HomeMy WebLinkAboutPRESTON-KELLEY 3RD SUBDIVISION - BASIC DEVELOPMENT REVIEW - BDR180029 - SUBMITTAL DOCUMENTS - ROUND 1 - ARCHITECTURAL DETAILSThe RTO Group, Ltd.
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# REVISION OR ISSUE DATE BY
TAB:
# REVISION OR ISSUE DATE BY
STAMP
TITLE:
DESIGNER:
CHECKER:
DATE:
PROJ. #:
FILE:
PLOT SCALE:
DWG SCALE:
ENGINEER:
DWG. NUMBER:
$(GETVAR, "DWGPREFIX") $(GETVAR, "DWGNAME") $(edtime, 0, MON DD"," YYYY - H:MMam/pm)
3420 EAST HARMONY ROAD, FT. COLLINS, CO C
* PH. (719) 637-8850 *
www.secengr.com
2912 BEACON ST. COLORADO SPRINGS, CO 80907
ONSULTING NGINEERS
ORPORATION
NGINEERING
S CHENDT E
C E
Hewlett-Packard
DMO H BUILDING 05 UTILITY SEPARATION
1/9/18 CONSTRUCTION
1:1
AS SHOWN
17120
15'-0" 40'-4"
15'-0"
5'-0"
18'-0"
16'-3"
#3420 EAST
HARMONY ROAD
#3410 EAST
HARMONY ROAD
(CAFE)
T
E
EE
LOT 1
2 ACCESSIBLE SPACES
5 ACCESSIBLE SPACES
16.7'
28.0'
10.5'
8.8'
5.0'
12.8'
5.0'
8.8'
10.5'
28.1'
The RTO Group, Ltd.
! Architects !
3641 West 32nd Avenue Denver, Colorado
303-964-8282
# REVISION OR ISSUE DATE BY
TAB:
# REVISION OR ISSUE DATE BY
STAMP
TITLE:
DESIGNER:
CHECKER:
DATE:
PROJ. #:
FILE:
PLOT SCALE:
DWG SCALE:
ENGINEER:
DWG. NUMBER:
$(GETVAR, "DWGPREFIX") $(GETVAR, "DWGNAME") $(edtime, 0, MON DD"," YYYY - H:MMam/pm)
3420 EAST HARMONY ROAD, FT. COLLINS, CO C
* PH. (719) 637-8850 *
www.secengr.com
2912 BEACON ST. COLORADO SPRINGS, CO 80907
ONSULTING NGINEERS
ORPORATION
NGINEERING
S CHENDT E
C E
Hewlett-Packard
DMO H BUILDING 05 UTILITY SEPARATION
1/9/18 CONSTRUCTION
1:1
AS SHOWN
17120
5'-0"
18'-0"
16'-3"
#3420 EAST
HARMONY ROAD
109.5'
30.2'
68.7'
1.0'
120.6'
34.2'
118.4'
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
ASPHALT
The RTO Group, Ltd.
! Architects !
3641 West 32nd Avenue Denver, Colorado
303-964-8282
# REVISION OR ISSUE DATE BY
TAB:
# REVISION OR ISSUE DATE BY
STAMP
TITLE:
DESIGNER:
CHECKER:
DATE:
PROJ. #:
FILE:
PLOT SCALE:
DWG SCALE:
ENGINEER:
DWG. NUMBER:
$(GETVAR, "DWGPREFIX") $(GETVAR, "DWGNAME") $(edtime, 0, MON DD"," YYYY - H:MMam/pm)
3420 EAST HARMONY ROAD, FT. COLLINS, CO C
* PH. (719) 637-8850 *
www.secengr.com
2912 BEACON ST. COLORADO SPRINGS, CO 80907
ONSULTING NGINEERS
ORPORATION
NGINEERING
S CHENDT E
C E
Hewlett-Packard
DMO H BUILDING 05 UTILITY SEPARATION
1/9/18 CONSTRUCTION
1:1
AS SHOWN
17120
1 SCALE: 1/16'' = 1' - 0''
NEW BOILER ROOM LOCATION PLAN
A B C
1
2
D E E.8 F F.7 G H J K L
1
2
3
4
4.3
5
5.5
6
7
8
9
10
3
4
5
5.5
6
6.3
7
8
The RTO Group, Ltd.
! Architects !
3641 West 32nd Avenue Denver, Colorado
303-964-8282
# REVISION OR ISSUE DATE BY
TAB:
# REVISION OR ISSUE DATE BY
STAMP
TITLE:
DESIGNER:
CHECKER:
DATE:
PROJ. #:
FILE:
PLOT SCALE:
DWG SCALE:
ENGINEER:
DWG. NUMBER:
$(GETVAR, "DWGPREFIX") $(GETVAR, "DWGNAME") $(edtime, 0, MON DD"," YYYY - H:MMam/pm)
3420 EAST HARMONY ROAD, FT. COLLINS, CO C
* PH. (719) 637-8850 *
www.secengr.com
2912 BEACON ST. COLORADO SPRINGS, CO 80907
ONSULTING NGINEERS
ORPORATION
NGINEERING
S CHENDT E
C E
Hewlett-Packard
DMO H BUILDING 05 UTILITY SEPARATION
1/9/18 CONSTRUCTION
1:1
AS SHOWN
17120
2
A200
2
A300
1
A200
3
A200
4
A200
1 SCALE: 1/4'' = 1' - 0''
NEW BOILER ROOM FLOOR PLAN
6'-0"
13/4" 1'-2"
12'-0" 3'-10"
3"
8'-4"
3"
6"
EQUAL 4'-41/2" EQUAL
2"
6"
16'-31/8"
2"
13/4" 1'-2"
6'-6" 8'-10" 7'-6"
The RTO Group, Ltd.
! Architects !
3641 West 32nd Avenue Denver, Colorado
303-964-8282
# REVISION OR ISSUE DATE BY
TAB:
# REVISION OR ISSUE DATE BY
STAMP
TITLE:
DESIGNER:
CHECKER:
DATE:
PROJ. #:
FILE:
PLOT SCALE:
DWG SCALE:
ENGINEER:
DWG. NUMBER:
$(GETVAR, "DWGPREFIX") $(GETVAR, "DWGNAME") $(edtime, 0, MON DD"," YYYY - H:MMam/pm)
3420 EAST HARMONY ROAD, FT. COLLINS, CO C
* PH. (719) 637-8850 *
www.secengr.com
2912 BEACON ST. COLORADO SPRINGS, CO 80907
ONSULTING NGINEERS
ORPORATION
NGINEERING
S CHENDT E
C E
Hewlett-Packard
DMO H BUILDING 05 UTILITY SEPARATION
1/9/18 CONSTRUCTION
1:1
AS SHOWN
17120
1
A300
2
A300
2 SCALE: 1/4'' = 1' - 0''
BUILDING SECTION
1 SCALE: 1/4'' = 1' - 0''
SOUTH ELEVATION
2
A200
2
A200
3 SCALE: 1/4'' = 1' - 0''
WEST ELEVATION
4 SCALE: 1/4'' = 1' - 0''
EAST ELEVATION
2
A300
3'-6" 16'-11/2"
16'-11/2"
1'-2" 1'-2"
3'-0" 2'-0" 3'-0" 2'-0" 3'-0" 3'-0"
3'-0" 2'-0" 3'-0" 2'-0" 3'-0" 3'-0"
2" 1'-71/2" 2" 1'-71/2" 2"
EQUAL 4'-8" EQUAL
2'-0"
The RTO Group, Ltd.
! Architects !
3641 West 32nd Avenue Denver, Colorado
303-964-8282
# REVISION OR ISSUE DATE BY
TAB:
# REVISION OR ISSUE DATE BY
STAMP
TITLE:
DESIGNER:
CHECKER:
DATE:
PROJ. #:
FILE:
PLOT SCALE:
DWG SCALE:
ENGINEER:
DWG. NUMBER:
$(GETVAR, "DWGPREFIX") $(GETVAR, "DWGNAME") $(edtime, 0, MON DD"," YYYY - H:MMam/pm)
3420 EAST HARMONY ROAD, FT. COLLINS, CO C
* PH. (719) 637-8850 *
www.secengr.com
2912 BEACON ST. COLORADO SPRINGS, CO 80907
ONSULTING NGINEERS
ORPORATION
NGINEERING
S CHENDT E
C E
Hewlett-Packard
DMO H BUILDING 05 UTILITY SEPARATION
1/9/18 CONSTRUCTION
1:1
AS SHOWN
17120
1 SCALE: 3/4'' = 1' - 0''
SECTION: WEST WALL
3'-6" 16'-11/2"
4"
MIN
3'-0" 2'-0" 3'-0" 2'-0" 3'-0" 3'-0"
31/2"
1'-2"
T.O.GIRDER = 114'-2"
FIN FLOOR = 100'-0"
4" CONTINUOUS VOID FORM
2'-0" NON-EXPANSIVE COMPACTED FILL
0'-2" SAND
CONTINUOUS POLY VAPOR BARRIER
C.I.P. CONCRETE GRADE BEAM - RE: STRUCTURAL
DRILLED PIER BEYOND - RE: STRUCTURAL
UNDISTURBED EARTH
6" UNIFORMLY GRADED CRUSHED AGGREGATE
6" C.I.P. CONCRETE SLAB REINFORCED W/ #4
BARS @ 12" O.C. EA WAY
2" X 2'-0" CONTINUOUS RIGID FOUNDATION
INSULATION
600T162-54 CONTINUOUS TRACK - SET IN (2)
CONTINUOUS BEADS OF SEALANT
CONTINUOUS PREFINISHED METAL SILL FLASHING
5/8" TYPE-X GYPSUM BOARD
The RTO Group, Ltd.
! Architects !
3641 West 32nd Avenue Denver, Colorado
303-964-8282
# REVISION OR ISSUE DATE BY
TAB:
# REVISION OR ISSUE DATE BY
STAMP
TITLE:
DESIGNER:
CHECKER:
DATE:
PROJ. #:
FILE:
PLOT SCALE:
DWG SCALE:
ENGINEER:
DWG. NUMBER:
$(GETVAR, "DWGPREFIX") $(GETVAR, "DWGNAME") $(edtime, 0, MON DD"," YYYY - H:MMam/pm)
3420 EAST HARMONY ROAD, FT. COLLINS, CO C
* PH. (719) 637-8850 *
www.secengr.com
2912 BEACON ST. COLORADO SPRINGS, CO 80907
ONSULTING NGINEERS
ORPORATION
NGINEERING
S CHENDT E
C E
Hewlett-Packard
DMO H BUILDING 05 UTILITY SEPARATION
1/9/18 CONSTRUCTION
1:1
AS SHOWN
17120
1 SCALE: 3/4'' = 1' - 0''
SECTION: PUMP ROOM
1'-0" 11'-81/2"
1'-0" 13'-0" SLOPE TO DRAIN @ 1/8"/FT 1'-0"
SLOPE TO
DRAIN
1'-0"
8"
16'-1"
T.O. STUDS = 161'-0"
9
5/8" TYPE-X GYPSUM BOARD
600S162-54 METAL STUDS @ 16" O.C.
R-21 FIBERGLASS BATT INSULATION
5/8" EXTERIOR GYPSUM BOARD SHEATHING
CONTINUOUS VAPOR BARRIER
2" INSULATED STEEL WALL PANEL SYSTEM
PREFINISHED TO MATCH EXISTING BUILIDING
600T162-54 CONTINUOUS TRACK - SET IN (2)
CONTINUOUS BEADS OF SEALANT
CONTINUOUS PREFINISHED METAL SILL FLASHING
PATCH EXISTING ROOFING SYSTEM
REMOVE EXISTING ROOFING SYSTEM FOR NEW
FLOOR SLAB
NEW REINFORCED CONCRETE FLOOR SLAB - RE:
STRUCTURAL
The RTO Group, Ltd.
! Architects !
3641 West 32nd Avenue Denver, Colorado
303-964-8282
# REVISION OR ISSUE DATE BY
TAB:
# REVISION OR ISSUE DATE BY
STAMP
TITLE:
DESIGNER:
CHECKER:
DATE:
PROJ. #:
FILE:
PLOT SCALE:
DWG SCALE:
ENGINEER:
DWG. NUMBER:
$(GETVAR, "DWGPREFIX") $(GETVAR, "DWGNAME") $(edtime, 0, MON DD"," YYYY - H:MMam/pm)
3420 EAST HARMONY ROAD, FT. COLLINS, CO C
* PH. (719) 637-8850 *
www.secengr.com
2912 BEACON ST. COLORADO SPRINGS, CO 80907
ONSULTING NGINEERS
ORPORATION
NGINEERING
S CHENDT E
C E
Hewlett-Packard
DMO H BUILDING 05 UTILITY SEPARATION
1/9/18 CONSTRUCTION
1:1
AS SHOWN
17120
1 SCALE: 3/4'' = 1' - 0''
SECTION: PUMP ROOM
VARIES
(1'-0" MAX)
11'-41/2"
1'-0"
SLOPE TO DRAIN
@ 1/8" / FT
VARIES SLOPE TO DRAIN
@ 1/8" / FT
1'-0"
9'-9"
11'-8"
9'-5"
T.O. STUDS = 161'-0"
D.8 E
PATCH EXISTING ROOFING SYSTEM
REMOVE EXISTING ROOFING SYSTEM FOR NEW
FLOOR SLAB
EXISTING REINFORCED CONCRETE ROOF SLAB
TO REMAIN
5/8" TYPE-X GYPSUM BOARD
600S162-54 METAL STUDS @ 16" O.C.
R-21 FIBERGLASS BATT INSULATION
5/8" EXTERIOR GYPSUM BOARD SHEATHING
CONTINUOUS VAPOR BARRIER
The RTO Group, Ltd.
! Architects !
3641 West 32nd Avenue Denver, Colorado
303-964-8282
# REVISION OR ISSUE DATE BY
TAB:
# REVISION OR ISSUE DATE BY
STAMP
TITLE:
DESIGNER:
CHECKER:
DATE:
PROJ. #:
FILE:
PLOT SCALE:
DWG SCALE:
ENGINEER:
DWG. NUMBER:
$(GETVAR, "DWGPREFIX") $(GETVAR, "DWGNAME") $(edtime, 0, MON DD"," YYYY - H:MMam/pm)
3420 EAST HARMONY ROAD, FT. COLLINS, CO C
* PH. (719) 637-8850 *
www.secengr.com
2912 BEACON ST. COLORADO SPRINGS, CO 80907
ONSULTING NGINEERS
ORPORATION
NGINEERING
S CHENDT E
C E
Hewlett-Packard
DMO H BUILDING 05 UTILITY SEPARATION
1/9/18 CONSTRUCTION
1:1
AS SHOWN
17120
4 TRASH SCALE: 3/4'' = 1' - ENCLOSURE 0'' SECTION
3 TRASH SCALE: 3/4'' = 1' - ENCLOSURE 0'' FRONT ELEVATION
2 PAVEMENT SCALE: 3/4'' = 1' - 0'' SECTION
1 TRASH SCALE: 3/4'' = 1' - ENCLOSURE 0'' PLAN
4
A303
2
A303
4
A303
4
A303
2
A303
8" 9'-0" 8"
1'-6" 7'-0"
4" 1'-0" 4"
2"
2'-5" 2'-6"
3" 8'-6" 3"
9'-0"
7'-0"
2" 2"
4'-0"
2"
4'-0"
2"
3"
4'-41/2" 4'-41/2"
3'-101/2" 3'-101/2"
8" 3" 8'-6" 3" 8"
3" 7'-6" 3"
10" 9'-2" 5'-0" 2'-0"
15'-0"
5'-0"
15'-0"
8" 8'-0"
2"
4" 1'-9"
VARIES
5'-0" 2'-0"
5'-0"
6'-6"
3"
1"
3'-4"
3'-4"
HSS 3" X 3" X 1/4" STEEL POST @ 4'-0"
O.C.
3" X 3" X 3/8" STEEL CAP PLATE - WELD
TO POST & GRIND SMOOTH
CONTINUOUS GALVANIZED 26 GA J-
METAL FLASHING - PAINT TO MATCH
BUILDING
1-1/2" X 16 GA GALVANIZED STEEL
DECK - INSTALL FLUTES VERTICAL &
PAINT TO MATCH BUIDLING
∠ 3" X 3" X 1/4" WELDED TO HSS STEEL
POSTS - TYP
CONTINUOUS GALVANIZED 26 GA L-
METAL FLASHING - PAINT TO MATCH
BUILDING
6" X 6" X 1/2" WELD PLATE W/ (4) 3/4" X
5" H.A. STUDS - 2 PER POST TYP
COMPACTED BACKFILL
UNDISTURBED EARTH
3/8"
TYP
NEW 6" C.I. P. CONCRETE SLAB-ON-GRADE W/
6" X 6" W2.9 X W2.9 WWF - CENTER IN SLAB -
SLOPE TO DRAIN 1": 10'-0"
(2) #5 BARS CONT T & B
GALVANIZED 26 GA PREFORMED
CORNER FLASHING - PAINT TO MATCH
BUILDING
1-1/2" X 16 GA GALVANIZED STEEL
DECK - INSTALL FLUTES VERTICAL &
PAINT TO MATCH BUIDLING
CONTINUOUS GALVANIZED 26 GA L-
METAL FLASHING - PAINT TO MATCH
BUILDING
6" X 6" X 1/2" WELD PLATE W/ (4) 3/4" X
6" H.A. STUDS @ EA POST
1-1/2" X 16 GA GALVANIZED STEEL
DECK IN ∠ 3" X 3" X 3/8" STEEL ANGLE
FRAME - INSTALL FLUTES VERTICAL
∠ 3" X 3" X 3/8" STEEL ANGLE GATE
FRAME
HSS 3" X 3" X 1/4" STEEL POST
HIGH-LOAD BALL BEARING WELD-ON
SURFACE MOUNTED HINGE (3) EACH GATE
1" X 1" STEEL BAR BRACE - WELD TO
GATE FRAME BEHIND METAL PANELS
1-1/4"Ø X 8" STEEL PIPE SLEEVE CAST
INTO THICKENED SLAB EDGE
HSS 3" X 3" X 1/4" STEEL POST @ 4'-0"
O.C.
CONTINUOUS GALVANIZED 26 GA J-
METAL FLASHING - PAINT TO MATCH
BUILDING
1-1/2" X 16 GA GALVANIZED STEEL
DECK - INSTALL FLUTES VERTICAL &
PAINT TO MATCH BUIDLING
HIGH-LOAD BALL BEARING WELD-ON
SURFACE MOUNTED HINGE (3) EACH GATE DETAIL A
HEAVY-DUTY 1" X 24" WELD-ON CANE
BOLT (1) EACH GATE
DETAIL B
∠ 3" X 3" X 3/8" STEEL ANGLE GATE
FRAME
∠ 2" X 2" X 1/4" x 1'-0" STEEL ANGLE
BRACE @ CANE BOLT
DETAIL "A"
B
A
NEW 6" C.I. P. CONCRETE SLAB-ON-
GRADE W/ 6" X 6" W2.9 X W2.9 WWF -
CENTER IN SLAB
SLOPE TO DRAIN 1" : 10'-0"
MATCH EXISTING
FLOW LINE
SLOPE DOWN TO EXISTING
FLOW LINE
± 5" ABOVE EXISTING
FLOW LINE
SLOPE TO DRAIN @ ± 1:10
± 6" ABOVE EXISTING
FLOW LINE
SLOPE
DOWN
SLOPE
DOWN
MATCH EXISTING GRADE MATCH EXISTING GRADE
NEW PROPERTY LINE - RE: CIVIL FOR CONTINUATION
REMOVE 4" TOPSOIL BEHIND
CURB & GUTTER
REMOVE EXISTING CONCRETE
CURB & GUTTER
NEW 6" C.I. P. CONCRETE SLAB-ON-
GRADE APRON W/ 6" X 6" W2.9 X W2.9
WWF REINFORCING - CENTER IN SLAB
SEE PLAN
REMOVE EXISTING ASHPALT
PAVEMENT
REMOVE EXISTING GRAVEL
BASE COURSE AS REQ'D FOR
NEW CONC SLAB
EXISTING GRAVEL BASE
COURSE TO REMAIN
UNDISTURBED EARTH
NEW 6" C.I. P. UNREINFORCED
CONCRETE SLAB
1/2" CONT JOINT MATERIAL W/ SEALANT
(2) #5 BARS CONT T & B
NEW 6" C.I. P. CONCRETE SLAB-ON-
GRADE W/ 6" X 6" W2.9 X W2.9 WWF -
CENTER IN SLAB
SLOPE TO DRAIN 1" : 10'-0"
NEW 6" C.I. P. UNREINFORCED
CONCRETE SLAB
6"
3/8" 6"
#5 @ 1'-4"
1/2" CONT JOINT MATERIAL W/ SEALANT
8'-6"
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RICHARD E.
TEVES
B-2312
A303
NEW TRASH ENCLOSURE
03/05/18
REVISE SITE GRADE
08/31/2018
2" INSULATED STEEL WALL PANEL SYSTEM
PREFINISHED TO MATCH EXISTING BUILIDING
600T162-54 CONTINUOUS TRACK - SET IN (2)
CONTINUOUS BEADS OF SEALANT
CONTINUOUS PREFINISHED METAL SILL FLASHING
NEW REINFORCED CONCRETE FLOOR SLAB - RE:
STRUCTURAL
1.5B18 METAL DECK
1/2" DENS-DECK OR EQUAL THERMAL BARRIER
600S162-54 METAL STUD JOISTS @ 16" O.C. -
CENTER ABOVE WALL STUDS @ EACH END
600T162-54 METAL TRACK
R-30 RIGID INSULATION
1/2" COVER BOARD
CONTINUOUS 2X TREATED NAILERS
ADHERED 60-MIL EPDM MEMBRANE ROOF
ADHERED 60-MIL EPDM FLASHING
PREFINISHED METAL CAP FLASHING MATCHING
EXISTING BUILDING WALL PANEL SYSTEM
5/8" EXTERIOR GYPSUM BOARD SHEATHING
600S162-54 METAL STUDS @ 16" O.C.
600T162-54 METAL TRACK
2X CONTINUOUS TREATED NAILER
D'O NOTES @ LEFT
CONTINUOUS METAL GUTTER & DOWNSPOUT
CONTINUOUS METAL DRIP EDGE & FLASHING
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RICHARD E.
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B-2312
A302
PUMP ROOM SECTION
08/31/2018
1.5B18 METAL DECK
R-30 RIGID INSULATION
1/2" COVER BOARD
CONTINUOUS 2X TREATED NAILERS
ADHERED 60-MIL EPDM MEMBRANE ROOF
ADHERED 60-MIL EPDM FLASHING
PREFINISHED METAL CAP FLASHING MATCHING
EXISTING BUILDING WALL PANEL SYSTEM
5/8" EXTERIOR GYPSUM BOARD SHEATHING
600S162-54 METAL STUDS @ 16" O.C.
600T162-54 METAL TRACK
2X CONTINUOUS TREATED NAILER
1/2" DENS-DECK OR EQUAL THERMAL BARRIER
600S162-54 METAL STUD JOISTS @ 16" O.C. -
CENTER ABOVE WALL STUDS @ EACH END
600T162-54 METAL TRACK
EXISTING REINFORCED CONCRETE ROOF SLAB
TO REMAIN
600T162-54 CONTINUOUS TRACK - SET IN (2)
CONTINUOUS BEADS OF SEALANT
5/8" TYPE-X GYPSUM BOARD
600S162-54 METAL STUDS @ 16" O.C.
NEW FLOOR DRAIN - RE: MECHANICAL
REMOVE EXISTING EXTERIOR METAL PANELS (@
STAIR ENCLOSURE CORNERS) & EIFS SYSTEM
EXISTING METAL STUD FRAMING & FIBERGLASS
INSULATION TO REMAIN
600S162-54 METAL STUD JOISTS @ 16" O.C. -
CENTER ABOVE WALL STUDS @ EACH END
600T162-54 METAL TRACK
ADHERED 60-MIL EPDM FLASHING
CONTINUOUS TERM BAR & SEALANT
NEW CONTINUOUS PREFINISHED METAL FLASHING
EXISTING METAL CAP FLASHING TO REMAIN
(REMOVE & REINSTALL AS NECESSARY FOR NEW
WORK)
T.O. EXISTING STUDS = 161'-0"
1
A302
2 SCALE: 1/4'' = 1' - 0''
EAST ELEVATION
1
A302
3 SCALE: 1/4'' = 1' - 0''
NORTH ELEVATION
1
A301
4 SCALE: 1/4'' = 1' - 0''
WEST ELEVATION
3'-0" 3'-0" 3'-0" 2'-0"
11'-41/2"
3'-0" 3'-0" 3'-0" 2'-0"
11'-41/2"
3'-0" 3'-0" 3'-0" 2'-0"
11'-41/2"
T.O. STUDS = 161'-0"
T.O. CURB = 149'-71/2"
PREFINISHED METAL CAP
FLASHING TO MATCH
EXISTING
INSULATED METAL WALL
PANELS TO MATCH
EXISTING
H.M. DOOR & FRAME PAINT
TO MATCH EXISTING
NEW 4" X 4" METAL
GUTTER & DN SPOUT
PAINT TO MATCH
EXISTING BLDG
TRIM & FLASHING
9
EXISTING BUILDING NEW CONSTRUCTION
9
NEW CONSTRUCTION EXISTING BUILDING
E D.8
T.O. STUDS = 161'-0"
T.O. CURB = 149'-71/2"
PREFINISHED METAL CAP
FLASHING TO MATCH
EXISTING
INSULATED METAL WALL
PANELS TO MATCH
EXISTING
T.O. STUDS = 161'-0"
T.O. CURB = 149'-71/2"
PREFINISHED METAL CAP
FLASHING TO MATCH
EXISTING
INSULATED METAL WALL
PANELS TO MATCH
EXISTING
NEW 4" X 4" METAL
GUTTER & DN SPOUT -
PAINT TO MATCH
EXISTING BLDG
TRIM & FLASHING
EXSITING METAL PANEL SYSTEM
EXISTING E.I.F.S. EXTERIOR WALL FINISH SYSTEM
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RICHARD E.
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B-2312
A301
PUMP ROOM SECTION & ELEVATIONS
08/31/2018
600S162-54 METAL STUDS @ 16" O.C.
R-21 FIBERGLASS BATT INSULATION
5/8" EXTERIOR GYPSUM BOARD SHEATHING
CONTINUOUS VAPOR BARRIER
2" INSULATED STEEL WALL PANEL SYSTEM
PREFINISHED TO MATCH EXISTING BUILIDING
1.5B18 METAL DECK
R-30 RIGID INSULATION
1/2" COVER BOARD
CONTINUOUS 2X TREATED NAILERS
ADHERED 60-MIL EPDM MEMBRANE ROOF
ADHERED 60-MIL EPDM FLASHING
PREFINISHED METAL CAP FLASHING MATCHING
EXISTING BUILDING WALL PANEL SYSTEM
5/8" EXTERIOR GYPSUM BOARD SHEATHING
600S162-54 METAL STUDS @ 16" O.C.
600T162-54 METAL TRACK
2X CONTINUOUS TREATED NAILER
W 18 X 50 STEEL BEAM W/ 2-HOUR SPRAY-ON
FIREPROOFING (UL ASSEMBLY # D925 NOT
SHOWN FOR CLARITY) - RE: STRUCTURAL
CONTINUOUS 6" X 6" X 5/16" STEEL EDGE ANGLE
1/2" DENS-DECK OR EQUAL THERMAL BARRIER
D.7
T.O. STUDS = 116'-11/2"
W 21 X 55 STEEL GIRDER W/ 2-HOUR SPRAY-ON
FIREPROOFING (UL ASSEMBLY # D925) - RE:
STRUCTURAL
FIRE PROOFING OPTION
PROVIDE 2-HR MINERAL FIBER BEAM ENCLOSURE
UL DESIGN S-301 IN LIEU OF SPRAY ON FIRE
PROOFING - SEE DETAIL SHEET A200
3 SCALE: 3/4'' = 1' - 0''
SECTION: EAST WALL
16'-11/2"
3'-0" 2'-0" 3'-0" 2'-0" 3'-0" 3'-0"
31/2"
1'-0" 1'-0"
91/8" 91/8"
1'-2"
T.O. GIRDER = 114'-10"
4" CONTINUOUS VOID FORM
2'-0" NON-EXPANSIVE COMPACTED FILL
0'-2" SAND
CONTINUOUS POLY VAPOR BARRIER
C.I.P. CONCRETE GRADE BEAM - RE: STRUCTURAL
DRILLED PIER BEYOND - RE: STRUCTURAL
UNDISTURBED EARTH
6" UNIFORMLY GRADED CRUSHED AGGREGATE
6" C.I.P. CONCRETE SLAB REINFORCED W/ #4
BARS @ 12" O.C. EA WAY
2" X 2'-0" CONTINUOUS RIGID FOUNDATION
INSULATION
600T162-54 CONTINUOUS TRACK - SET IN (2)
CONTINUOUS BEADS OF SEALANT
CONTINUOUS PREFINISHED METAL SILL FLASHING
5/8" TYPE-X GYPSUM BOARD
600S162-54 METAL STUDS @ 16" O.C.
R-21 FIBERGLASS BATT INSULATION
5/8" EXTERIOR GYPSUM BOARD SHEATHING
CONTINUOUS VAPOR BARRIER
2" INSULATED STEEL WALL PANEL SYSTEM
PREFINISHED TO MATCH EXISTING BUILIDING
1.5B18 METAL DECK
R-30 RIGID INSULATION
1/2" COVER BOARD
CONTINUOUS 2X TREATED NAILERS
ADHERED 60-MIL EPDM MEMBRANE ROOF
ADHERED 60-MIL EPDM FLASHING
PREFINISHED METAL CAP FLASHING MATCHING
EXISTING BUILDING WALL PANEL SYSTEM
5/8" EXTERIOR GYPSUM BOARD SHEATHING
600S162-54 METAL STUDS @ 16" O.C.
600T162-54 METAL TRACK
2X CONTINUOUS TREATED NAILER
600S162-54 METAL STUD BOX BEAM HEADER
CONTINUOUS PREFINISHED METAL FLASHING
RUSKIN 52" X 18" LOUVER - CENTER EACH WAY IN
METAL WALL PANEL - VERIFY EXACT ROUGH
OPENING DIMENSIONS PRIOR TO INSTALLING
FRAMING - RE: MECH FOR ADDITIONAL DTLS
600T162-54 CONTINUOUS TRACK
CONTINUOUS 3" X 3" X 1/4" STEEL EDGE ANGLE
1/2" DENS-DECK OR EQUAL THERMAL BARRIER
E.5
FIN FLOOR = 100'-0"
T.O. STUDS = 116'-11/2"
CONTINUOUS PREFINISHED METAL SILL FLASHING
600S162-54 METAL STUD BOX BEAM HEADER
CONTINUOUS PREFINISHED METAL FLASHING
RUSKIN 52" X 18" LOUVER - CENTER EACH WAY IN
METAL WALL PANEL - VERIFY EXACT ROUGH
OPENING DIMENSIONS PRIOR TO INSTALLING
FRAMING - RE: MECH FOR ADDITIONAL DTLS
600T162-54 CONTINUOUS TRACK
W 18 X 50 STEEL BEAM W/ 2-HOUR SPRAY-ON
FIREPROOFING (UL ASSEMBLY # D925 NOT
SHOWN FOR CLARITY) - RE: STRUCTURAL
W 21 X 55 STEEL GIRDER W/ 2-HOUR SPRAY-ON
FIREPROOFING (UL ASSEMBLY # D925) - RE:
STRUCTURAL
FIRE PROOFING OPTION
PROVIDE 2-HR MINERAL FIBER BEAM ENCLOSURE
UL DESIGN S-301 IN LIEU OF SPRAY ON FIRE
PROOFING - SEE DETAIL SHEET A200
2 SCALE: 3/4'' = 1' - 0''
SECTION: NORTH WALL
1'-2" 5'-0"
EXISTING 2" INSULATED STEEL WALL PANEL
SYSTEM TO REMAIN
1.5B18 METAL DECK
R-30 RIGID INSULATION
1/2" COVER BOARD
CONTINUOUS 2X TREATED NAILERS
ADHERED 60-MIL EPDM MEMBRANE ROOF
ADHERED 60-MIL EPDM FLASHING
CONTINUOUS TERM BAR & SEALANT
CONTINUOUS 3" X 3" X 1/4" STEEL EDGE ANGLE
1/2" DENS-DECK OR EQUAL THERMAL BARRIER
EXISTING VAPOR BARRIER OVER 5/8" EXTERIOR
GYPSUM BOARD SHEATHING ON 6" METAL STUD
EXTERIOR WALL TO REMAIN
NEW CONTINUOUS PREFINISHED METAL FLASHING
REMOVE EXISTING 2" INSULATED METAL WALL
PANELS AND VAPOR BARRIER; PATCH DAMAGE
TO GYP BD UNDERLAYMENT (FILL, MUD, TAPE)
T.O. STEEL = 108'-6"
FASTEN EXISTING 6" METAL WALL STUDS TO NEW
600T162-30 CONTINUOUS TRACK
NEW W1 X 23 STEEL HEADER - RE: STUCTURAL
REMOVE EXISTING 2" INSULATED METAL WALL
PANELS AND VAPOR BARRIER; REMOVE EXISTING
GYP BD SHEATHING, METALS STUDS & INTERIOR
GYPSUM BOARD WALL FINISH
2'-0" NON-EXPANSIVE COMPACTED FILL
0'-2" SAND
CONTINUOUS POLY VAPOR BARRIER
6" UNIFORMLY GRADED CRUSHED AGGREGATE
6" C.I.P. CONCRETE SLAB REINFORCED W/ #4
BARS @ 12" O.C. EA WAY
REMOVE SILL FLASHING & METAL TRACK
1/2" EXP JOINT MATERIAL & SEALANT
FIN FLOOR = 100'-0"
EXISTING C.I.P. CONCRETE FLOOR SLAB & GRADE
BEAM TO REMAIN
10 11
W 18 X 50 STEEL BEAM W/ 2-HOUR SPRAY-ON
FIREPROOFING (UL ASSEMBLY # X-1234) - RE:
STRUCTURAL
FIRE PROOFING OPTION
PROVIDE 2-HR MINERAL FIBER BEAM ENCLOSURE
UL DESIGN S-301 IN LIEU OF SPRAY ON FIRE
PROOFING - SEE DETAIL SHEET A200
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B-2312
A300
WALL SECTIONS
08/31/2018
8'-0"
1'-0"
1'-6"
D.7 E.5
T.O. GIRDER = 114'-2"
FIN FLOOR = 100'-0"
T.O. GIRDER = 114'-10"
FIN FLOOR = 100'-0"
T.O. STUDS = 116'-11/2" T.O. STUDS = 116'-11/2"
D.7 E.5
T.O. STUDS = 116'-11/2"
FIN FLOOR = 100'-0"
PREFINISHED METAL CAP FLASHING
TO MATCH EXISTING
INSULATED METAL WALL PANELS
TO MATCH EXISTING
INSULATED METAL WALL PANELS
TO MATCH EXISTING (ACCENT COLOR)
10 11 12
12 11 10
T.O. STUDS = 116'-11/2"
FIN FLOOR = 100'-0"
T.O. STUDS = 116'-11/2"
FIN FLOOR = 100'-0"
H.M. DOOR & FRAME PAINT
TO MATCH EXISTING
PREFINISHED METAL CAP FLASHING
TO MATCH EXISTING
INSULATED METAL WALL PANELS
TO MATCH EXISTING
INSULATED METAL WALL PANELS
TO MATCH EXISTING (ACCENT COLOR)
PREFINISHED METAL CAP FLASHING
TO MATCH EXISTING
INSULATED METAL WALL PANELS
TO MATCH EXISTING
INSULATED METAL WALL PANELS
TO MATCH EXISTING (ACCENT COLOR)
INTAKE AIR LOUVERS - PAINT
TO MATCH WALL PANELS
ZURN #Z165 X 3" COMBINATION ROOF & OVERFLOW
DRAIN W/ LOW SILHOUETTE DOMES & DOUBLE
TOP-SET DECK PLATE
3" Ø CAST-IRON NO-HUB DRAIN LEADER
(2 REQ'D)
ZURN #Z199 X 3" NICKLE BRONZE BODY
NO-HUB DOWNSPOUT NOZZLE W/ STD
DECORATIVE FACE OF WALL FLANGE
(2 REQ'D)
ZURN #Z199 X 3" NICKLE BRONZE BODY
NO-HUB DOWNSPOUT NOZZLE W/ STD
DECORATIVE FACE OF WALL FLANGE
(2 REQ'D)
FIRE PROOFING OPTION
PROVIDE 2-HR MINERAL FIBER BEAM ENCLOSURE
UL DESIGN S-301 IN LIEU OF SPRAY ON FIRE
PROOFING - SEE DETAIL THIS SHEET
https:3//database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/sh…73741824&version=versionless&parent_id=1073984818&sequence=1 Page 1 of
BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States
BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
See General Information for Fire-resistance Ratings - ANSI/UL 263 Certified for United States
Design Criteria and Allowable Variances
See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada
Design Criteria and Allowable Variances
Design No. S301
February 07, 2003
Restrained Beam Ratings — 1, 1-1/2 or 2 Hr (See Item 6)
Unrestrained Beam Ratings — 1, 1-1/2 & 2 Hr (See Item 6)
This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design
Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See
Guide BXUV or BXUV7
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such
BXUV.S301 - Fire-resistance Ratings - ANSI/UL 263 as Canada), respectively. 6/5/18, 7)11 AM
https:3//database.ul.com/cgi-bin/XYV/template/LISEXT/1FRAME/sh…73741824&version=versionless&parent_id=1073984818&sequence=1 Page 2 of
1. Steel Beam — W8x28 min size.
2. Roof Covering* — Consisting of hot mopped, cold application or single ply materials, compatible with insulations
described herein which provide Class A, B or C coverings. See Roofing Materials and Systems Directory-Roof Covering
Materials (TEVT).
3. Mineral And Fiber Boards* — 24 by 48 in. boards applied in single or multiple layers. Boards secured to steel roof
deck units and previous layer of insulation, if multiple layers are used, with adhesive.
JOHNS MANVILLE
4. Adhesive* — (Optional) Applied to steel roof deck units in 1/2 in. wide ribbons approx 6 in. OC at 0.4 gal per 100 sq
ft. See Adhesive (BYWR) category for names of manufacturers.
5. Steel Roof Deck — (Unclassified) — Fluted, No. 22 MSG, galv 1-1/2 in. deep with 3-1/2 in. wide flutes spaced 6 in.
OC. Ends overlapped at supports a min of 1-1/2 in. and welded to supports, 12 in. OC, max. Adjacent units button
punched, welded or screwed together along side joints.
6. Mineral and Fiber Boards — Boards cut in various widths to be compatible with the size of beam being protected.
Boards placed parallel with the flange of the beams are cut the width of the flange. Boards placed parallel with the web of
the beams are cut the width of the beam (web side) plus twice the board thickness. The voids created by the flutes above
the beam to be filled with mineral wool batts having a nom density of 4 lb per cu ft.
Restrained and Unrestrained
Beam Ratings, Hr Min Nominal Thkns In.
1 3/4
1-1/2 3/4
2 1-1/2
ALBI MFG, DIV OF STANCHEM INC — Type Dri-Clad
7. Noggings — Min 1-1/2 in. thick, pieces of mineral and fiber board (See Item 6). Cut to friction fit between beam
flanges; located at horizontal butted joints of adjacent mineral and fiber board sections (Item 6) on the web sides of the
beam.
8. Fasteners — The boards are fastened to the noggings and to each other by means of spiral type screws, spaced a max
of 6 in. OC. The fasteners are installed on both sides of horizontal joints.
* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification
(such as Canada), respectively.
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B-2312
A200
BOILER ROOM SECTIONS & ELEVATIONS
08/31/2018
1'-2" 13/4"
17'-0"
25'-2"
1'-0" 1'-0"
NEW BOILER RM
FIN FLOOR:100'-0" ARCH =
4919.0 CIVIL
MECH RM (E)
FIN FLOOR = 100'-0"
STAIR HALL (E)
D.8
E E.7
F
D.7 E.5
12
11
UP
NEW PR. 4'-0" X 8'-0" X 1-3/4" INSULATED
HOLLOW METAL DOORS IN STEEL FRAME
W/ WELDED SEAMS & 2 PR BUTTS EA LEAF.
LEVER TYPE EGRESS STOREROOM FUNCTION
LOCKSET & CLOSER @ ACTIVE LEAF; T&B
MECHANICAL FLUSH BOLTS & ASTRAGAL @
DUMM LEAF; THRESHOLD & WEATHERSEAL
REMOVE EXISTING METAL PANEL WALL
SYSTEM, METAL STUD FRAMING & INSULATION
RE: STRUCTURAL FOR NEW HEADER
D.9 E.1
NEW 6'-0" X 10'-4" X 0'-6" CAST-IN-PLACE
CONCRETE LANDING
FOOR DRAIN LEADERS
RE: ROOF PLAN - 3/A100
BRACKET MTD FIRE
EXTINGUISHER - RE:
SPECS FOR DETAILS
TYP OF 2
FIRE PROOFING OPTION:
PROVIDE GYP BD COLUMN ENCLOSURE
PER GYP ASSOC FILE NO CM 2452 @
EA OF 6 COLUMNS IN LIEU OF SPRAY-ON
FIRE PROOFING (RE: DETAIL THIS SHEET)
1
A302
1
A301
2 SCALE: 1/4'' = 1' - 0''
NEW PUMP ROOM FLOOR PLAN (@ ROOF)
2
A301
3
A301
6"
15'-0"
6"
6"
10'-6"
6"
1'-0"
9'-8"
1'-0"
1'-0"
14'-1"
1'-0"
D.8 E E.7
SLOPE FLOOR TO
DRAIN @ 1/8" / FT
NEW 3'-0" X 8'-0" X 1-3/4" INSULATED
HOLLOW METAL DOOR IN STEEL FRAME
W/ WELDED SEAMS & 2 PR. BUTTS, LEVER
TYPE STOREROOM FUNCTION LOCKSET,
CLOSER, THRESHOLD & WEATHERSEAL
F.D. - RE:
MECH
2
A200
3 SCALE: 1/4'' = 1' - 0''
NEW BOILER ROOM ROOF PLAN
2'-0"
EQUAL EQUAL
E E.7
F
D.7 E.5
12
11
D.9 E.1
ROOF SLOPES 2%
TAPERED INSULATION
@ 2% MIN SLOPE
TAPERED INSULATION
@ 2% MIN SLOPE
2%
SLOPE
ZURN #Z165 X 3" COMBINATION
ROOF & OVERFLOW DRAIN W/ LOW
SILHOUETTE DOMES & DOUBLE
TOP-SET DECK PLATE
5'-0" PRECAST CONCRETE
SPLASH BLOCK @ EACH
DOWNSPOUT BELOW
ADHERED 60-MIL EPDM
MEMBRANE ROOF OVER R-30
RIGID INSULATION
ROOF DRAIN DESIGN CRITERIA
TOTAL NEW ROOF AREA: 388 SF
100 YR 1-HOUR RAINFALL: 2"
DRAIN: CIRCULAR DRAIN & VERTICAL CONDUCTOR
DRAIN SIZE PROVIDED: 3"
3" DRAIN COVERAGE: 4,400 SF
OVERFLOW DRAIN SIZE PROVIDED: 3"
GA-600-2006 FIRE RESISTANCE DESIGN MANUAL 145
COLUMNS, NONCOMBUSTIBLE
GA FILE NO. CM 2452 GENERIC 2 HOUR
FIRE
Fire Test: UL NC505, 77NK1747;
6-13-77,
UL Design X528
GYPSUM WALLBOARD, STEEL STUDS
Base layer 1/2" type X gypsum wallboard applied without horizontal joints to 1
5/8" steel studs
located at each corner of TS4x4x0.188 tube steel column with 1" Type S drywall screws
24” o.c. Second layer 1/2" type X gypsum board applied without horizontal joints with
13/4" Type S drywall screws 12" o.c. and wire tied with 18 ga. wire 24" o.c. Face layer
5/8" type X gypsum wallboard applied without horizontal joints to studs with 21
/4" Type S
drywall screws 12" o.c. Metal cornerbead applied to all corners with 1" Type S drywall
screws 12" o.c. in each flange. Joint compound 1/16" thick applied over corner bead.
GA FILE NO. CM 2601 GENERIC 2 HOUR
FIRE
Fire Test: UL NC505-(1-6), 71NK2639,
12-23-75;
UL NC505, 77NK1518;
UL Design X526
GYPSUM WALLBOARD, STEEL COLUMN COVER
Base layer 1/2" type X gypsum wallboard applied around W6x15.5 column and held in place
with paper masking tape. Second layer 1/2" type X gypsum wallboard applied around
column and held in place with paper masking tape. Third layer either No. 24 MSG
galvanized steel column cover consisting of two L-shaped sections with snap-lock sheet
steel joints or No. 22 MSG galvanized steel column covers consisting of two L-shaped
sections with lap joints fastened with No.8x1/2" sheet metal screws 12" o.c. Face layer
1/2" type X gypsum wallboard applied without horizontal joints to column cover with 1"
Type S drywall screws 8" o.c. spaced 1" from vertical edges. Metal cornerbead attached
to all corners with 1" type S drywall screws 12" o.c. in each flange.
GA FILE NO. CM 2600 GENERIC 2 HOUR
FIRE
Fire Test: UL NC505-(1-6), 71NK2639,
12-23-75;
UL NC505, 77NK1518;
UL Design X526
GYPSUM WALLBOARD, STEEL COLUMN COVER
Base layer 1/2" type X gypsum wallboard applied around W6x15.5 column and held in place
with paper masking tape. Second layer 1/2" type X gypsum wallboard applied around
column and held in place with paper masking tape. Third layer 1/2" type X gypsum
wallboard applied around column and held in place with paper masking tape. Face layer
either No. 24 MSG galvanized steel column cover consisting of two L-shaped sections
with snap-lock sheet steel joints or No. 22 MSG galvanized steel column covers
consisting of two L-shaped sections with lap joints fastened with No.8x1/2" sheet metal
screws 12" o.c.
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TEVES
B-2312
A101
FLOOR PLANS
08/31/2018
9
10
A B C D D.2 D.8 E E.7
F G H J K L
D.7 E.5
12
11
SEE 1/A101 FOR ENLARGED PLAN
NEW GROUND FLOOR BOILER ROOM
SEE 2/A101 FOR ENLARGED PLAN
NEW ROOF PUMP ROOM ABOVE
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B-2312
A100
LOCATION PLAN
08/31/2018
FIRE-RESISTANCE
RATINGS TABLE 601: TYPE I-B
STRUCTURAL FRAME 2-HR
BEARING WALLS 2-HR
NON-BEARING WALLS 0-HR
FLOORS 2-HR
ROOFS 1-HR
TABLE 602: SEPARATION DISTANCE
X ≥ 30 (GROUP B, S-1, S-2, H-3) 0-HR
TABLE 705.8: MAX AREA EXTERIOR OPENINGS
X ≥ 30, UNPROTECTED, SPRINKLERED NO REQMT
PROJECT AREA ± 432 S.F. GROUND FLOOR BOILER ROOM
± 194 S.F. ROOF LEVEL PUMP ROOM
OCCUPANT LOAD: EXISTING - NOT EFFECTED BY PROJECT SCOPE
REQUIRED EXITS: EXISTING - NOT EFFECTED BY PROJECT SCOPE
COMMON PATH EGRESS TRAVEL: 100 FT MAX
UNCHANGED BY PROJECT SCOPE
TOILET FIXTURES NOT EFFECTED BY PROJECT SCOPE
PROJECT DATA
REFERENCE CODES 2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL FIRE CODE
2015 INTERNATIONAL PLUMBING CODE
2015 INTERNATIONAL MECHANICAL CODE
2017 NATIONAL ELECTRIC CODE
2015 INTERNATIONAL ENERGY CONSERVATION CODE
ANSI 117.1 (CURRENT EDITION)
CONSTRUCTION TYPE I-B
FIRE SPRINKLER FULLY AUTOMATIC SPRINKLERED
FIRE ALARM AUTOMATIC
BUILDING
OCCUPANCY GROUP B, OFFICE
ALLOWABLE AREA UNLIMITED
ALLOWABLE HEIGHT 12 STORIES, 180 FT
ACTUAL HEIGHT 3-STORIES, 61 FT
OCCUPANCY
SEPARATIONS EXISTING - NOT EFFECTED BY PROJECT SCOPE
CONCRETE PATH
BUILDING 5
PROPERTY LINE
T
T
PROPOSED LOCATION OF
12 X 16 BIKE SHELTER
STEAM
MANHOLE
NEW BOILER RM
ADDITION - RE:
SHEET A100
NEW BOILER RM
ADDITION - RE:
SHEET A100
LIGHT
POLE
LIGHT
POLE
NEW 4" C.I.P. CONCRETE
SLAB W/ THICKENED EDGE
ELECT VAULT
MANHOLE
NEW PROPERTY LINE
LOT 2 TO LOT 3 - RE:
CIVIL FOR ADDITIONAL
DETAILS
NEW GAS METER PAD
RE: 2 & 3/A001
COURTYARD
EXISTING SECURITY FENCE
TO REMAIN
LOT 2
LOT 1
EXIST PROPERTY LINE
LOT 1 TO LOT 2 - RE:
CIVIL FOR ADDITIONAL
DETAILS
LOT 2
LOT 3
EXISTING GAS METER(S)
& CONC PAD TO REMAIN
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
NEW NDS #1882 1-PIECE CATCH BASIN W/
#1815 18" SQ. GALVANIZED STEEL GRATE
RIM EL = ±4922.0
INV OUT = ±4920.75
55'-0" 8" PVC STORM DRAIN @ 6%
ASTM 3034, SDR 35
INV EL = ± 4917.45
± 19'-0" 8" PVC ST
DRAIN @ 6%
INV IN = ± 4916.31
EXISTING STORM SEWER INLET
RIM EL = 4921.44
INV EL = 4912.14
T.O. OUTLET PIPE = 4913.84
(N) FIRE SPRINKLER
SYSTEM DRAIN
DAYLIGHT FIRE SPRINKLER SYSTEM
DRAIN INTO NEW CATCH BASIN W/ 90º
ELBOW DOWN
EXISTING STORM SEWER
OUTLET PIPE
3
A001
2 GAS SCALE: 3/4'' METER = 1' - 0'' PAD ENLARGED PLAN
3
A001
3 GAS SCALE: 3/4'' METER = 1' - 0'' PAD SECTION
6'-8"
8"
7'-4"
8" 6'-0" 8"
VERIFY EXACT NORTH-SOUTH LOCATION
RELATIVE TO EXISTING PAD & GAS MAIN
W/ LOCAL UTILITY PRIOR TO EXCAVATION
3'-0"
VARIES
V.I.F.
6'-0" 8"
±4"
C L
EXISTING GAS LINE RISER AND METER
STACK TO REMAIN
EXISTING SECURITY FENCE TO REMAIN
EXISTING CONCRETE PAD TO REMAIN
PROVIDE SLEEVED OPENING THROUGH
SLAB FOR NEW GAS LINE - VERIFY EXACT
SIZE & LOCATION W/ XCEL ENERGY
NEW 6" C.I. P. CONCRETE SLAB-ON-
GRADE PAD W/ 6" X 6" W2.9 X W2.9 WWF
REINFORCING - CENTER IN SLAB
1/2" CONT JOINT MATERIAL W/ SEALANT
12
24 #5 BENT BARS @ 1'-6" 0.C.
APPROX LINE OF EXISTING GRADE
8" C.I.P. CONC WALL W/ (2) #5 CONT T & B
3/4" CHAMFER OUTSIDE EDGES
COMPACTED BACKFILL
EXISTING SECURITY FENCE TO REMAIN
UNDISTURBED EARTH
EXISTING CONCRETE METER PAD
TO REMAIN
SIM
NOTE: PROVIDE ALTERNATE PRICE TO
SLOPE TOP OF SIDE WALLS TO FOLLOW
APPROXIMATE LINE OF EXISTING GRADE
NORTH SITE PLAN/NEW WORK LOCATION PLAN
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RICHARD E.
TEVES
B-2312
A001
GAS METER PAD
04/23/18
ADD GAS METER PAD
08/31/2018
16.7'
49.3'
170.4'
33.1'
22.7'
10.8'
13.7'
10.8'
10.5'
120.6'
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110) AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
SIGN
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
MAILBOX
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
AeccDbCogoPoint (AeccLand110)
CONCRETE PATH
CONCRETE
ASPHALT
ASPHALT
CONCRETE PATH
CONCRETE PATH
SIGN
BUILDING 5 IRRIGATION CONTROL BOXES ON CONCRETE PAD
PROPERTY LINE
T
T
PROPOSED LOCATION OF
12 X 16 BIKE SHELTER
STEAM
MANHOLE
NEW BOILER RM
ADDITION - RE:
SHEET A100
NEW BOILER RM
ADDITION - RE:
SHEET A100
NEW TRASH
ENCLOSURE -
RE: SHEET A303
LIGHT
POLE
LIGHT
POLE
NEW 4" C.I.P. CONCRETE
SLAB W/ THICKENED EDGE
ELECT VAULT
MANHOLE
NEW PROPERTY LINE
LOT 2 TO LOT 3 - RE:
CIVIL FOR ADDITIONAL
DETAILS
EXISTING BIKE SHELTER
TO BE REMOVED & RELOCATED
EXISTING SECURITY FENCE
TO REMAIN
LOT 2
LOT 1
EXIST PROPERTY LINE
LOT 1 TO LOT 2 - RE:
CIVIL FOR ADDITIONAL
DETAILS
LOT 2
LOT 3
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
LIGHT
POLE
NEW NDS #1882 1-PIECE CATCH BASIN W/
#1815 18" SQ. GALVANIZED STEEL GRATE
RIM EL = ±4922.0
INV OUT = ±4920.75
55'-0" 8" PVC STORM DRAIN @ 6%
ASTM 3034, SDR 35
INV EL = ± 4917.45
± 19'-0" 8" PVC ST
DRAIN @ 6%
INV IN = ± 4916.31
EXISTING STORM SEWER INLET
RIM EL = 4921.44
INV EL = 4912.14
T.O. OUTLET PIPE = 4913.84
(N) FIRE SPRINKLER
SYSTEM DRAIN
DAYLIGHT FIRE SPRINKLER SYSTEM
DRAIN INTO NEW CATCH BASIN W/ 90º
ELBOW DOWN
EXISTING STORM SEWER
OUTLET PIPE
NORTH SITE PLAN/NEW WORK LOCATION PLAN
2
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RICHARD E.
TEVES
B-2312
A000
SITE LOCATION PLAN
03/05/18
REVISE SITE GRADE
08/20/18
FIRE SPRINKLER DRAIN
1
2
08/31/2018