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CIVIL GENERAL NOTES
C1.01
BY
DA
TE
RE
VIS
ION
S
M&
O S
AN
D S
TO
RA
GE
FA
CIL
ITIE
SA
LASK
A D
OT &
PU
BLI
C F
AC
ILIT
IES
PR
OJE
CT N
O. 5
28
59
GIR
DW
OO
D, A
LASK
A
SITE PLAN - GIRDWOOD1
SHEET NOTES
C2.01
SHEET C2.01 POINT TABLE
BY
DA
TE
RE
VIS
ION
S
M&
O S
AN
D S
TO
RA
GE
FA
CIL
ITIE
SA
LASK
A D
OT &
PU
BLI
C F
AC
ILIT
IES
PR
OJE
CT N
O. 5
28
59
GIR
DW
OO
D, A
LASK
A
A
B
1 TRAFFIC BOLLARD
A EARTHWORK SECTION (LOOKING WESTWARD)
B EARTHWORK SECTION (LOOKING NORTHWARD)
1 TRAFFIC BOLLARD
B2 CULVERT SECTION/BIKE PATH CROSSING
C3.013 ELECTRIC SERVICE CABLE TRENCH
BY
DA
TE
RE
VIS
ION
S
M&
O S
AN
D S
TO
RA
GE
FA
CIL
ITIE
SA
LASK
A D
OT &
PU
BLI
C F
AC
ILIT
IES
PR
OJE
CT N
O. 5
28
59
GIR
DW
OO
D, A
LASK
A
ARCHITECTURAL ABBREVIATIONS
AND
ANGLE
AT
CENTERLINE
DIAMETER OR ROUND
POUND OR NUMBER
ASPHALTIC CONCRETE
ACOUSTICAL CEILING TILE
ACOUSTICAL
ADDITION
ALTERNATE
ALUMINUM
APPROXIMATE
ASPHALT
AVERAGE
BOARD
BUILDING
BLOCKING
BENCH MARK
BOTTOM OF
BOTH SIDE
BRITISH THERMAL UNIT
BUILT-UP ROOF
CATCH BASIN
CEMENT
CAST IRON
CIRCULAR
CEILING
CORRUGATED METAL PIPE
CONCRETE MASONRY UNIT
COLUMN
COMPOSITION
CONCRETE
CONSTRUCTION
CONTINUOUS
CORRIDOR
COLD ROLLED
COLD ROLLED CHANNEL
CERAMIC TILE
CENTER
CONTRACTOR FURNISHED
CONTRACTOR INSTALLED
DOUBLE
DEPARTMENT
DRINKING FOUNTAIN
DETAIL
DIAMETER
DIAGONAL
DIMENSION
DISPENSER
DEAD LOAD
DOWN
DOWNSPOUT
DRAWINGS
DISHWASHER
EAST
EACH
ELEVATION
ELEVATOR
ELECTRICAL
EQUAL
EQUIPMENT
EACH SIDE
EXISTING
EXPANSION
EXPOSED AGGREGATE
EXPANSION JOINT
EXTERIOR
FLAT BAR
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH
FINISH FLOOR
FLUOURESCENT
FACE OF BLOCK
FACE OF FINISH
FACE OF STUD
FACE OF (CONC. ETC.)
FIREPROOFING
FIRE-RETARDANT TREATED
FOOT OR FEET
FOOTING
FURRING
FUTURE
GAUGE
GALLON
GALVANIZED
GRAB BAR
GALVANIZED IRON
GLASS
GYPSUM WALL BOARD
GYMNASIUM
GYPSUM
HOSE BIB
HOLLOW CORE
HARDWOOD
HARDWARE
HOLLOW METAL
HOLLOW METAL FRAME
HORIZONTAL
HIGH POINT
HOUR
HEIGHT
HOT WATER
HIGHWAY
INSIDE DIAMETER
INCHES
INSULATION
INTERIOR
JANITOR
JOINT
KITCHEN
LABORATORY
LAMINATE OR LAMINATED
LAVATORY
POUND
LEFT HAND
LIVE LOAD
LOW POINT
MATERIAL
MAXIMUM
MECHANICAL
METAL
MANUFACTURER
MANHOLE
MINIMUM OR MINUTE
MISCELLANEOUS
MASONRY OPENING
METAL PLATE CONNECTED
MULLION
MICROWAVE
NORTH
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OFFICE
OWNER FURNISHED CONTRACTOR INSTALLED
OWNER FURNISHED OWNER INSTALLED
OVERHEAD
OPENING
OPPOSITE
PARALLEL
PARTITION
PERFORATED
PERMANENT
PERPENDICULAR
PRECASE INSULATED CONC.
PLATE
PLASTIC LAMINATE
PLASTER
PLYWOOD
PAIR
PREFABRICATED
PROJECT
POINT
PAPER TOWEL DISPENSER
RISER OR RADIUS
ROOF DRAIN
REFERENCE
REFRIGERATOR
REINFORCING
REQUIRED
RIGHT HAND
RAIN LEADER
ROOM
ROUGH OPENING
RIGHT OF WAY
SOUTH
SANITARY
SOLID CORE
SCHEDULE
SECTION
SHEATHING
SHEET
SIMILAR
SANITARY NAPKIN DISPENSER
SPECIFICATIONS
SQUARE
SANITARY SEWER
STAINLESS STEEL
STANDARD
STEEL
STORAGE
STRUCTURAL
STORM SEWER
SUSPENDED
SYMMETRICAL
TACKBOARD
TELEPHONE
TEMPORARY
TERRAZZO
TONGUE AND GROOVE
THROUGH
TOP OF (EG. CONCRETE)
TOP OF STEEL
TELEVISION
TYPICAL
UNDERWRITERS LAB.
UNFINISHED
VINYL COMPOSITION TILE
VERTICAL
VESTIBULE
VAPOR RETARDER
WEST
WITH
WATER CLOSET
WOOD
WITHOUT
WATERPROOF
WEIGHT
ACOUS
ADD
ALT
ALUM
APPROX
ASPH
AVG
BD
BLDG
BLKG
BM
B.O.
B.S.
BTU
BUR
CB
CEM
C.I.
CIRC
CLG
C.M.P.
CMU
COL
COMP
CONC
CONSTR
CONT
COR
C.R.
C.R.C.
C.T.
CTR
C.F.C.I.
DBL
DEPT
D.F.
DTL
DIAM
DIAG
DIM
DISP
DL
DN
DS
DWG
DIW
E
EA
ELEV
ELECT
EQ
EQUIP
E.S.
EXIST
EXP
EXP AGG
EXP JT.
EXT
F.B.
F.D.
FDN
F.E.
F.E.C.
FIN
F.F.
FLUOUR
F.O.B.
F.O.F.
F.O.S.
F.O.
FRPF
FRT
FT
FTG
FURR
FUT
GA.
GAL.
GALV
G.B.
G.I.
GL
GWB
GYM
GYP
H.B.
H.C.
HDWD
HDWR
H.M.
H.M.F.
HORIZ
H.P.
HR
HT
HW
HWY
I.D.
IN.
INSUL
INT
JAN
JT
KIT
LAB
LAM
LAV
LB
LH
LLL
L.P.
MAT
MAX
MECH
MTL
MFR
M.H.
MIN
MISC
M.O.
MPC
MUL
MW
N
N.I.C.
NUM
NOMI
N.T.S.
O.C.
O.D.
OFF
O.F.C.I.
O.F.O.I.
OH
OPNG
OPP
PARA
PART
PERF
PERM
PERP
P.I.C.
PL
PLAM
PLAST
PLYWD
PR
PREFAB
PROJ
PT
P.T.D.
R
RD
REF
REFR
REINF
REQD
RH
RL
RM
R.O.
R.O.W.
S
SAN
S.C.
SCHED
SECT
SHEATH
SHT
SIM
S.N.D.
SPEC
SQ
S.S.
S.ST.
STAN
STL
STOR
STRUCT
ST.S.
SUSP
SYM
T.B.
TEL
TEMP
TERR
T & G
THRU
T.O.
T.O.S
TEL
TY
U.L.
UNFIN
VCT
VERT
VEST
VR
W
W/
W.C.
WD
W/O
WP
WT
ACTAC
#0
@
&
CL
ARCHITECTURAL DRAWING CONVENTIONS
PROJECT NORTH ARROW
ROOF SLOPE
GRIDLINES
DOOR NUMBER
BUILDING/ WALL SECTION
VERTICAL CONTROL POINT
DETAIL
ROOM INDICATOR
ELEVATION
REVISIONS
PARTITION TYPE
MATCHLINE
123-1
GRID LINES
NUMERIC GRIDS RUN
SECTION NO.
CATEGORY
ROOM NUMBER
ROOM NAME
NUMBERREVISION
DOOR # BY ROOM
ROOM NUMBER
T.O. STEEL
DOOR SWINGS INTO
N
ALPHA GRIDS RUN
1
A
HORIZONTALLY
VERTICALLY
N2.02
E1.01
B1
A5.02
ELEV. 10'-0"
C1
A4.03
1
SCIENCECLASSROOM
101
PARTITION
ASSEMBLY
REFER TO PARTITION TYPES
SHEET NUMBER
CATEGORY
DETAIL NO.
SHEET NUMBER
ELEVATION NO.
CATEGORY
SHEET NUMBER
SHADED SIDE OF THE
MATCHLINE IS SIDE
UNDER
CONSIDERATION
X
XX
W2F2
RUN
RISE
ARCHITECTURE DRAWINGS INDEX
GENERALCAT SHEET TITLE
A 100 ABBREVIATIONS, DRAWING INDEX, LOCATION MAP, GENERAL NOTES,
DRAWING CONVENTIONS & CODE REVIEW
A 101 FLOOR PLAN
A 201 BUILDING ELEVATIONS
A 202 BUILDING ELEVATIONS
A 301 BUILDING SECTIONS
A 302 WALL SECTIONS
A 601 DOOR SCHEDULE, FINISH SCHEDULE & DETAILS
LOCATION MAP
A 303 MECHANICAL ENCLOSURE PLAN, WALL SECTIONS & DETAILS
A 102 REFLECTED CEILING PLAN
A 501 EXTERIOR DETAILS
ARCHITECTURAL GENERAL NOTES
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE MOST RECENTLY
ADOPTED EDITION OF THE INTERNATIONAL BUILDING CODE, THE INTERNATIONAL
MECHANICAL CODE, THE NATIONAL ELECTRICAL CODE, AND ALL OTHER
APPLICABLE LOCAL AND ALASKA STATE CODE REQUIREMENTS AND AMENDMENTS.
ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE, FACE OF CMU,
TO CENTERLINE OF STRUCTURAL COLUMN, OR TO STRUCTURAL GRIDLINE
UNLESS NOTED OTHERWISE.
ALL MATERIALS INDICATED SHALL BE ASSUMED TO BE NEW UNLESS SPECIFICALLY
NOTED AS EXISTING.
REFER TO ENLARGED PLANS FOR DIMENSIONAL CLARIFICATIONS.
DO NOT SCALE THE DRAWINGS TO OBTAIN CONSTRUCTION DIMENSIONS.
1.
2.
3.
4.
5.
CODE INFORMATION
CODE: INTERNATIONAL BUILDING CODE 2006 EDITION AS AMENDED BY THE
MUNICIPALITY OF ANCHORAGE
ACTUAL AREA
ACTUAL AREA: 11,100 SF
OCCUPANCY GROUP
S-2, LOW HAZARD STORAGE
NO REQUIRED SEPARATIONS
CONSTRUCTION TYPE: II-B 26,000 SF PER FLOOR, 3 STORIES
FIRE SPRINKLER SYSTEM: NO (PER CHAPTER 9, SECTION 903.2.9, ONLY S-2 OCCUPANCIES THAT ARE
PARKING GARAGES ARE REQUIRED TO HAVE SPINKLERS.)
ALLOWABLE AREA:
Aa = {At +[At X If] + [At X Is]}
Aa = {26,000 sf + [26,000 sf X .75] + [0]
Aa = 45,500 sf > 11,100 sf, FLOOR OK
OCCUPANT LOAD:
23 OCCUPANTS
ACTUAL EGRESS WIDTH:
(1) 3' X 6' PERSONNEL DOORS: 32"
REQUIRED EGRESS WIDTH:
0.2"/OCC X 23 OCC = 4.6"< 32" : OK
IBC 311.3
IBC TABLE 503
TABLE 503 &
IBC 506.1
IBC TABLE 1004.1
IBC 1008.1.1
& IBC 1005.1
SEE FLOOR PLAN ON SHEET A101 FOR EXITING AND OCCUPANT CALCULATIONS
75 1500 300225
25 75 1500
Plot
Dat
e:D
raw
ing
File
:
52859
PLANS DEVELOPED BY:
PLANS DEVELOPED BY:
SHEET NUMBER
SH
EE
T TI
TLE
:
STATE PROJECT No.DATECHECKEDDRAWNDESIGN
PR
OJE
CT
:
BY
DAT
ER
EVIS
ION
SA
RC
HIT
ECTS
ALA
SKA
, IN
C.
RECORD DRAWINGDATE: 8-23-13
NOTE: THE INFORMATION CONTAINEDHEREIN IS TAKEN FROM CONTRACTDOCUMENTS, DCVR'S CHANGEORDERS, AND INFORMATIONPROVIDED BY THE CONTRACTOR.THERE IS NO GUARANTEE AS TO THEACCURACY OF THE INFORMATIONCONTAINED HERE IN.ALL INFORMATION SHOULD BE FIELDVERIFIED BEFORE OTHER WORKPROCEEDS.
8/23/2013 4:21:48 PM
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Girdwood,Birchwood\dwg\Revit\12045_Arch_Central_01_04_12.rvt
ABBR
E VIA
TIO
NS,
DR
AWIN
G IN
DEX
,LO
CAT
ION
MA P
,G
E NE R
AL N
OTE
S ,D
RAW
ING
CO
NVE
NTI
ON
S&
CO
DE
REV
IEW
ALAS
KA D
OT&P
F FA
CILIT
IES
PROJ
ECT
No. 5
2859
M&O
SAND
STO
RAGE
FAC
ILITI
ES
12.22.2011
SLH
DLM
A100
GIRD
WOO
D &
BIRC
HWOO
D
SLH
GIRDWOOD LOCATION MAP
BIRCHWOOD LOCATION MAPN
N
SAND
STORAGE
BUILDING
SAND
STORAGE
BUILDING
B1
A201
-
-
A1
A201
1 2 3 4 5 6 7 8 9
A
B
C
D
B1A301
A1A301
18' - 9" 18' - 9" 18' - 9" 18' - 9" 18' - 9" 18' - 9" 18' - 9"18' - 9"
A1
A202
B1
A202
101
26' -
10"
23' -
8"
26' -
10"
77' -
4"
75' -
0"
CLE
AR
103
A1A302
102
150' - 0"
A303C3
23 OCCUPANTS
F.E.
F.E.
B2A 501 ABOVE
----
LEGEND
XYZ OCCUPANTS
F.E.
EXIT DISCHARGE/ALLOWABLE OCCUPANTS AT DISCHARGE
FIRE EXTINGUISHER
ILLUMINATED EXIT SIGN
SQUARE FOOTAGE/ROOM OCCUPANT LOAD (PER IBC TABLE 1004.2.1)
= NUMBER OF OCCUPANTS
EXIT
# / # = # OCCUPANTS
Plot
Dat
e:D
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File
:
52859
PLANS DEVELOPED BY:
PLANS DEVELOPED BY:
SHEET NUMBER
SH
EE
T TI
TLE
:
STATE PROJECT No.DATECHECKEDDRAWNDESIGN
PR
OJE
CT
:
BY
DAT
ER
EVIS
ION
SA
RC
HIT
ECTS
ALA
SKA
, IN
C.
RECORD DRAWINGDATE: 8-23-13
NOTE: THE INFORMATION CONTAINEDHEREIN IS TAKEN FROM CONTRACTDOCUMENTS, DCVR'S CHANGEORDERS, AND INFORMATIONPROVIDED BY THE CONTRACTOR.THERE IS NO GUARANTEE AS TO THEACCURACY OF THE INFORMATIONCONTAINED HERE IN.ALL INFORMATION SHOULD BE FIELDVERIFIED BEFORE OTHER WORKPROCEEDS.
8/23/2013 4:24:57 PM
W:\2011\11017.01 PDC DOTPF Sand Storage Bldgs
Girdwood,Birchwood\dwg\Revit\12045_Arch_Central_01_04_12.rvt
FLO
OR
PL A
N
ALAS
KA D
OT&P
F FA
CILIT
IES
PROJ
ECT
No. 5
2859
M&O
SAND
STO
RAGE
FAC
ILITI
ES
12.22.2011
SLH
DLM
A101
GIRD
WOO
D &
BIRC
HWOO
D
SLH
1/8" = 1'-0"A101A1 FLOOR PLAN
CONCRETE BASE
WALL
DOOR
AS SCHEDULED
DOOR AS SCHEDULED
CONCRETE APRON
- SEE CIVIL
CONCRETE WALL
PIER - SEE
STRUCTURAL
STEEL BOLLARD
FILLED WITH
CONCRETE
CONCRETE STOOP
- SEE CIVIL
11,100 SF / 500 SF PER
OCCUPANT = 23 OCCUPANTS
MAGNESIUM
CHLORIDE TANK -
SEE MECHANICAL
EQUIPMENT
ENCLOSURE -
SEE MECHANICAL
STEEL BOLLARDS
FILLED WITH
CONCRETE
NOTE: SEE CIVIL SITE PLANS FOR ORIENTATION OF BUILDING FLOOR PLAN AT GIRDWOOD AND BIRCHWOOD SITES
END ELEVATION 1
SIDE ELEVATION 1
SIDE ELEVATION 2
END ELEVATION 2
MAGNESIUM
CHLORIDE TANK AND
MECHANICAL ENCLOSURE
AT BIRCHWOOD
LOCATION - CONTRACTOR
TO STUB OUT UTILITIES FOR
FUTURE RELOCATE, WORK
SAME AS TANK & ENCLOSURE
ON OPPOSITE END
BUCKET SPRAYER,
STAINLESS STEEL
FRAME - SEE
MECHANICAL
CONSTRUCTION
JOINT AT SLAB -
SEE STRUCTURAL
CONSTRUCTION JOINT AT STEM
WALL - SEE STRUCTURAL
B1
A201
-
-
A1
A201
1 2 3 4 5 6 7 8 9
A
B
C
D
B1A301
A1A301
A1
A202
B1
A202
LEGEND
ELECTRICAL ITEMS, SEE ELECTRICAL DRAWINGS
LIGHTING FIXTURE, LINEAR LAMPS
LIGHTING FIXTURE, WALL MOUNTED
MECHANICAL ITEMS, SEE MECHANICAL DRAWINGS
INFRARED HEATING UNITS
Plot
Dat
e:D
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52859
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EE
T TI
TLE
:
STATE PROJECT No.DATECHECKEDDRAWNDESIGN
PR
OJE
CT
:
BY
DAT
ER
EVIS
ION
SA
RC
HIT
ECTS
ALA
SKA
, IN
C.
RECORD DRAWINGDATE: 8-23-13
NOTE: THE INFORMATION CONTAINEDHEREIN IS TAKEN FROM CONTRACTDOCUMENTS, DCVR'S CHANGEORDERS, AND INFORMATIONPROVIDED BY THE CONTRACTOR.THERE IS NO GUARANTEE AS TO THEACCURACY OF THE INFORMATIONCONTAINED HERE IN.ALL INFORMATION SHOULD BE FIELDVERIFIED BEFORE OTHER WORKPROCEEDS.
8/23/2013 4:25:57 PM
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RE F
LEC
TED
CEI
L IN
GPL
ANAL
ASKA
DOT
&PF
FACI
LITIE
SPR
OJEC
T No
. 528
59
M&O
SAND
STO
RAGE
FAC
ILITI
ES
12.22.2011
Author
Checker
A102
GIRD
WOO
D &
BIRC
HWOO
D
Designer
1/8" = 1'-0"A102A1 FLOOR PLAN
LIGHT FIXTURES - SEE ELECTRICAL
INFRARED HEATERS - SEE ELECTRICAL
METAL ROOF PURLINS, TYPICAL
METAL BUILDING FRAMES
OPEN TO STRUCTURE
EXTERIOR LIGHT
FIXTURE - SEE ELECTRICAL
AIR INTAKE - SEE MECHANICAL
CEILING MOUNTED FIXTURE
AT ENCLOSURE - SEE ELECTRICAL
AIR EXHAUST -
SEE MECHANICAL
FLOOR PLAN0"
ABCD A1A301
TOP OF EAVE HEIGHT
24'-0" A.F.F.
FLOOR PLAN0"
123456789
B1A301
Plot
Dat
e:D
raw
ing
File
:
52859
PLANS DEVELOPED BY:
PLANS DEVELOPED BY:
SHEET NUMBER
SH
EE
T TI
TLE
:
STATE PROJECT No.DATECHECKEDDRAWNDESIGN
PR
OJE
CT
:
BY
DAT
ER
EVIS
ION
SA
RC
HIT
ECTS
ALA
SKA
, IN
C.
RECORD DRAWINGDATE: 8-23-13
NOTE: THE INFORMATION CONTAINEDHEREIN IS TAKEN FROM CONTRACTDOCUMENTS, DCVR'S CHANGEORDERS, AND INFORMATIONPROVIDED BY THE CONTRACTOR.THERE IS NO GUARANTEE AS TO THEACCURACY OF THE INFORMATIONCONTAINED HERE IN.ALL INFORMATION SHOULD BE FIELDVERIFIED BEFORE OTHER WORKPROCEEDS.
8/23/2013 4:56:14 PM
W:\2011\11017.01 PDC DOTPF Sand Storage Bldgs
Girdwood,Birchwood\dwg\Revit\12045_Arch_Central_01_04_12.rvt
BUIL
DIN
G E
LEVA
T IO
NS
ALAS
KA D
OT&P
F FA
CILIT
IES
PROJ
ECT
No. 5
2859
M&O
SAND
STO
RAGE
FAC
ILITI
ES
12.22.2011
SLH
DLM
A201
GIRD
WOO
D &
BIRC
HWOO
D
SLH
1/8" = 1'-0"A201B1 END ELEVATION 1
1/8" = 1'-0"A201A1 SIDE ELEVATION 1
INSULATED METAL PANELS, TYPICAL
INSULATED METAL ROOF PANELS, TYPICAL
CONCRETE WALL PIER
AT BUILDING FRAME -
SEE STRUCTURAL
CORRUGATED METAL PANELS
OVER CONCRETE WALL BASE
INSULATED METAL
ROOF PANELS, TYPICAL
CONCRETE WALL PIER
AT BUILDING FRAME - SEE
STRUCTURAL
MECHANICAL
EQUIPMENT
ENCLOSURE
MAGNESIUM
CHLORIDE
TANK
EXTERIOR LIGHT FIXTURE - SEE
ELECTRICAL
EXTERIOR LIGHT
FIXTURES - SEE
ELECTRICAL
HOOD AND AIR INTAKE
LOUVER - SEE
MECHANICAL
CORRUGATED METAL
PANELS OVER CONCRETE
WALL BASE
CONCRETE FOOTING
- SEE STRUCTURAL
CONCRETE FOOTING
- SEE STRUCTURAL
CONCRETE FILLED
BOLLARD - SEE CIVIL
LOUVER HOOD
- SEE MECHANICAL
INFRARED HEATER
AIR INTAKE - SEE
MECHANICAL
FLOOR PLAN0"
1 2 3 4 5 6 7 8 9
B1A301
FLOOR PLAN0"
A B C DA1
A301
A1
A501
B1
A501
Plot
Dat
e:D
raw
ing
File
:
52859
PLANS DEVELOPED BY:
PLANS DEVELOPED BY:
SHEET NUMBER
SH
EE
T TI
TLE
:
STATE PROJECT No.DATECHECKEDDRAWNDESIGN
PR
OJE
CT
:
BY
DAT
ER
EVIS
ION
SA
RC
HIT
ECTS
ALA
SKA
, IN
C.
RECORD DRAWINGDATE: 8-23-13
NOTE: THE INFORMATION CONTAINEDHEREIN IS TAKEN FROM CONTRACTDOCUMENTS, DCVR'S CHANGEORDERS, AND INFORMATIONPROVIDED BY THE CONTRACTOR.THERE IS NO GUARANTEE AS TO THEACCURACY OF THE INFORMATIONCONTAINED HERE IN.ALL INFORMATION SHOULD BE FIELDVERIFIED BEFORE OTHER WORKPROCEEDS.
8/23/2013 4:56:57 PM
W:\2011\11017.01 PDC DOTPF Sand Storage Bldgs
Girdwood,Birchwood\dwg\Revit\12045_Arch_Central_01_04_12.rvt
BUIL
DIN
G E
LEVA
T IO
NS
ALAS
KA D
OT&P
F FA
CILIT
IES
PROJ
ECT
No. 5
2859
M&O
SAND
STO
RAGE
FAC
ILITI
ES
12.22.2011
SLH
DLM
A202
GIRD
WOO
D &
BIRC
HWOO
D
SLH
1/8" = 1'-0"A202A1 SIDE ELEVATION 2
1/8" = 1'-0"A202B1 END ELEVATION 2
INSULATED METAL ROOF PANELS, TYPICAL
INSULATED METAL PANELS, TYPICAL
CONCRETE WALL PIER
AT BUILDING FRAME
- SEE STRUCTURAL
INSULATED METAL ROOF PANELS, TYPICAL
DOOR AS SCHEDULED
412
DOOR AS SCHEDULED
MAGNESIUM CHLORIDE
TANK - SEE MECHANICAL
MECHANICAL EQUIPMENT
ENCLOSURE - SEE MECHANICAL
INSULATED METAL PANELS, TYPICAL
CORRUGATED METAL
PANELS OVER CONCRETE
WALL BASE
EXTERIOR LIGHT
FIXTURE - SEE
ELECTRICAL
STEEL BOLLARDS FILLED
WITH CONCRETE -
SEE CIVIL
CORRUGATED METAL
PANELS OVER
CONCRETE WALL BASE
HOOD AND
EXHAUST FAN
LOUVER - SEE
MECHANICAL
EXTERIOR LIGHT
FIXTURE -
SEE ELECTRICAL
CONCRETE FOOTING
- SEE STRUCTURAL
INFRARED HEATER EXHAUST
- SEE MECHANICAL
FLOOR PLAN0"
1 2 3 4 5 6 7 8 9
B1A301
A302A2
FLOOR PLAN0"
ABCDA1
A301
A302A3
TOP OF EAVE
24'-0" A.F.F.
Plot
Dat
e:D
raw
ing
File
:
52859
PLANS DEVELOPED BY:
PLANS DEVELOPED BY:
SHEET NUMBER
SH
EE
T TI
TLE
:
STATE PROJECT No.DATECHECKEDDRAWNDESIGN
PR
OJE
CT
:
BY
DAT
ER
EVIS
ION
SA
RC
HIT
ECTS
ALA
SKA
, IN
C.
RECORD DRAWINGDATE: 8-23-13
NOTE: THE INFORMATION CONTAINEDHEREIN IS TAKEN FROM CONTRACTDOCUMENTS, DCVR'S CHANGEORDERS, AND INFORMATIONPROVIDED BY THE CONTRACTOR.THERE IS NO GUARANTEE AS TO THEACCURACY OF THE INFORMATIONCONTAINED HERE IN.ALL INFORMATION SHOULD BE FIELDVERIFIED BEFORE OTHER WORKPROCEEDS.
8/23/2013 4:38:51 PM
W:\2011\11017.01 PDC DOTPF Sand Storage Bldgs
Girdwood,Birchwood\dwg\Revit\12045_Arch_Central_01_04_12.rvt
BUIL
DIN
G S
ECTI
ON
S
ALAS
KA D
OT&P
F FA
CILIT
IES
PROJ
ECT
No. 5
2859
M&O
SAND
STO
RAGE
FAC
ILITI
ES
12.22.2011
SLH
DLM
A301
GIRD
WOO
D &
BIRC
HWOO
D
SLH
1/8" = 1'-0"A301A1
LONGITUDINAL BUILDINGSECTION
1/8" = 1'-0"A301B1
TRANSVERSE BUILDINGSECTION
412
A 501A3
A 501B3
A 501C3
10' -
0"
A601A2
A 501C1
A1
A601
B2
A601
A601C2
A601C3
A601A3
B3
A601
A 501C1
A 501B3
Plot
Dat
e:D
raw
ing
File
:
52859
PLANS DEVELOPED BY:
PLANS DEVELOPED BY:
SHEET NUMBER
SH
EE
T TI
TLE
:
STATE PROJECT No.DATECHECKEDDRAWNDESIGN
PR
OJE
CT
:
BY
DAT
ER
EVIS
ION
SA
RC
HIT
ECTS
ALA
SKA
, IN
C.
RECORD DRAWINGDATE: 8-23-13
NOTE: THE INFORMATION CONTAINEDHEREIN IS TAKEN FROM CONTRACTDOCUMENTS, DCVR'S CHANGEORDERS, AND INFORMATIONPROVIDED BY THE CONTRACTOR.THERE IS NO GUARANTEE AS TO THEACCURACY OF THE INFORMATIONCONTAINED HERE IN.ALL INFORMATION SHOULD BE FIELDVERIFIED BEFORE OTHER WORKPROCEEDS.
8/23/2013 4:39:39 PM
W:\2011\11017.01 PDC DOTPF Sand Storage Bldgs
Girdwood,Birchwood\dwg\Revit\12045_Arch_Central_01_04_12.rvt
WAL
L SE
CTI
ON
S
ALAS
KA D
OT&P
F FA
CILIT
IES
PROJ
ECT
No. 5
2859
M&O
SAND
STO
RAGE
FAC
ILITI
ES
12.22.2011
SLH
DLM
A302
GIRD
WOO
D &
BIRC
HWOO
D
SLH
1/2" = 1'-0"A302A3 TYPICAL WALLSECTION
TYPICAL EXTERIOR ROOF ASSEMBLY
5" INSULATED METAL PANELS
METAL ROOF PURLINS
PER METAL BUILDING M.F.R.
METAL BUILDING FRAME
TYPICAL EXTERIOR WALL ASSEMBLY
4" INSULATED METAL PANELS
METAL WALL GIRTS
PER METAL BUILDING M.F.R.
METAL BUILDING FRAME
CONCRETE WALL PIER
BEYOND - SEE STRUCTURAL
CONCRETE BASE WALL
- SEE STRUCTURAL
RIGID FOUNDATION INSULATION AND
DAMP PROOFING (DAMP PROOFING
STOPS AT TOP OF FOOTING, TYP.
CONCRETE SLAB
- SEE STRUCTURAL
CONCRETE FOOTING
AT BUILDING FRAME
BEYOND- SEE STRUCTURAL
7/8" CORRUGATED METAL PANELS
ON 3" RIGID INSULATION
MANUFACTURER'S
STANDARD EAVE FLASHING
UNDER SLAB
VAPOR RETARDER
1/2" = 1'-0"A302A2 WALLSECTION @ OH DOOR
1/2" = 1'-0"A302A1 WALLSECTION @ DOOR
INSULATED OVERHEAD
SECTIONAL DOOR
EDGE OF CONCRETE
COLUMN BASE
BEYOND
STEEL BOLLARD
FILLED WITH CONCRETE
CONCRETE
BASE WALL -
SEE STRUCTURAL
INSULATED HOLLOW
METAL DOOR AS
SCHEDULED
CONCRETE DOOR
STOOP - SEE
CIVIL
SEE 3/A302
FOR TYPICAL
EXTERIOR WALL
ASSEMBLY
CONCRETE APRON
- SEE CIVIL
VERTICAL LIFT
METAL DOOR TRACK
SEE 3/A302
FOR TYPICAL
EXTERIOR WALL
ASSEMBLY
EXPOSED FRP PANEL AND
CORNER PROFILE
STEEL BOLLARD
FILLED WITH
CONCRETE
CONCRETE FLOOR
SLAB - SEE STRUCTURALRIGID FOUNDATION
INSULATION AND
DAMP PROOFING
CONCRETE FOOTING
- SEE STRUCTURAL
CONCRETE FOOTING
- SEE STRUCTURAL
CONCRETE FOOTING
- SEE STRUCTURAL
RIGID INSULATION OVER
ISOLATED FOOTINGS
- SEE CIVIL B/C3.01
INSULATED
METAL WALL
PANEL COVERED
BY FLASHING
GRADE BEAMS AT
GIRDWOOD LOCATION
- SEE CIVIL AND STRUCTURAL
EXTERIOR LIGHT
FIXTURE - SEE
ELECTRICAL
TOP OF WALL
7'-0"
TOP OF WALL
8'-0"
A1
A303
6" O.H.
6" O.H.
A303A3
A303B3
A303A3
D
6' -
6"
8' - 0"
103
A2A303
1' - 6"
EQ.
EQ.
4"
Plot
Dat
e:D
raw
ing
File
:
52859
PLANS DEVELOPED BY:
PLANS DEVELOPED BY:
SHEET NUMBER
SH
EE
T TI
TLE
:
STATE PROJECT No.DATECHECKEDDRAWNDESIGN
PR
OJE
CT
:
BY
DAT
ER
EVIS
ION
SA
RC
HIT
ECTS
ALA
SKA
, IN
C.
RECORD DRAWINGDATE: 8-23-13
NOTE: THE INFORMATION CONTAINEDHEREIN IS TAKEN FROM CONTRACTDOCUMENTS, DCVR'S CHANGEORDERS, AND INFORMATIONPROVIDED BY THE CONTRACTOR.THERE IS NO GUARANTEE AS TO THEACCURACY OF THE INFORMATIONCONTAINED HERE IN.ALL INFORMATION SHOULD BE FIELDVERIFIED BEFORE OTHER WORKPROCEEDS.
8/23/2013 4:40:15 PM
W:\2011\11017.01 PDC DOTPF Sand Storage Bldgs
Girdwood,Birchwood\dwg\Revit\12045_Arch_Central_01_04_12.rvt
ME C
HAN
ICAL
ENC
LOSU
RE
PLAN
, WA L
LSE
CTI
ON
S &
DE T
AILS
ALAS
KA D
OT&P
F FA
CILIT
IES
PROJ
ECT
No. 5
2859
M&O
SAND
STO
RAGE
FAC
ILITI
ES
12.22.2011
SLH
DLM
A303
GIRD
WOO
D &
BIRC
HWOO
D
SLH
1 1/2" = 1'-0"A303A2
WALLSECTION @ MECHENCLOSURE
TYPICAL WALL ASSEMBLY
UNPAINTED, UNTAPED 5/8" GYPSUM BOARD
POLYETHYLENE VAPOR RETARDER
2 X 4 WOOD STUDS @ 16" O.C.
FIBERGLASS BATT INSULATION - R15 MIN.
1/2" PLYWOOD SHEATHING
AIR BARRIER
7/8" CORRUGATED METAL PANELS
TYPICAL ROOF ASSEMBLY
UNPAINTED, UNTAPED 5/8" GYPSUM BOARD
2 X 8" WOOD JOISTS @ 1'-0" O.C.
FIBERGLASS BATT INSULATION - R19 MIN.
S.A.M. UNDERLAYMENT
7/8" CORRUGATED METAL ROOF PANELS
PREFINISHED METAL DRIP FLASHING
2 X 10 WOOD FASCIA
BUGSCREEN
2 X 6 BLOCKING
DOOR
AS SCHEDULED
PREFINISHED METAL DRIP FLASHING
2 X 6 BLOCKING
PREFINISHED METAL
EAVE FLASHING - COLOR
TO MATCH ROOF PANELS
CONCRETE SLAB FOR
MAGNESIUM CHLORIDE TANK
- SEE STRUCTURAL
PREFINISHED METAL
FLASHING - COLOR
TO MATCH PANELS
BUGSCREEN
PAINTED STEEL
BOLLARD FILLED WITH
CONCRETE - SEE CIVIL
1 1/2" = 1'-0"A303A1
MECHANICAL ENCLOSUREWALLSECTION
PREFINISHED METAL
FLASHING - COLOR
TO MATCH PANELS
SEE A2/A303
FOR TYPICAL
WALL ASSEMBLY
METAL "J" FLASHING
AT TOP OF CORRUGATED
PANELS - COLOR TO
MATCH PANELS
SEE A2/A303
FOR TYPICAL ROOF
ASSEMBLY
1/4" = 1'-0"A303C3
TYPICAL ENLARGEDENCLOSURE PLAN
3" = 1'-0"A303B3 ROOF DETAIL
3" = 1'-0"A303A3 BASE DETAIL
ANCHOR ROD -
SEE STRUCTURAL
CORRUGATED METAL
ROOF PANELS
S.A.M. UNDERLAYMENT
FOAM CLOSURE STRIP
2 X 10 WOOD
FASCIA BOARD
PREFINISHED METAL
FLASHING - COLOR
TO MATCH PANELS
CONTINUE AIR BARRIER
UP FACE OF SHEATHING
2 X 6 WOOD
BLOCKING
METAL "J" FLASHING
BUG SCREEN
PREFINISHED METAL
DRIP FLASHING -
CONTINUE 4" UP
BEHIND PANEL,
MINIMUM
METAL "J" FLASHING
BACKER ROD
AND SEALANT
TREATED WOOD
SILL PLATE SET IN
BED OF SEALANT
STEEL BOLLARD
FILLED WITH CONCRETE
- SEE CIVIL
SEE A2/A303 FOR
TYPICAL WALL
ASSEMBLY
DOOR AS
ASCHEDULED
CONCRETE SLAB
- SEE STRUCTURAL
CEILING MOUNTED
LIGHT FIXTURE
- SEE ELECTRICAL
PREFINISHED METAL RAKE
FLASHING - COLOR TO
MATCH PANELS
FOAM CLOSURE STRIP
PUMPS - SEE
MECHANICAL
SIM.
6" A
.F.F
.
6" M
IN
7"
7"
LOUVER DAMPER - SEE
MECHANICAL
BACKER ROD AND
SEALANT BOTH SIDES
"C" WALL GIRT, TYPICAL
FIELD FOAM WITH SPRAY FOAM
INSULATION, TYPICAL
PREFINISHED METAL
DRIP FLASHING
COLOR TO MATCH
METAL PANEL
BUTYL SEALANT,
TYPICAL
ADDITIONAL GIRT AS REQUIRED
FOR ATTACHMENT OF HOOD
HOOD ASSEMBLY
- SEE MECH
PAINT TO MATCH
METAL PANEL
INSULATED METAL
PANEL
TOP OF OPENING
20'-0" A.F.F.
LOUVER DAMPER - SEE
MECHANICAL
BACKER ROD AND
SEALANT BOTH SIDES
"C" WALL GIRT, TYPICAL
FIELD FOAM WITH SPRAY FOAM
INSULATION, TYPICAL
PREFINISHED METAL
CAP TRIM - COLOR:
'SPARTAN BRONZE'
INSULATED METAL
WALL PANEL
CONTINUOUS BUTYL
SEALANT
POP RIVETS
7"
4"
Plot
Dat
e:D
raw
ing
File
:
52859
PLANS DEVELOPED BY:
PLANS DEVELOPED BY:
SHEET NUMBER
SH
EE
T TI
TLE
:
STATE PROJECT No.DATECHECKEDDRAWNDESIGN
PR
OJE
CT
:
BY
DAT
ER
EVIS
ION
SA
RC
HIT
ECTS
ALA
SKA
, IN
C.
RECORD DRAWINGDATE: 8-23-13
NOTE: THE INFORMATION CONTAINEDHEREIN IS TAKEN FROM CONTRACTDOCUMENTS, DCVR'S CHANGEORDERS, AND INFORMATIONPROVIDED BY THE CONTRACTOR.THERE IS NO GUARANTEE AS TO THEACCURACY OF THE INFORMATIONCONTAINED HERE IN.ALL INFORMATION SHOULD BE FIELDVERIFIED BEFORE OTHER WORKPROCEEDS.
8/23/2013 4:41:04 PM
W:\2011\11017.01 PDC DOTPF Sand Storage Bldgs
Girdwood,Birchwood\dwg\Revit\12045_Arch_Central_01_04_12.rvt
EXTE
RIO
RD
E TAI
LSAL
ASKA
DOT
&PF
FACI
LITIE
SPR
OJEC
T No
. 528
59
M&O
SAND
STO
RAGE
FAC
ILITI
ES
12.22.2011
SLH
DLM
A 501
GIRD
WOO
D &
BIRC
HWOO
D
SLH
3" = 1'-0"A 501C3 EAVE DETAIL
3" = 1'-0"A 501B3 PANELTRANSITION JOINT
3" = 1'-0"A 501A3 WALL BASE
3" = 1'-0"A 501C2 RIDGE DETAIL
3" = 1'-0"A 501C1 RAKE
3" = 1'-0"A 501B2 PANEL CORNER
INSULATED METAL ROOF PANELS
PAINTED METAL BUILDING
FRAME - COLOR AS
SCHEDULED
IN-LINE METAL WALL GIRT
PER METAL BUILDING
MANUFACTURER
METAL PANEL MFR.'S
STANDARD EAVE
FLASHING
FOAM
CLOSURE STRIP
2 X 4 P.T.
WOOD BLOCKING
(2) LAYERS
RIGID INSULATION
CORRUGATED
METAL WALL PANEL
CONCRETE FLOOR
SLAB - SEE
STRUCTURAL
CONCRETE BASE
WALL - SEE
STRUCTURAL
EXPANSION JOINT
MATERIAL
2 X 4 P.T.
WOOD BLOCKING
PREFINISHED METAL
DRIP FLASHING - COLOR
TO MATCH METAL PANEL
FRP OUTSIDE CORNER
PROFILE
DAMP PROOFING, TERMINATE
DAMP PROOFING @ GRADE
AT CONCRETE COLUMNS
PAINTED METAL BUILDING
FRAME - COLOR AS
SCHEDULED
PREFINISHED METAL
"J" FLASHING - COLOR
TO MATCH METAL PANEL
TOP OF CONCRETE WALL
PIER BEYOND - SLOPE TOP
TO DRAIN - SEE STRUCTURAL
CONCRETE BASE
WALL - SEE STRUCTURAL
PREFINISHED
METAL CORNER
FLASHING - COLOR
TO MATCH METAL PANEL
INSULATED METAL
WALL PANEL
IN-LINE METAL
WALL GIRT
PER METAL BUILDING
MANUFACTURER
PAINTED METAL BUILDING
FRAME - COLOR AS
SCHEDULED
METAL ROOF PURLIN
PER METAL BUILDING
MANUFACTURER
INSULATED METAL ROOF
PANEL
INSULATED METAL
WALL PANEL
METAL ROOF PURLIN
PER METAL BUILDING
MANUFACTURER
PREFINISHED METAL RIDGE TRIM
SET IN BUTYL SEALANT
FILL VOID WITH
FOAM-IN-PLACE
INSULATION
METAL BUILDING
FRAME - PAINT
DOUBLE FOAM CLOSURE STRIP
SET IN BUTYL SEALANT
TAPE (TOP AND BOTTOM)
CONCRETE BASE WALL
- SEE STRUCTURAL
PREFINISHED
METAL CORNER
FLASHING - COLOR
TO MATCH METAL PANEL
CORRUGATED METAL WALL
PANEL INTERRUPTED AT
EACH CONCRETE PIER,
TYPICAL
(2) LAYERS
RIGID INSULATION
2 X 4 P.T.
WOOD BLOCKING
METAL PANEL
MFR.'S STANDARD
RAKE FLASHING
METAL ROOF PURLIN
PER METAL BUILDING
MANUFACTURER
CONTINUOUS
BUTYL SEALANT
3" X 3" INTERIOR METAL
CORNER TRIM
SELF-ADHERED
UNDERLAYMENT
RIDGE CLOSURE TRIM
METAL FLASHING
- SEAL TO ROOF
PANELS AND PURLINS
CONTINUOUS BUTYL
SEALANT
3" X 5" METAL
ATTACHMENT ANGLE
SET IN BUTYL SEALANT
METAL FLASHING
SET IN SEALANT
- SEAL TO ROOF
PANELS AND PURLINS
FOAM-IN-PLACE
INSULATIONSELF-ADHERED
UNDERLAYMENT
SELF-ADHERED
UNDERLAYMENT
FILL VOID WITH
FOAM-IN-PLACE
INSULATION
FOAM-IN-PLACE
INSULATION
SELF-ADHERED
UNDERLAYMENT
EXPOSED FRP
P.T. 2 X 2 WOOD
BLOCKING
DISCONTINUOUS
WOOD BLOCKING
AT PANEL JOINTS
3" = 1'-0"A 501B1 LOUVER DAMPER HEAD DETAIL
3" = 1'-0"A 501A1 LOUVER DAMPER SILL DETAIL
(JAMB SIMILAR)
3" = 1'-0"A 5011 CORRUGATED PANEL TRIM
BACKER ROD & SEALANT
CONCRETE WALL PIER
- SEE STRUCTURAL
EDGE OF INSULATED
METAL PANEL ABOVE
PREFINISHED
METAL CORNER
FLASHING - COLOR
TO MATCH METAL PANEL
PREFINISHED METAL DRIP
FLASHING
GRID
GENERAL NOTES
ABBREVIATIONS
DOOR TYPES
DOOR/RELITE FRAME TYPES
1. REFER TO TECHNICAL SPECIFICATIONS SECTION "FINISH
HARDWARE".
2. THE DOOR SWING INDICATED ON THE FLOOR PLAN INIDICATES THE
HAND OF THE DOOR ONLY. DOOR SHALL SWING TO THE MAXIMUM EXTENT
(BEYOND 90 DEGREES) WHERE NOT OBSTRUCTED BY ADJACENT WALLS.
3. HINGE SIDE OF JAMB SHALL BE 4" FROM PERPENDICULAR WALL
UNLESS NOTED OTHERWISE.
FF FACTORY FINISH
IHM INSULATED HOLLOW METAL
HM HOLLOW METAL
IM INSULATED METAL
F OHFULL DOOR OVERHEAD DOOR
PER
DO
OR
SC
HED
ULE
PER DOOR SCHEDULE
AS SCHED
PER
DO
OR
SC
HED
AS SCHED 1 1/2"1 1/2"
1 1/
2"PE
R D
OO
R S
CH
ED
1HOLLOW METAL
FINISH SCHEDULE
SAND STORAGE BAYS
MECH. ENCLOSURE
SPACE
FLOOR WALLS CEILING
MATERIAL
FINISH
MATERIAL
FINISH
MATERIAL
FINISH
CONC
CONC
W1/
CONC.
W2 C2
C1
NONE
F1
F1
FF NONE
NONE
COLOR & MATERIAL SCHEDULEFLOOR MATERIALS
F1 NO FINISH - UNSEALED CONCRETE
WALL MATERIALS
W1 INSULATED METAL PANEL (FACTORY FINISH)
W2 5/8" GYPSUM BOARD
CEILING MATERIALS
C1 EXPOSED INTERIOR FACE
OF METAL PANEL
C2 5/8" GYPSUM BOARD
EXTERIOR MATERIALS
INSULATED CORE METAL WALL PANEL
TEXTURE: MICRORIB
EXT. COLOR: 'REGAL BLUE'
INT. COLOR: MFR.'S STANDARD WHITE
INSULATED CORE METAL ROOF PANEL
TEXTURE:900 HIGH RIB
EXT. COLOR: 'REGAL BLUE'
INT. COLOR: MFR.'S STANDARD WHITE
CORRUGATED METAL WALL PANEL & TRIM
COLOR:METAL SALES PVDF
'OLD ZINC GREY'
RAKE AND EAVE FASCIA & TRIM:
KINGSPAN
COLOR: MATCH ADJACENT PANEL
FINISH: KYNAR
MISC. MATERIALS
STEEL BOLLARDS
COLOR: 'SAFETY YELLOW'
FINISH: PAINT
BUILDING FRAME
COLOR: MATCH METAL SALES 'COLONIAL RED'
FINISH: PAINT
DRIP FLASHING @ CORRUGATED PANEL:
METAL SALES
COLOR: MATCH ADJACENT PANEL
FINISH: KYNAR
EXTERIOR OVERHEAD DOORS
OVERHEAD DOOR
COLOR: WHITE
(PAINT PERSONNEL DOOR TO MATCH)
7"
GRID
SEE CIVIL SITE PLAN
GRID
4"4"
8"
GRID
Plot
Dat
e:D
raw
ing
File
:
52859
PLANS DEVELOPED BY:
PLANS DEVELOPED BY:
SHEET NUMBER
SH
EE
T TI
TLE
:
STATE PROJECT No.DATECHECKEDDRAWNDESIGN
PR
OJE
CT
:
BY
DAT
ER
EVIS
ION
SA
RC
HIT
ECTS
ALA
SKA
, IN
C.
RECORD DRAWINGDATE: 8-23-13
NOTE: THE INFORMATION CONTAINEDHEREIN IS TAKEN FROM CONTRACTDOCUMENTS, DCVR'S CHANGEORDERS, AND INFORMATIONPROVIDED BY THE CONTRACTOR.THERE IS NO GUARANTEE AS TO THEACCURACY OF THE INFORMATIONCONTAINED HERE IN.ALL INFORMATION SHOULD BE FIELDVERIFIED BEFORE OTHER WORKPROCEEDS.
8/23/2013 4:53:57 PM
W:\2011\11017.01 PDC DOTPF Sand Storage Bldgs
Girdwood,Birchwood\dwg\Revit\12045_Arch_Central_01_04_12.rvt
DO
OR
SC
HED
ULE
, FIN
ISH
SCH
E DU
L E &
DET
AILS
ALAS
KA D
OT&P
F FA
CILIT
IES
PROJ
ECT
No. 5
2859
M&O
SAND
STO
RAGE
FAC
ILITI
ES
12.22.2011
SLH
DLM
A601
GIRD
WOO
D &
BIRC
HWOO
D
SLH
DOOR SCHEDULE
NO. SIZEDOORTYPE MATERIAL FINISH GLASS
FRAMETYPE MATERIAL FIN JAMB HEAD SILL
HDWGROUP REMARKS
101 20' - 0" 16' - 0" OH IM FF MTL A1&B2/A601
C2/A601 A2/A601
102 3' - 0" 7' - 0" H IHM PT 1 HM PT B3/A601 C3/A601 A3/A601 1103 3' - 0" 7' - 0" G IHM PT 1 HM PT - - - 2 DOOR CLOSER
3" = 1'-0"A601C3 HM DOOR HEAD DETAIL
3" = 1'-0"A601B3 HM DOOR JAMB
3" = 1'-0"A601A3 HM DOOR SILL
3" = 1'-0"A601A2 OH DOOR SILL
THERMALLY BROKEN
HOLLOW METAL
DOOR FRAME
AS SCHEDULED
-FILL WITH BATT
INSULATION
BACKER ROD
AND SEALANT
INSULATED
HOLLOW METAL
DOOR AS SCHEDULED
PREFINISHED
METAL DRIP
FLASHING
CORRUGATED
METAL PANEL
P.T. 2 X 4
WOOD BLOCKING
(2) LAYERS
RIGID INSULATION
CORRUGATED
METAL
WALL PANEL
PREFINISHED
"J" METAL TRIM
(2) LAYERS
RIGID INSULATIONBACKER ROD
AND SEALANT
THERMALLY BROKEN
HOLLOW METAL
DOOR FRAME
AS SCHEDULED
-FILL WITH BATT
INSULATION
3/4" CHAMFER
AT CORNER,
TYPICAL
3/4" CHAMFER
AT CORNER,
TYPICAL
INSULATED
HOLLOW METAL
DOOR AS SCHEDULED
THERMALLY BROKEN
THRESHOLD
SET IN SEALANT
CONCRETE SLAB
- SEE STRUCTURAL
DAMP PROOFING
2"RIGID
FOUNDATION
INSULATION
DOOR SWEEP
CONCRETE
APRON - SEE
CIVIL
EXPANSION
JOINT MATERIAL
CONCRETE
BASE WALL -
SEE STRUCTURAL
CONCRETE
BASE WALL -
SEE STRUCTURAL
3" METAL
DOOR TRACK
INSULATED
SECTIONAL
OVERHEAD
DOOR
METAL 'C'
CHANNEL
WEATHER
STRIPPING
INSULATED
METAL PANEL
METAL BUILDING
FRAME - PAINT
INSULATED
METAL PANEL
PREFINISHED
METAL DRIP
FLASHING
METAL CORNER
FLASHING - COLOR
TO MATCH PANEL
STEEL WIND
COLUMN PER
METAL
BUILDING MFR.
METAL WALL
GIRT PER
METAL
BUILDING MFR.
CONCRETE WALL
BASE
BELOW
3" METAL DOOR
TRACK
INSULATED SECTIONAL
OVERHEAD DOOR
WEATHER
STRIPPING
INSULATED
SECTIONAL
OVERHEAD DOOR
CONCRETE
APRON -
SEE CIVIL
EXPANSION
JOINT MATERIAL
DAMP PROOFING
PREFINISHED
METAL FLASHING
- COLOR TO
MATCH PANEL
CONCRETE
FOUNDATION
WALL - SEE
STRUCTURAL
CONCRETE FOUNDATION
WALL - SEE STRUCTURAL
3" METAL
DOOR TRACK
DOOR SEAL
CONCRETE
FLOOR SLAB -
SEE STRUCTURAL
PREFINISHED METAL
CORNER FLASHING
- COLOR TO
MATCH PANEL
INSULATED
METAL PANEL
METAL DOOR
TRACK
INSULATED SECTIONAL
OVERHEAD DOOR
WEATHER
STRIPPING
CONCRETE BASE
WALL - SEE
STRUCTURAL
METAL 'C'
CHANNEL-
FILL WITH
BATT INSULATION
PREFINISHED
METAL CORNER
FLASHING -
COLOR TO MATCH
METAL PANEL
P.T. 2 X 4
BLOCKING
PREFINISHED
METAL FLASHING
COLOR TO MATCH
METAL PANEL
P.T. 2 X 4
WOOD BLOCKING
(2) LAYERS
RIGID INSULATION
PAINTED STEEL BOLLARD
FILLED WITH CONCRETE
- SEE CIVIL
METAL 'C'
CHANNEL
METAL FLASHING
SET IN BUTYL
SEALANT - SEAL
TO GIRTS AND
WALL PANELS
PREFINISHED
METAL FLASHING - MATCH
METAL PANEL COLOR
SELF-ADHERED
UNDERLAYMENT
3" = 1'-0"A601B2 OH DOOR JAMB
3" = 1'-0"A601A1 OH DOOR LOWER JAMB
CORRUGATED
METAL PANEL
3" = 1'-0"A601C2 OH DOOR HEAD
BUTYL
SEALANT
FOAM IN PLACE
INSULATION
S1.01
GENERAL NOTES
STRUCTURAL DESIGN DATA
ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENTS
FOUNDATION NOTES
STRUCTURAL CONCRETE NOTES
POST-INSTALLED CONCRETE ANCHOR NOTES
STRUCTURAL ABBREVIATIONS
SPECIAL INSPECTIONS PLAN
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S1.02
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1 TYPICAL REINF HOOK DETAIL 2 TYPICAL EXPANSION JOINT 3 TYPICAL CONTROL JOINT 4 TYPICAL CONST JOINT
5 TYPICAL HOUSEKEEPING PAD 6 TYPICAL SLAB @ OPENING 7 TYPICAL WALL CORNER DETAIL 8 TYPICAL STEP FOOTING
9 PUMP ENCLOSURE ROOF FRAMING PLAN 10 SECTION
11 SECTION
12 SECTION
13 TYPICAL STEM WALL CONST JOINT
S2.01
SHEET NOTES
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1 FOUNDATION PLAN
S3.01
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1 SECTION - RETAINING WALL 2 SECTION - END WALL PILASTER 3 SECTION - PILASTER
4 SECTION
6 SECTION
7 SECTION 8 DETAIL5PILASTER DETAILGRIDS A1 - A9 - E1 - E9
S3.02
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1 MAGNESIUM CHLORIDE FRAME
4 BASE PLATE
2 ELEVATION
3 FOUNDATION SECTION
S3.03
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A1 PLAN 2 DETAILS
MECHANICAL EQUIPMENT LIST
PIPE FITTINGS AND VALVES
HEATING & COOLING
ABBREVIATIONSGENERAL
1
A
CONSTRUCTION LINETYPES
MECHANICAL EQUIPMENT LIST (CONT)
M1.01
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SHEET NOTES, CONT'DSHEET NOTES
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M2.011 MECHANICAL LAYOUT
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M3.01
1 MAGNESIUM CHLORIDE SYSTEM SCHEMATIC
2 EXHAUST FAN DETAIL
3 AIR INTAKE DETAIL4 NATURAL GAS PIPING SCHEMATIC
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M3.02
1 INFRARED EXHAUST DETAIL 2 INFRARED COMBUSTION AIR INTAKE DETAIL 3 INFRARED REFLECTOR DETAIL
4 INFRARED GAS CONNECTION DETAIL 5 NATURAL GAS METER DETAIL 6 EQUIPMENT ENCLOSURE PLAN
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ELECTRICAL SYMBOL LEGEND
POWER SYMBOLS
LIGHTING SYMBOLS
GENERAL NOTES
SHEET NOTES
CIRCUIT IDENTIFICATION
ABBREVIATIONS
E1.01
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E2.01
1 SITE PLAN - GIRDWOOD
SHEET NOTES
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1 2 3 4 5 6 7 8 9
A
B
C
D
E3.01
1 LIGHTING AND POWER LAYOUT
3 POWER ONE LINE 4 PHOTOCELL DIAGRAM
LIGHTING CALCULATIONFC - AVG** FC - AVG/MIN W/SQ. FT. W/L. FT. SHEET NOTES
2 PANEL SCHEDULE
5 EMERGENCY LIGHTING DIAGRAM
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