.
I CERTIFY THAT THESE DOCUMENT WERE PREPARED OR
APPROVED BY ME, AND THAT I AM A DULY LICENSED
ARCHITECT UNDER THE LAWS OF THE STATE OF
PENNSYLVANIA, LICENSE NUMBER 407296, EXPIRATION DATE
01/01/2026
MECHANICAL, ELECTRICAL &
PLUMBING ENGINEERS
6300 Blair Hill Lane, Suite 400 Baltimore, MD 21209 | www.bkma.com 410.323.0600
RICKERT ENGINEERING INC.
STRUCTURAL ENGINEER
8813 Waltham Woods Rd #301 Parkville, MD 21234 Phone: 410-663-5110
SURVEYING AND MAPPING, LLC
(SAM)
SURVEYING & MAPPING
210 Bridgewater Road Unit 4 Aston, PA 19014
OCMI.
Estimating Scheduling PM/CM
202.337.1066 o | 785.393.7009 c ocmi.com | DVBE | SDVOSB
WHITMAN, REQUARDT &
ASSOCIATES, LLP
CIVIL ENGINEERING
801 South Caroline Street Baltimore, MD 21231
410.235.3450 - FAX: 410.243.5716
FCA CORRECT ELECTRICAL
DEFICIENCIES - PHASE 1
PROTECTION ENGINEERING
CONSULTANTS
100 Creek Road, Suite 102, Dripping Springs, TX 78620 512.380.1988
02-12-2025
JSK/ LER/ BDNCDP
2907 PLEASANT VALLEY BLVD.
ALTOONA, PA 16602
503-21-102
2/ 3/
2:
P
M R
:\2
2\
D
A lto on a
FC
A
C or re ct
E le ct ric al \C ur re nt \D ra w in gs
NEW SWITCH GEAR BUILDING
ELEVATIONS AND DETAILS
08-AE102
8-AE102
SWITCHGEAR BUILDING
EXTERIOR NORTH ELEVATIONS
SCALE: 1/4" = 1'-0"
8-AE102
SWITCHGEAR BUILDING
EXTERIOR EAST ELEVATIONS
SCALE: 1/4" = 1'-0"
8-AE102
SWITCHGEAR BUILDING
EXTERIOR WEST ELEVATIONS
SCALE: 1/4" = 1'-0"
8-AE102
SWITCHGEAR BUILDING
EXTERIOR SOUTH ELEVATIONS
SCALE: 1/4" = 1'-0"
8-AE102
SWITCHGEAR BUILDING PARAPET WALL DETAIL
SCALE: 1" = 1'-0"
8-AE102
SWITCHGEAR EAVE DETAIL
SCALE: 1" = 1'-0"
LEGEND
EXISTING DOORS, FRAMES & ETC.
EXISTING DOORS TO REMAIN
NEW DOOR
TO BE REMOVED
NEW WALLS
EXISTING WALLS TO REMAIN
EXISTING WALLS TO BE REMOVED
NEW 1HR FIRE RATED WALL
GENERAL NOTE:
- CONTRACTOR SHALL PATCH AND REPAIR TO MATCH
EXISTING ANY AREAS THAT ARE AFFECTED BY WORK
BEING DONE UNDER THIS DOCUMENT SET.
- CONTRACTOR TO FIELD LOCATE FINAL SPLASH BLOCK
AND RIP-RAP BASED ON FINAL DOWNSPOUT
LOCATIONS. FINAL DOWNSPOUT LOCATIONS SHALL
AVOID IMPACTING OR INTERSECTING UNDERGROUND
UTILITIES.
A NOTE:
PENETRATIONS TO BE COORDINATED WITH WORK
BEING DONE IN THIS AREA SHOWN WITHIN THIS
DOCUMENT SET. LOCATION OF PENETRATION TO BE
COORDINATED WITH MEP SHEET 08-EL/P-101.
PENETRATIONS TO BE PATCHED TO MATCH EXISTING
AND SEALED WEATHERTIGHT UPON COMPLETION OF
WORK. CONTRACTOR TO CLEAN ANY DEBRIS AND
RETURN AREA TO EXISTING CONDITIONS UPON
COMPLETION OF WORK.
26 101
REV 1: BID RFI 2 02/02/2026
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