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PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
SEE SECTION 01100 SUMMARY OF WORK IN THE PROJECT MANUAL FOR THE EXTEND OF EACH INDIVIDUALQUANTITIES LISTED ABOVE.
ESTIMATE OF QUANTITIES
DESCRIPTION QUAN.
EARTHWORK LUMP SUM
CONCRETE LUMP SUM
METALS LUMP SUM
WOOD & PLASTICS LUMP SUM
CLEANING LUMP SUM
THERMAL AND MOISTURE PROTECTION LUMP SUM
DOORS AND WINDOWS LUMP SUM
FINISHES LUMP SUM
SPECIALTIES LUMP SUM
FURNISHINGS LUMP SUM
SPECIAL CONSTRUCTION LUMP SUM
MECHANICAL LUMP SUM
ELECTRICAL LUMP SUM
WEBSTER
HAMILTONCALHOUN
HUMBOLDT WRIGHTTAS
SIOUX
LYON
O'BRIEN
OSCEOLA
CLAY
DICKINSON
PLYMOUTH
WOODBURY
HARRISON
MONONA CRAWFORD
SHELBY
POTTAWATTAMIE
MILLS
FREMONT
WARREN
CARROLL GREENE
AUDUBON GUTHRIE DALLAS
BOONE
CASS ADAIR
ADAMSGOMERYMONT-
PAGE TAYLOR
UNION
RINGGOLD
MADISON
CLARKE
DECATUR VAN BUREN
JEFFERSONLUCAS MONROE WAPELLO
DAVISAPPANOOSEWAYNE
LEE
HENRY
MOINESDES
POLK
STORY MARSHALL
JASPER POWESHIEK
TAMA
IOWA
BENTON LINN JONES
LOUISA
SCOTT
CLINTON
JACKSON
BUCHANAN DELAWARE DUBUQUE
CLAYTONFAYETTE
KEEALLAMA-
MUSCATINE
CEDAR
JOHNSON
ALTOPALO
EMMET
KOSSUTH
TONWASHING-KEOKUKMAHASKAMARION
SHIEKWINNE-
HARDIN GRUNDY
HAWKBLACK
BREMER
ASAW
-CHICK
HOWARD
BUTLER
FLOYD
MITCHELL
GORDOCERRO
WORTHBAGOWINNE-
HANCOCK
FRANKLIN
IDA SAC
POCAHON-BUENAVISTA
CHEROKEE
LOCATION MAP
PROJECT LOCATION
VICINITY MAP
PROJECT LOCATION
ONAWA STORAGE YARD
MIDDLE DECATUR AREA
I-29 WILDLIFE AREA
THREE RIVERS AREA
WHITING ACCESS
PAWNEE RECREATION AREA
M O N O N A
ONAWA
Mapleton
Ute
Soldier
Charter Oak
Pisgah Dunlap
Castana
Turin
LittleSioux
Dow CityMoorhead29
30
175
324
175
141
37
37
183
( )
( )
( )
DEER ISLAND
wma( )
wma( )
( )
TABLE MARSH (WMA)
TIEVILLE-DECATUR BEND (WMA)LOESS HILL AREA (WMA)
BLUE LAKE (WMA)
LOESS HILLS PIONEERSTATE FOREST
LEWIS & CLARKSP
SPPREPARATION CANYON
LOUISVILLE BENDACCESS WMA
DECATUR BENDWMA
BADGER LAKE (WMA)
WINNEBAGO BEND(WMA)
ENGINEERING BUREAU
MANAGEMENT SERVICES DIVISION
PREPARED BY
DESCRIPTION
INDEX OF SHEETS
SHEET #C-001 COVER SHEET 1
A-060 SITE PLAN 2
A-061 ENLARGED SITE PLAN 3
A-101 LOWER LEVEL PLAN 4
A-102 UPPER LEVEL FLOOR PLAN 5
A-103 ENLARGED RESTROOM PLANS & ATTIC STORAGE PLAN 6
A-201 ELEVATIONS - EAST / WEST 7
A-202 ELEVATIONS - NORTH / SOUTH 8
A-401 BUILDING SECTION "A" 9
A-402 BUILDING SECTION "B" 10
A-403 BUILDING SECTION "C" 11
A-404 BUILDING SECTION "D" 12
A-405 WALL SECTIONS 13
A-406 WALL SECTIONS 14
A-407 WALL SECTIONS 15
A-501 STAIR #1 PLANS & SECTIONS 16
A-502 STAIR #2 PLANS & SECTIONS 17
A-601 INTERIOR ELEVATIONS & DETAILS 18
A-701 DETAILS 19
S-001 STRUCTURAL GENERAL NOTES 20
S-002 TYPICAL DETAILS 21
S-101 FOUNDATION PLANS & SECTIONS 22
S-102 UPPER LEVEL & ROOF FRAMING PLAN 23
S-201 BRACED FRAME ELEVATIONS & DETAILS 24
S-301 FOUNDATION DETAILS 25
S-401 UPPER FLOOR & ROOF FRAMING DETAILS 26
S-501 ROOF TRUSS ELEVATIONS & DETAILS 27
S-601 TYPICAL STEEL DETAILS 28
S-701 CLARIFICATION DETAILS 29
S-702 CLARIFICATION DETAILS 30
S-703 CLARIFICATION DETAILS 31
SP-101 BORE FIELD SITE PLAN 32
P-101 UNDERFLOOR PLUMBING PLAN 33
P-102 LOWER LEVEL PLUMBING PLAN 34
P-103 UPPER LEVEL PLUMBING PLAN 35
P-201 PLUMBING SCHEDULE 36
M-101 MECHANICAL FLOOR PLAN 37
M-102 MECHANICAL FLOOR PLAN 38
M-103 MECHANICAL SECTIONS & ROOF PLAN 39
M-201 LOWER LEVEL PIPING PLAN 40
M-202 MECHANICAL PIPING PLAN 41
M-301 HYDRONIC PIPING SCHEMATIC 42
M-302 MECHANICAL DETAILS 43
M-401 SCHEDULES 44
E-101 LOWER LEVEL POWER FLOOR PLAN 45
E-102 UPPER LEVEL POWER FLOOR PLAN 46
E-103 LOWER LEVEL LIGHTING PLAN 47
E-104 UPPER LEVEL LIGHTING PLAN 48
E-201 ELECTRICAL SCHEDULES & DETAILS 49
E-202 ELECTRICAL SCHEDULES & DETAILS 50
EA-101 LOWER LEVEL FIRE ALARM PLAN 51
EA-102 UPPER LEVEL FIRE ALARM PLAN 52
IOWA DEPARTMENT OF NATURAL RESOURCES
MONONA COUNTY
LEWIS AND CLARK STATE PARKVISITOR CENTER COMPLETION
PROJECT NO. 09-04-67-01
Charles S. Heldenbrand 13865
J anuary 1, 20032004
Reg N o.
Pages or s heets c ov ered by this s eal :
L ic ens e R enewal Date: D ec ember 31,
Engineer under the laws of the State of Iowas upervision and that I am a duly l ic ens ed Profes s ional
I hereby certi fy that this engineering documentwas prepared by m e or under my di rect pers onal
Date Is sued:
STRU C
LARUT
12599
AWOI
GRE
ENI
NE
LO ANISSEFORP
DESNE CI L
LABATEDONALD R.
I hereby certify that this engineering document was prepared byme or under my direct personal supervision and that I am a dulylicensed Professional Engineer under the laws of the State of Iowa.
Donald R. Labate Date
My license renewal date is December 31, 2010.
Pages or sheets covered by this seal:
C-001
COVE
R S
HEE
T
PHASE 1: THE EXTERIOR DOCKS, PLAZA ANDOBSERVATION TOWER HAVE BEEN COMPLETED.
PHASE 2: THE CONSTRUCTION OF THE VISITOR CENTERBUILDING ENVELOPE WAS COMPLETED.
PHASE 3: THIS PHASE INVOLVES THE COMPLETION OFTHE INTERIOR AS WELL AS SOME EXTERIR HARDSCAPEAS SHOWN HEREIN AND AS SPECIFIED IN THE SUMMARYOF WORK OF THE PROJECT MANUAL .
PHASE 4: WILL INVOLVE THE CONSTRUCTION OF THEINTERPRETIVE DISPLAYS.
SHEET 1 0F 52
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
DN
DN
DN
DN
4545
18" MAPLE
36" CLUSTER
16" TREE
1045'
1050'
1055'
1057'
1058'
1050'
1047'
1047
'
1046
'
1044'
1047'
1047
'
1048' 1049'
1051' 1052'
1053' 1054'
1055' 1056'
1057' 1058'
1056'
1051'
1052'
1053'
1054'
1046'
1047'
1048'
1049'
1045'
12" TREE12" MAPLE14" MAPLE
14" TREE
8" TREE
6" TREE
10" TREE
14" TREE
1047' 1046
'
1048'
1049'
1050'
1051'
w
w
w
w
w
w
E
E
E
S
S
E
T
EXISTING TRANSFORMER ANDPRIMARY SERVICE
EXISTING SEWERAND MANAHOLE
EXISTING 4" SAN
EXISTING WATER MAIN
EXISTING 3" WATER SERVICE TOBUILDING
1045
'
EXISTING ROADWAY TOBE REMOVED BY OTHERS
E
1050'
FLAGPOLE
PHASE 1 - EXISTING BOAT DOCK,OBSERVATION TOWER, PLAZA AND SIDEWALKS
FUTURE PARKING LOT
PHASE 3 - VISITOR CENTER BUILDING COMPLETION
LAKE
NEW CONTOUR LINES SHOWN REPRESENT MAXIMUM EARTH FILLNECESSARY TO MEET REQUIRED ELEVATION FOR PARKINGCONSTRUCTION. MEETING THESE ELEVATIONS IS NOT REQUIREDAS PART OF THIS CONTRACT. THESE ARE PROVIDED FORINFORMATIONAL PURPOSE ONLY.
EXISTING GRADE SHOWN MAY NOT BE REPRESENTATIVE OFACTUAL CONDITIONS. ONLY FINE GRADING AROUND BUILDING ISREQUIRED. VERIFY THE ACTUAL REQUIREMENT WITH THE DNRCONSTRUCTION INSPECTOR.
VERIFY THE EXTENT OF WORK REQUIRED WITH THE DNRCONSTRUCTION INSPECTOR AND IN ACCORDANCE WITH THESUMMARY OF WORK SECTION OF THE PROJECT MANUAL.
A-060
SIT
E PL
AN
SHEET 2 OF 52
SITE PLANSCALE 1" = 30'-0"
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
41'-9"
10'-0"
15'-0"
5'-0"
21'-6"
10'-9"10'-9"
4545
1055'
1057'
1058'
1050'
1047
'
1046
'
1047
'
1048' 1049' 1051' 1052'
1053' 1054'
1055' 1056'
1057' 1058'
1056'
1051'
1052'
1053'
1054'
1047' 1046
'
w
E
E
T
E
1050'
1058'
1057
'
1048'
1049
'
1050' 10
51'
1052'
1054
'
1055
'
1056
'
REMOVE SECTIONS OFEXISTING ROADWAY WHICHMAY HAVE BEEN LEFT IN TOPERMIT CONSTRUCTION ONNEW EXPOSED AGGREAGATE4" SIDEWALK AND SLABS
4" EXPOSED AGGREGATECONCRETE SIDEWALKS
35'-0" FLAGPOLE.
SEE STAIR SECTION ATHIS SHEET
PHASE 2 - VISITOR CENTER BUILDING
PHASE 1 - EXISTING BOAT DOCK,OBSERVATION TOWER, PLAZA AND SIDEWALKS
PHASE 3 - FUTURE PARKING LOT
EXPANSION JOINT, SEE DETAIL 1, THIS SHEET
CONTROL JOINTS, SEE DETAIL 2, THIS SHEET
EXPANSION JOINT, SEE DETAIL 1, THIS SHEET
CONTROL JOINTS, SEE DETAIL 2, THIS SHEET
1053
'
BROOM FINISH ONLY
BROOM FINISH ONLY1
1
w
3'-0
"
3'-0
"6 1/2"6 1/2"
6"
6"
11"1"
4'-0
"
0'-8"
4'-5 3/4"
5'-7 1/4" 4'-5 3/4"
5'-7 1/4" 4'-5 3/4"
5'-0 3/4" 1'-1"
5'-0 3/4" 5'-0 1/4"
5'-0 3/4" 5'-0 1/4"
5'-7 1/4" 4'-6"
1'-0" 5'-1" 5'-0"
1'-10
1/2"
1'-2"
6"
11"
0'-8 15/16"
0'-5
1/8
"
8" TYP.
R 3 1/4"
R 3 1/4"
R 3 1/4"
1" MIN.
1" MIN.
1 5/8" O.D. PIPE - TYP.
1/2" PREFORMEDEXPANSION JOINTS
CONCRETE STEPS
NO. 4 REBAR@ EA. NOSE ( TYP. )
1/2" RADIUS
8" WIDE CHEEK WALL ( TYP. )
( 2 ) NO. 4 REBARS
( 2 ) NO. 4 REBARS
TREAD @ 1/8" SLOPE ( TYP. )
CORE DRILL AND GROUT WITHNON - SHRINK GROUT - TYP.
4" THICK SIDEWALKON (4" COMPACTEDGRANULAR FILL - NOT SHOWN )
4" THICK SIDEWALKON (4" COMPACTEDGRANULAR FILL - NOT SHOWN )
4" THICK SIDEWALKON (4" COMPACTEDGRANULAR FILL - NOT SHOWN )
4"4"
4"4" 6
"
SID
EWA
LK
6"
6"
SID
EWA
LK
6"
GRANULARDRAINAGE FILL
GREY SEALANT
PREFORMEDEXPANSION JOINT
BACKER ROD
CONCRETE
INTE
RIOR
INTE
RIOR CONCRETE
3/4" 1/4 OF SLAB THICKNESS
1/4 "
GRANULARDRAINAGE FILL
NO. 4 REBARS @ 12" O.C.EACH WAY
GENERAL NOTES:
INSTALL NEW CONCRETE STEPS. THE STEPS AREDESIGNED USING 11" THREADS & 6" RISERS. THESE ARENOMINAL DIMENSIONS. SLIGHT MODIFICATIONS IN RISERHEIGHT AND NUMBERS TO FACILITATE SITE POSITIONINGARE PERMISSIBLE PROVIDED THAT THEY MEET CODEREQUIREMENTS. THE SAME APPLIES TO LANDINGS.VERIFY ACTUAL LOCATION AND ALL ELEVATIONS WITHTHE DNR CONSTRUCTION INSPECTOR.
ALL EXTERIOR CONCRETE SIDEWALKS & SLABTO BE EXPOSED AGGREGATE. VERIFY MIX,PATTERN AND COLORS WITH THE DNRCONSTRUCTION INSPECTOR.
THE STAIR AND REAR DOOR SLAB TO BEBROOM FINISHED ONLY.
RAILING NOTES:
PROVIDE ONLY ONE HANDRAIL IN CHEEK WALLON NORTH SIDE OF STEPS
WELD ALL CONNECTIONS AND GRIND SMOOTH WHEREEVER PRACTICABLE.
ALL METAL FABRICATION THIS SHEET TO BE SHOPPRIMED AND PAINTED.
1
1 REVISION: CHANGE EXTERIOR STAIRSAND DESIGNATED SLAB TO BROOM FINISH.OTHERS REMAIN AS EXPOSED AGGREGATE FINISH.
SECTION SCALE 13/32" = 1-'-0"
A-061
ENLA
RGED
SIT
E PL
AN
SHEET 3 OF 52
AA-061
ENLARGED
SITE PLANSCALE 1" = 20-'-0"
1A-061
TYPICAL EXPENSION JOINT
DETAIL SCALE 13/32" = 1-'-0"
2A-061
TYPICAL EXPENSION JOINT
DETAIL SCALE 13/32" = 1-'-0"
SCALE 3/16" = 1'-0"
FLOOR PLANLOWER LEVEL
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
12'-0"
0'-6"
1'-0
"
9'-2
"9'
-2"
18'-3
"18
'-4"
18'-4
"18
'-4"
18'-3
"
105'
-11 1
5/16
"
21'-4
1/8
"20
'-1 3
/4"
1'-0
"
1'-1"
1'-1"
14'-3 3/4" 20'-5 1/2" 20'-8 3/4"55'-6"
54'-0" 47'-6 1/16" 8'-11 15/16"
106
'-0"
14'-6
"91
'-6"
110'-6"
54'-8"
43'-0
"8
'-11 1
5/16
"47
'-10"
6'-2
"
14'-11" 40'-11"
8'-11 3/4"10'-4"8'-8 1/8" 15'-1
3/4
"
12'-5 3/4"15'-3"7'-7 1/2"54'-8" 11'-5 3/4"
15'-6
1/8
"27
'-8 1/
4"
9'-9 1/2"
1'-2"
10'-4
3/4
"4'
-9"
12'-7
1/2"
11'-1
0 1/4
"3'
-2 3
/4"
3'-7
"9'
-8 1/
4"2'
-2"
RAMP UP
1
STORAGE #1102 SQFT
MECHANICAL
WOMEN'S
STORAGE #3110 SQFT
STORAGE
5
6
SLO
PEFL
OO
R T
OD
RAI
N
F.D.
F.D.
MEETING ROOM2094 SQFT
STORAGE #2139 SQFT
STORAGE
ENTRY
MAIN STORAGE ROOM671 SQFT
MEN'S
ALUMINUM CURTAINWALL TO MATCH ADJACENT. INSTALL ONLY AFTER BOATS HAVE BEEN STORED.
RAMP
D
A
B
REFRIG.
SINK
MICROWAVE
BOAT DISPLAY AREA4760 SQFT
2
C
6" CHASE
DN
1
5
7
4
9
3
A-406
A-406
8
A-403
A-405
A-402
A-405
A-404
A-405
A-601
A-601
A-601
A-601
KITCHENETTE
1
A-407
A-406
A-401
B101
B102
B103
B104B105 B106
B107
B108
B109B110
B111
B112
B113HALL 3
B114
STORAGE #4261 SQFT
DOWN
CHAIRLIFT
HALL 4
DN
1
1
1
1
1
2
3
3
4 4 4 4
4
4
5
5
7 11A-407
DOOR TO BE PROVIDEDWITH CHAIR LIFT
SEE DETAILS:SHEET A - 701
COLUMN:1/2" GYPSUM WALLBOARD OVER2 X 4 STUDS AROUND 5 X 5 STEEL POST
5/8" GYPSUM WALLBOARD OVER2 X 4 STUDS 16" O.C.BELOW STAIR & FIRST LANDING
( 4 ) SOLID WOOD WALL MOUNTED SHELF : SOLID OAK W / CONCEILED WALL MOUNT.6 1/2" SHELF SPACING. L = 25 1/2" ,DEPTH = 12 3/4". WITH CLOTHES RODUNDERNEATH. ( R. E. I. MODEL 692, OR EQUAL )
GLULAM COLUMNABOVE - TYP.
VERIFY
6A-406 STRUCTURAL STEEL COLUMN -TYP
SEE STUCTURAL - NOT ALL COLUMNS ARESHOWN ON ACRITECTURAL DRAWINGS
2
A-405
ROOM
NUM
BER
CARP
ET
FLOOR WALLS BASE CEILING
BOAT DISPLAY AREAB101
ROOM
NA
ME
B102B103B104B105B106B107B108B109B110B111B112
A101A102A103A104A105A106A107A108A109A110A111A112A113A114
BACK STAIRSWOMEN'SMEN'SMECH. / ELEC.STORAGESTORAGEGIFT SHOP
OFFICE #1OFFICE #2OFFICE #3RECEPTIONDISPLAYS
A115 BALCONY
MEETING ROOM
STORAGE #1STORAGE #2STORAGE #3MAIN STORAGE ROOMWOMEN'SMEN'SMECHANICALSTORAGE #4ENTRY
HALL 4
HALL 2
B113B114
HALL 3RAMP
HALL 1
C100 ATTIC STORAGE
GYP
SUM
GYP
SUM
SEA
LED
CONC
RETE
CERA
MIC
TIL
ELA
MIN
ATE
D FL
OORI
NGRE
SIL
IENT
FLO
ORIN
G
PAIN
TED
PLYW
OOD
UNFI
NIS
HED
WOO
DRU
BBER
COV
E
UNFI
NIS
HED
ACC
OUS
TICA
L DR
OPPE
DTO
NGUE
& G
ROOV
EUN
FINI
SH
ED
FINISH SCHEDULE & COLOR SELECT.
COLORS FROM EDDIE BAUER FINISHES.
REMARKS:WALL COLORS
WALL & FLOORS:PLYWOOD
CARAMEL EB26-3PECAN EB26-4
COLORS FROM GLIDDEN.SEA FARE 17BG 60/218 - BOAT DISPLAY AREA BOTTOMTAHOE BLUE 13BG 72/141 - BOAT DISPLAY AREA TOP
CARAMELCARAMEL
CARAMELCARAMELCARAMELCARAMEL
CARAMELCARAMELCARAMELCARAMELCARAMELSEE "GLIDDEN" BELOW
SEE "GLIDDEN" BELOW
CARAMELCARAMELCARAMELCARAMELCARAMELCARAMEL
CARAMELCARAMELCARAMELCARAMEL
PECAN
PECAN
PECANPECAN
COLORS FOR T & G CEILINGS AND BASEBOARD FINISHES.ICI WOODPRIDE NATURAL
BASEBOARD ROPPE SANDBASEBOARD ROPPE SAND
BASEBOARD ROPPE SANDBASEBOARD ROPPE SAND
ALL METAL DOOR TRIM COLORSTO MATCH THE ENTRANCES &STOREFROMT METAL COLORS.
RESTROOMS FLOOR TO BEDETERMINED.
A116 OFFICE CARAMELA117 SERVICE STAIR
WIDTHDOOR SCHEDULE
DOOR HEIGHT MATERIAL HARDWARE REMARKS:1234567
6' - 0" 6' - 8"
17' - 0"
6' - 8"6' - 8"6' - 8"6' - 8"6' - 8"
3' - 0"3' - 0"
12' - 0"
ALUMINUM STOREFRONT
3' - 0"2' - 6"
ALUMINUM STOREFRONTHOLLOW METAL W/ 24 X 16 SIGHTPROOF LOUVER WITH INSECT SCREEN
MFG STANDARD
MFG STANDARD101102102
WOOD IN METAL FRAME
WOOD IN METAL FRAMEWOOD BYFOLD IN METAL FRAME4' - 6"ALUMINUM STOREFRONT
MFG STANDARD
MFG STANDARDSTANDARD BYFOLD HARDWAREHARDWARE SPECIFIED W/ DOOR
A-101
SHEET 4 OF 52
LOW
ER L
EVEL
FLO
OR P
LAN
UPPER LEVELFLOOR PLANSCALE 3/16" = 1'-0"
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
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MPL
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ND
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E ID
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AND
DES
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INC
OR
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ATED
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AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
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TO B
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SED
, IN
WH
OLE
AN
D IN
PAR
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R A
NY
OTH
ER P
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TEN
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N O
F TH
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BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
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ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
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ATE
OFF
ICE
BU
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ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
12'-6
"12
'-6"
12'-0
"
55'-3 1/2" 13'-11 1/2" 41'-3"110'-6"
14'-6
"91
'-6"
24'-0
"
2'-5
"19
'-2"
2'-5
"
48'-6 1/8" 6'-1 5/8" 8'-2 15/16" 9'-11 9/16" 4'-5 5/16" 16'-0" 8'-2 3/8"
5'-1
1/2"
12'-9
3/4
"
6'-1
0"7'
-8"
18'-8
3/8
"15
'-9 1/
4"
54'-7 3/4"
54'-0" 47'-6" 9'-0"8'-7"4'-9"18'-2 1/2"7'-6 1/2"4'-2"12'-0"0'-5"
7'-0" 8'-8"
15'-0
"12
'-11 1
/8"
106
'-0"
6'-3
"47
'-6"
9'-0
"43
'-3"
2'-2
1/2"
19'-7
"2'
-2 1/
2"
5'-0"15'-4"
110'-6"
5"
106
'-0"
15'-1
3/4
"
5'-1
0 1/
4"13
'-5 1/
2"4'
-5 7
/8"
19'-4
3/4
"
10'-7 1/2" 10'-0" 9'-11 7/8" 16'-2 3/4"
6'-3
3/4
"17
'-9 7
/8"
3'-1
1 7/8
"15
'-0 7
/8"
41'-4
7/8
"
5'-9
"35
'-0 1/
8"
10'-0
"
20'-2"
6'-4"
DN
DN
1
4
RELOCATE/ADD WALL PARTITIONS TO PROVIDE ADDITIONAL OFFICE AND SERVICE STAIR TO STORAGE SPACE ABOVE. STAIR AND SPACE TO REMAIN UNFINISHED.
STOR.
UP
OFFICEA116
A117
4
4
A-502
OPEN BELOW TO
DISPLAYS2164 SQFT
BALCONY
OFFICE OFFICE
HALL
MECH/ELEC
STORAGE
OFFICE
STAIR
WOMEN'S
JANITOR
STORAGE
RECEPTION
MEN
CHAIRLIFT
GIFT SHOP
BOAT DISPLAY AREA
FOYER
ENTRANCE
4 FT. FOLDING
42" HIGH
LAMINATED
SINK
EDGE OF CONCRETE FOUNDATION
EDGE OF WALL BELOW
2 X 4 CEILING
@ 16" O.C. OVER
4
D
A
C
1
5
7
6
8
COUNTERTOP
4
2
9
3
A-406
A-403
A-405
A-405
A-407
10
B
A-402
A-405
A-404
A-405
5" SQUARE METALPOST
A-406
A-401
A-406
A-406
A-407
A-601
A-6013
A101
A102
A103
A104
A105
A106
A107
A108
A109
A110 A111 A112
A113
A114
A115
HALL 1
1
2
2
1
1
2
22
3 3
4
4
4
4
4 4 4
6
4
11A-407
3'-0" X 6'-0" R.O. ALUM.FRAMED GLASED
4'-0" x 8'-0" RECESSEDGRILL MAT
( 4 ) SOLID WOOD WALL MOUNTED SHELF : SOLID OAK W / CONCEILED WALL 6 1/2" SHELF SPACING. L = 25 1/2" DEPTH = 12 3/4". WITH CLOTHES RODUNDERNEATH. ( R. E. I. MODEL 692, OR EQUAL )
CEILING
ROOF VALLEY
COLUMN: 1/2" GYPSUM WALLBOARD OVER2 X 4 STUDS AROUND 5 X 5 STEEL POST - MAY HAVE BEEN ELIMINATED DURING CONSTRUCTION.
ROOF BELOW
STRUCTURAL STEEL COLUMN -TYPSEE STUCTURAL - NOT ALL COLUMNS ARESHOWN ON ACHITECTURAL DRAWINGS
8 3/4" X 12" GLULAM POST -
CENTERLINE OF GLU-LAM RAFTER ABOVE - TYPICALSEE STRUCTURAL
A-102
UPPE
R LE
VEL
FLOO
R PL
AN
SHEET 5 OF 52
ACCESSORIESDIMENSIONING TYPICALFOR ALL ADA STALLS
PARTITION & COUNTERTOPDIMENSIONING SIMILAR TOWOMEN SIDE
MAX.
CL MIN
.
MA
X.
PARTITION & COUNTERTOPDIMENSIONING SIMILAR TOWOMEN SIDE
MIN.CLCL
CLCL
CL
CL
CL
CL
CL CL
CL
CL
MA
X.
MAX.MIN.
STORAGE
W.C.W.C.
STORAGE
SCALE: 1/2" = 1'-0"
WOMEN'S
JANITOR STORAGE
SCALE: 1/2" = 1'-0"
HANDICAPPED STALL HANDICAPPED STALL HANDICAPPED STALL
WASHROOM EQUIPMENT SCHEDULENO. DESCRIPTION MANUFT'RS # NO. DESCRIPTION MANUFT'RS # MNT. HT.
TOILET TISSUE DISP.
MIRRORS 24" X 36"
HAND DRYERS
36"A.F.F. SANITARY NAPKIN DISPOSALA
B
E
G
C
GRAB BARS-CONCEALED MOUNT
GRAB BARS-CONCEALED MOUNT
MC KINNEY NO.9603-36" & 48"MC KINNEY NO.9603-20" & 30"MC KINNEY 615
MC KINNEY 150
BOBRICK B-701
MOUNT. HEIGHT.
33"A.F.F.
F
D
H
MC KINNEY NO.626
MC KINNEY NO. 1027 BHEAVY DUTY HOOKS
30"A.F.F. TO TOP
40"A.F.F. TO BOTTOM
40"A.F.F. TO BOTTOM
28"A.F.F TO TOP.
JANITORIAL UTILITY SHELF 60"A.F.F.MC KINNEY 224/232 X 30"
60"A.F.F. SEE TOILETACCESSORIES: 10800 ABOVE
W.C.W.C. W.C.
6 - SHELVES
6 - SHELVES
6 - SHELVES
W.C.
W.C.
W.C.W.C.
W.C.
W.C.
W.C.
D
D
D
D
D
D
D D D
D D D
A A
B B
C C
CC
CC
C
F
F
F
F
G
G
G
G
G
G
G
G
GG
G
G
F FF
A
A
B
B
C
CC
CC
E
E
E
E
H
PARTITIONS, COUNTERTOPS AND INTERIOR BENCHES,10170:
SOLID POLYMER, FLOOR MOUNTED PARTITIONS, WITHFULL LENGTH WALL BRACKETS, EDGE STRIPS, FULLLENGTH HINGES OR THREE (3) CUTOUT, INSETHINGES PER DOOR.
FASTEN WITH MANUFACTURER'S RECOMMENDED VANDALRESISTANT FASTENERS. FASTEN TO WALLS USINGLEAD TYPE EXPANSION SHIELDS. DO NOT USEPLASTIC EXPANSION SHIELDS.
TOILET ACCESSORIES, 10800:
PROVIDE ACCESSORIES AS SHOWN ON THE SCHEDULEAND FLOOR PLAN.
MOUNT HEAVY-DUTY HOOKS 48" ABOVE FINISH FLOORIN HANDICAPPED ACCESSIBLE STALLS.
SOLID POLYMER COUNTERTOPS, 1" THICK.
NOTESUPPER LEVEL RESTROOMENLARGED FLOOR PLAN
LOWER LEVEL RESTROOMENLARGED FLOOR PLAN
HANDICAPPED STALL
OF BRACKET OF BRACKET
OF BRACKET
OF BRACKET
6" CHASE
6" C
HA
SE
A-7013
A-701
A-701
5
6
MEN'S
URINAL
MEN'S
WOMEN'S
SOLID POLYMER, FLOOR MOUNTED PARTITIONS,WITH FULL LENGTH WALL BRACKETS, EDGESTRIPS, FULL LENGTH HINGES OR THREE (3) CUTOUT,INSET HINGES PER DOOR.FASTEN WITH MANUFACTUTER'S RECOMMENDEDVANDAL RESISTANT FASTENERS. FASTEN TO WALLSUSING LEAD TYPE EXPANSION SHIELDS. DO NOT USEPLASTIC EXPANSION SHIELDS.
SOLID POLYMER COUNTERTOPS,SAME MATERIAL AS PARTITION.
SOLID POLYMER, FLOOR MOUNTED PARTITIONS,WITH FULL LENGTH WALL BRACKETS, EDGESTRIPS, FULL LENGTH HINGES OR THREE (3) CUTOUT,INSET HINGES PER DOOR.FASTEN WITH MANUFACTUTER'S RECOMMENDEDVANDAL RESISTANT FASTENERS. FASTEN TO WALLSUSING LEAD TYPE EXPANSION SHIELDS. DO NOT USEPLASTIC EXPANSION SHIELDS.
URINAL
SOLID POLYMER COUNTERTOPS,SAME MATERIAL AS PARTITION.( SEE DETAIL )
2'-3
"
5'-10 1/2" 9'-0"
3'-0" 1'-4 1/4"3'-0"0'-8 5/8"
6"
1'-0" 3'-6"3'-0"
2'-9
"
2'-0" 5'-0" 0'-1" 6'-0"3'-0"
1'-0"3'-6"
1'-6
"
13'-1"
9'-0
"0
'-4 5
/8"
4'-6
7/8
"
3'-0
"3'
-0"
3'-0
"
5'-0
"
2'-9
"3'
-2 5
/8"
6"
2'-1
0"
2'-1
1/2"
2'-0
"0
'-9 7
/8"
2'-0
"1'-
0 7
/8"
2'-0
"0
'-7 1/
4"
12'-7 1/2"2'-0"4'-6 1/2"0'-1"6'-0"
3'-0
"
1'-6
"
9'-0
"4'
-11 1
/2"
2'-9 1/2"9'-10"1'-2"9'-2 1/2"3'-10 1/2"
3'-0" 3'-0" 3'-0"
2'-0
"
8'-2
3/4
"0
'-1"
6'-0
"1'-
2"6
'-0"
0'-1
"8
'-6 5
/8"
2'-0
"
0'-4 1/2" 2'-0" 0'-10" 2'-0" 0'-5 1/8" 1'-9" 2'-10" 0'-6"
4'-2 1/2"
2'-9" 2'-9 1/2"
5'-0"
5'-8
"
4'-9
9/16
"0
'-1"
5'-8
"
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
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AN
D IN
PAR
T FO
R A
NY
OTH
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T W
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TEN
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THO
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ESPO
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BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
DOWN
21'-1
0 3
/4"
14'-7
1/2"
30'-3"
18'-1 1/2" 4'-2" 7'-11 7/16"
A117
STAIR
(+ OR -)
STEEL POST LOCATION -FIELD VERIFY.
ATTIC SPACE -FOR STORAGE ONLY (NOT INCLUDED ON FINISH SCHEDULE)
WALLS: 1/2 PLYWOODFLOOR: 5/8 PLYWOOD
4
A-502
A-103
ENLA
RGED
RES
TROO
M P
LAN
& A
TTIC
STO
RAG
E PL
AN
SHEET 6 OF 52
ATTIC LEVELFLOOR PLANSCALE 3/16" = 1'-0"
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
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OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
1'-0"
2'-0"1'-0"
EAST ELEVATIONSCALE: 1/8" = 1'-0"
WEST ELEVATIONSCALE: 1/8" = 1'-0"
126
128
6
12
126
24" RAKE
24" RAKE
126
6
12
128
24" RAKE
PREFORMED METAL PANELSON 2 PLY #30 FELT ON 1/2"PLYWOOD SHEATING
2 X 6 TONGUE & GROOVELOG SIDING
2 X 6 TONGUE & GROOVELOG SIDING
PREFORMED CONCRETE CAP
PREFORMED CONCRETE CAP
ALUMINUM STOREFRONT &ENTRANCE DOORS
ALUMINUM STOREFRONT &ENTRANCE DOORS
ALUMINUM CURTAINWALL
ALUMINUM CURTAINWALL
ALUMINUM CURTIANWALL TOMATCH ADJACENT. INSTALL ONLYAFTER BOATS HAVE BEENSTORED IN.
12" LOG
RETAINING WALL - SEE STRUCTURAL
ALUMINUM STOREFRONT &ENTRANCE
AA-401
CA-403
AA-401
PREFORMED METAL PANELSON 2 PLY #30 FELT ON 1/2"PLYWOOD SHEATING
A-201
SHEET 7 OF 52
ELEV
ATI
ONS
, EA
ST
AND
WES
T
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
SCALE: 1/8" = 1'-0"
SCALE: 1/8" = 1'-0"
NORTH ELEVATION
SOUTH ELEVATION
8
12
128
612
8
12
6
12
BA-402
BA-402
DA-404
DA-404
EL: 1059.00
EL: 1046.00
PREFORMED METAL PANELSON 2 PLY #30 FELT ON 1/2"PLYWOOD SHEATING
PREFORMED CONCRETE CAP
PREFORMED CONCRETE CAP
ALUMINUM STOREFRONT &ENTRANCEDOORS
ALUMINUM STOREFRONT &ENTRANCEDOORS
2 X 6 TONGUE & GROOVELOG SIDING
2 X 6 TONGUE & GROOVELOG SIDING
RETAINING WALL - SEE STRUCTURAL
12" LOG
10" LOG
PREFORMED METAL PANELSON 2 PLY #30 FELT ON 1/2"PLYWOOD SHEATING
A-202
SHEET 8 0F 52
ELEV
ATI
ONS
, NOR
TH A
ND S
OUTH
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
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OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
9'-0
"
9'-6
"
2'-0
"1'-
0"
13'-0
"
9'-6
"13
'-0"
11'-0
"
8'-0
"
10'-4
1/8
"
9'-0
"
WA
LL H
EIG
HT
- VER
IFY
(WA
LL H
EIG
HT)
(DRO
PPED
CEI
LING
HEI
GH
T)
WA
LL H
EIG
HT
- VER
IFY
MEETING ROOM & KITCHENETTE HALL HALL
HALLDISPLAYS OFFICE STORAGE MECH. / ELEC. HALL
SCALE: 1/4" = 1'-0"
A
IN O
FFIC
E S
PACE
ONL
Y
D
ATTICSTORAGE
+ OR
-
B
A-401
BUILDING SECTION
ENTRY
A-404 A-402
EL: 1059.00
EL: 1046.00
1" X 2" HOLDING STRIP @ 16" O.C.
WA
LL H
EIG
HT
- VER
IFY
ALUMINUM STOREFRONT ENTRANCE.
ALUMINUM STOREFRONT & ENTRANCE DOOR
12" FIBERGLASS BATT INSULATION
6" FIBERGLASSBATT INSULATION
RAFTERS - SEE STRUCTURAL
RAFTERS - SEE STRUCTURAL
1/2" PLYWOOD10" FIBERGLASS BATT INSULATION 12" FIBERGLASS BATT INSULATION
ALUMINUM STOREFRONT ENTRANCE DOORS.
COLLAR TIES - 2 X 6 @ 16" O.C. PREFORMED METAL PANELS ON 2 PLY 30 #FELT ON 1/2" EXTERIOR PLYWOOD SHEATING
5
A-406
FOUNDATION DRAIN
2 X 8 C. J. @ 16" O.C.
11 7/8 BCI 0900 SPFLOOR JOISTS@ 16" O.C.
OMIT THESE WALLS
DO NOT LIMIT STORAGE SPACE AS SHOWNHERE PROVIDE AS MUCH SPACE AS POSSIBLEWITHIN FRAMING. COVER FRAMED WALLS WITHPLYWOOD.
(DRO
PPED
CEI
LING
HEI
GH
T)
A-401
SHEET 9 0F 52
BUIL
DING
SEC
TION
A
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
6'-8
"0
'-2"
2'-6
3/8
"
9'-0
"
14'-0
"
11'-6
"
8'-0
"
5'-7"6'-0 3/4"
54'-4"
2'-0"
22'-1
1 3/8
"22
'-6"
7'-6
"6
'-0"
812
812
W 18 X 35
612
WA
LL H
EIG
HT
(VER
IFY)
STEEL BEAM
SCALE: 1/4" = 1'-0"
B
IN O
FFIC
E S
PACE
ONL
Y
OFFICE OFFICE OFFICE
MEN'SHALL
MECHANICAL STORAGE
O.V.H.
AD
A-402
BUILDING SECTION
BOAT DISPLAY AREA
A-403 A-401
ATTICSTORAGE
SEE DETAIL 1, SHEET A - 701
WOOD WOOD WOOD METAL
ALUMINUM STOREFRONT &ENTRANCE DOORS
ALUMINUM STOREFRONT &ENTRANCE DOORS
10" FIBERGLASS BATT INSULATION
12" FIBERGLASS BATT INSULATION
10" FIBERGLASS BATT INSULATION
12" FIBERGLASS BATT INSULATIONRAFTERS - SEE STRUCTURAL
1/2" PLYWOOD
PREFORMED METAL PANELS ON 2 PLY 30 #FELT ON 1/2" EXTERIOR PLYWOOD SHEATING
STRUCTURAL BEAM - SEE STRUCTURAL
METAL POST SEESTRUCTURAL
1/2" EXTERIOR PLYWOOD SHEATING
GLU - LAM TRUSS - SEE STRUCTURAL
FOUNDATION DRAIN
A-402
SHEET 10 0F 52
BUIL
DING
SEC
TION
B
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
GLASS
SCALE: 1/4" = 1'-0"
CA-403
BUILDING SECTION
TOP OF FLOORELEVATION: 1046.00
TOP OF FLOORELEVATION: 1059.00
GLASS GLASS GLASS GLASS
GLASS
CONCRETE FOUNDATION& RETAINING WALLS -SEE STRUCTURAL - TYPICAL
ALUMINUM STOREFRONT &ENTRANCE DOORS
ALUMINUM STOREFRONT &ENTRANCE DOORS
ALUMINUM STOREFRONT &ENTRANCE DOORS
ALUMINUM STOREFRONT &ENTRANCE DOORS ALUMINUM STOREFRONT &
ENTRANCE DOORSALUMINUM STOREFRONT &ENTRANCE DOORS
5/8" SHEETROCK OVER 2 X 4STUDS 16" O.C., ALL AROUNDUNDER STAIR, UP TO, BELOWLANDING.
GUARDRAIL - SEE DETAIL 1,SHEET A - 701
STEEL BEAM - SEE STRUCTURALSTEEL BEAM - SEE STRUCTURAL
GLU - LAM TRUSS - SEESTRUCTURAL - TYPICAL MANUFACTURED RAFTERS - SEE
STRUCTURAL - TYPICAL
A-403
SHEET 11 OF 52
BUIL
DING
SEC
TION
C
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
4'-0"2'-0"
8'-0"
8'-0
"
8'-0
"9'-0
"
2'-0"
6'-8
"
SCALE: 1/2" = 1'-0"
1A-404
COILING GRILLE DETAIL
AA
MIN
.
SUSPENDED CEILING
STUD FRAMING 16" O.C.
HOOD HOOD
GRILLE TRACK
STOREFRONT ALUM. STOREFRONT ALUM.
STOREFRONT ALUM.
TOP OF FINISHED FLOOR
GRILLE TRACK
COILING GRILLE
2'-0
"1'-
0"
9'-6
"
55'-9"
8"
2'-0
"
5'-0"
GIFT SHOP COILING DOORSEE DETAIL 1 THIS SHEET
STEEL BEAM
6
12
VERI
FY
STEEL BEAM
GRADE
1/2" SHEATHING
VERIFY PITCH
SCALE: 1/4" = 1'-0"
D
METAL ROOFING PANELS ( SEE SPECS. )
DISPLAYS
MEETING ROOM
A
A-404
BUILDING SECTION
A-401
COLUMN: 1/2" GYPSUMWALLBOARD OVER2 X 4 STUDS AROUND5 X 5 STEEL POST
RIDGE, CEILING BEAM& STRAP. SEE STRUCTURAL
10" FIBERGLASS BATT INSULATION
12" FIBERGLASS BATT INSULATION
1" X 2" HOLDING STRIP @ 16" O.C.
CONTINUOUS METAL RIDGE VENT( SEE DETAIL A - 701, SHEET 20 )
1 X 6 T & G, V - GROOVE PANELS ( STAIN )
FOUNDATION DRAIN
A-404
SHEET 12 OF 52
BUIL
DING
SEC
TION
D
SLOPE SIDEWALK AWAY FROMBLDG. @ 3/8" PER FOOT
9'-0
"4'
-0"
22'-6
"
9'-6
"
2'-0
"1'-
0"
22'-6
"
9'-0
"
1'-6
"
4'-0"
3'-0
"3'
-8"
3'-5
1/4"
1'-0
"
9'-6
"
9'-6
"
22'-6
"
9'-0
"
3'-6" 3'-0"
6'-6"
1'-6
"
3'-6" 3'-0"
6'-6"
1'-6
"
9'-6
"
2'-6"
1'-0
"
9'-0
"22
'-6"
5 1/2
"
4'-0"
6'-6"
3'-6" 3'-0"
1SCALE 1/2 "= 1'-0"
2
6
12
SCALE 1/2 "= 1'-0"
1 X 6 BACK-UP BD.
DBL. 2 X 6 TOP PLATE1 X 8 FASCIA BD.
BASE TRIM BD.
POURED CONCRETE WALL
STONE VENEER
CONTINUOUS VENT
VERI
FY
2 X 6 T & G LOG SIDING
PRE-CAST CONCRETE SILL BLOCK
2 X 6 NAILED TO SIDE OF TRUSS 16" O.C.
DROPPED CEILING
GRADE
( 3 ) 2 X 10 WINDOW HEADER W / 1" SPACER
1" + - RIGID INSULATION
4SCALE 1/2 "= 1'-0"
1 X 8 FASCIA BD.
BASE TRIM BD.
STONE VENEER
PRE-CAST CONCRETE SILL BLOCK
GRADE
2 X 6 T & G LOG SIDING
1" + - RIGID INSULATION
CAULK
CAULK
DBL. 2 X 6 TOP PLATE
BASE TRIM BD.
POURED CONCRETE WALL
2 X 6 T & G LOG SIDING
DROPPED CEILING
1" + - RIGID INSULATION
ALUMINUM STOREFRONT DOOR( SEE SPECS. )
CAULK
FINISH FLOOR LINEFINISH FLOOR LINE
FINISH FLOOR LINE2 X 6 TREATED SILL PLATE
W / SEAL SEALER
5/8" SHEETROCK ON2 X 2 FURRING STRIPS AT 16" O.C.
2 x 6 STUD WALL ( STUDS @ 16" 0.C )W / 5/8" EXTERIOR PLYWOOD &5/8" SHEETROCK
( 3 ) 2 X 10 DOOR HEADERW / 1" SPACER
5/8" SHEETROCK ON2 X 2 FURRING STRIPS AT 16" O.C.
SEAL
SEALSEAL
WALL SECTION WALL SECTIONWALL SECTION
DROPPED CEILING
4" BRICK VENEER
+ OR
-
3SCALE 1/2 "= 1'-0"
WALL SECTION
A-405
A-405A-405A-405
1/2" EXPANSION JOINT
5 FT. WIDE X 4" THK.CONC. SIDEWALK ON 4"OF COMPACTED GRANULAR FILL
1 X 8 FASCIA BD.
DROPPED CEILING
2 X 6 TREATED SILL PLATEW / SEAL SEALER
5/8" SHEETROCK ON2 X 2 FURRING STRIPS AT 16" O.C.
POURED CONCRETE WALL
1" + - RIGID INSULATION
SEAL BASE TRIM BD.
GRADE
DROPPED CEILING
5/8" SHEETROCK ON2 X 2 FURRING STRIPS AT 16" O.C.
FINISH FLOOR LINE
STONE VENEER
PRE-CAST CONCRETE SILL BLOCK
CAULK
2 X 6 TREATED SILL PLATEW / SEAL SEALER
DBL. 2 X 6 TOP PLATE
6
12
CONTINUOUS VENT
1 X 6 BACK-UP BD.
1 X 8 FASCIA BD.
2 X 6 NAILED TO SIDE OF TRUSS 16" O.C.
RAKE - SEE DET. 7,SHEET A-701
6" INSULATION
6" CONCRETE SLAB FLOORON 4" OF COMPACTED GRANULAR FILL
6" CONCRETE SLAB FLOORON 4" OF COMPACTED GRANULAR FILL
6" INSULATION
BASE TRIM BD.
6" CONCRETE SLAB FLOORON 4" OF COMPACTED GRANULAR FILL
2 X 6 OUTLOOKER@ 24" O.C.
6" INSULATION
1 X 4 TRIM BD. - STAIN
2 x 6 STUD WALL ( STUDS @ 16" 0.C )W / 5/8" EXTERIOR PLYWOOD &5/8" SHEETROCK
2 x 6 STUD WALL ( STUDS @ 16" 0.C )W / 5/8" EXTERIOR PLYWOOD &5/8" SHEETROCK
2 x 6 STUD WALL ( STUDS @ 16" 0.C )W / 5/8" EXTERIOR PLYWOOD &5/8" SHEETROCK
ALUMINUM HOPPER WINDOW( SEE SPECS. )
12" FIBERGLASS BATT INSULATION
PREFORMED METAL PANELSON 2 PLY 30 # FELT ON1/2" EXTERIOR PLYWOOD SHEATING
GUTTER ( NOT SHOWN )- SEE DET. 6, SHEET A-701 GUTTER ( NOT SHOWN )
- SEE DET. 6, SHEET A-701
PREFORMED METAL PANELSON 2 PLY 30 # FELT ON1/2" EXTERIOR PLYWOOD SHEATING
10" FIBERGLASS BATT NSULATION
PREFORMED METAL PANELSON 2 PLY 30 # FELT ON1/2" EXTERIOR PLYWOOD SHEATING
RAKE- SEE DET. 7, SHEET A-70110" FIBERGLASS BATT INSULATION
STEEL BEAM - SEESTRUCTURAL - TYPICAL
6" CONCRETE SLAB FLOORON 4" OF COMPACTEDGRANULAR FILL
STEEL BEAM - SEESTRUCTURAL - TYPICAL
1/4" EXPANSION JOINT - SEEDETAIL 1, SHEET A - 061
1/4" EXPANSION JOINT - SEEDETAIL 1, SHEET A - 0611/4" EXPANSION JOINT - SEE
DETAIL 1, SHEET A - 0611/4" EXPANSION JOINT - SEEDETAIL 1, SHEET A - 061
RAFTERS @ 16" O.C.2 X 6 BLOCKING
RAFTERS @ 16" O.C.
RAFTERS - SEE STRUCTUAL - TYPICAL
RAFTERS - SEE STRUCTUAL - TYPICAL
2 X 6 BLOCKING
1 X 4 TRIM BD. - STAIN
CONCRETE WALL
4" DIA. PERFORATEDDRAINAGE TILE /6" MIN. PEA GRAVEL COVER
1 X 6 T & G,V - GROOVE PANELS - STAIN
1 X 6 T & G,V - GROOVE PANELS - STAIN
1 X 6 T & G,V - GROOVE PANELS - STAIN
1 X 6 T & G,V - GROOVE PANELS - STAIN
2 X 8 NAILER
2 X 6 OUTLOOKERS@ 24" O.C.
BITUMINOUS DAMPPROOFINGSEE SPECS
BITUMINOUS DAMPPROOFINGSEE SPECS BITUMINOUS DAMPPROOFING
SEE SPECS BITUMINOUS DAMPPROOFINGSEE SPECS
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
CONTRACTOR NOTE:
PROVIDE TYVECK HOMEWRAP OR EQUAL OVER SHEATING ON ALLEXTERIOR WALLS PRIOR TO THE INSTALLATION OF SIDING ANDMASONRY WORK.
A-405
SHEET 13 OF 52
WA
LL S
ECTI
ONS
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
4'-0"
2'-0"
7'-6
"
5'-0" 4'-3"
9'-3"
1'-4"
5'-4
"
2'-9
1/4"
4"6
"
22'-6
"
2'-0"
1'-0
"8
'-3"
2'-0"
9'-6
"13
'-0"
1'-0
"4'
-0"
9'-3"
5'-0" 4'-3"
1'-4"
6'-0
"7'
-0"
8
12
O.V.H.
8SCALE 1/2 "= 1'-0"
WALL SECTION5SCALE 1/2 "= 1'-0"
WALL SECTION
6SCALE 1/2 "= 1'-0"
WALL SECTION7
SCALE 1/2 "= 1'-0"
WALL SECTION
1 X 8 FASCIA BD.
BASE TRIM BD.
STONE VENEER
PRE-CAST CONCRETE SILL BLOCK
GRADE
2 X 6 T & G LOG SIDING
FINISH FLOOR LINE
1 X 4 TRIM BD.
TEAR DROP TRIM BD.
BASE TRIM BD.
POURED CONCRETE WALL
STONE VENEER
PRE-CAST CONCRETE SILL BLOCK
GRADE
2 X 6 T & G LOG SIDING
1" + - RIGID INSULATION
FINISH FLOOR LINE
2 x 6 STUD WALL ( STUDS @ 16" 0.C )W / 5/8" EXTERIOR PLYWOOD &5/8" SHEETROCK
2 X 6 TREATED SILL PLATEW / SEAL SEALER
5/8" SHEETROCK ON2 X 2 FURRING STRIPS AT 16" O.C.
SEAL
A-406
A-406
A-406
A-406
1 X 8 FASCIA BD.
2 x 6 STUD WALL ( STUDS @ 16" 0.C )W / 5/8" EXTERIOR PLYWOOD &5/8" SHEETROCK
12" FIBERGLASS BATT INSULATION
RAKE - SEE DET. 7,SHEET A-701
PREFORMED METAL PANELSON 2 PLY 30 # FELT ON1/2" EXTERIOR PLYWOOD SHEATING
STEEL BEAM - SEE STRUCTUAL -TYPICAL
2 X 6 TREATED SILL PLATEW / SEAL SEALER
GRADE
STONE VENEER
PRE-CAST CONCRETE SILL BLOCK
CAULK
2 X 6 T & G LOG SIDING
1 X 8 FASCIA BD.1 X 6 BACK-UP BD.
GUTTER ( NOT SHOWN )- SEE DET. 6, SHEET A-701
DBL. 2 X 6 TOP PLATE
PREFORMED METAL PANELSON 2 PLY 30 # FELT ON1/2" EXTERIOR PLYWOOD SHEATING
2 X 6 NAILED TO SIDE OF TRUSS 16
" O.C.
CONTINUOUS VENT
10" FIBERGLASS BATT INSULATION
PREFORMED METAL PANELSON 2 PLY 30 # FELT ON1/2" EXTERIOR PLYWOOD SHEATING
RAKE- SEE DET. 7, SHEET A-701
1 X 4 TRIM BD. - STAIN
ALUMINUM CURTAINWALL
ALUMINUM CURTAINWALL
ALUMINUM CURTAINWALL
CONCRETE GRADE BEAM-SEE STRUCTURAL
6" CONCRETE SLAB FLOORON 4" OF COMPACTED GRANULAR FILL
1 X 4 TRIM BD.
FINISH FLOOR LINE
TEAR DROP TRIM BD.
5/8" SHEETROCK ON2 X 2 FURRING STRIPS AT 16" O.C.
1" + - RIGID INSULATION
POURED CONCRETE WALL
BASE TRIM BD.
SEAL1/4" EXPANSION JOINT - SEEDETAIL 1, SHEET A - 061
1/4" EXPANSION JOINT - SEEDETAIL 1, SHEET A - 061
2 x 6 STUD WALL ( STUDS @ 16" 0.C )W / 5/8" EXTERIOR PLYWOOD &5/8" SHEETROCK
6" CONCRETE SLAB FLOORON 4" OF COMPACTED GRANULAR FILL
6" CONCRETE SLAB FLOORON 4" OF COMPACTED GRANULAR FILL
2 X 6 BLOCKING
2 X 8 NAILER
2 X 10
STEEL BEAM - SEE STRUCTUAL- TYPICAL
RAFTERS - SEE STRUCTUAL - TYPICALRAFTERS @ 16" O.C.
GLU - LAM TRUSS - SEE STRUCTUAL
1 X 6 T & G,V - GROOVE PANELS - STAIN
STEEL BEAM - SEE STRUCTUAL
2 X 6 BLOCKING
22'-6
"
22'-0
5/8
"
1'-3"
13'-0
"
5" 7"
1'-0"
22'-6
"
13'-0
" ( W
ALL
HEI
GH
T )
9'-6
" ( V
ERIF
Y W
ALL
HEI
GHT
)
4" DIA. PERFORATEDDRAINAGE TILE /6" MIN. PEA GRAVEL COVER
RAFTERS -SEE STRUCTUAL - TYPICAL
1 X 6 T & G,V - GROOVE PANELS - STAIN
1 X 6 T & G,V - GROOVE PANELS - STAIN
1 X 6 T & G,V - GROOVE PANELS - STAIN
2 X 6 OUTLOOKERS@ 24" O.C.
2 X 6 OUTLOOKERS@ 24" O.C.
2 X 8 NAILER
8
12
6" CONCRETE SLAB FLOORON 4" OF COMPACTED GRANULAR FILL
TRUS JOIST RAFTERS - TYP.SEE STRUCTUAL
10" FIBERGLASS BATT INSULATION
2 x 6 STUD WALL ( STUDS @ 16" 0.C )W / 5/8" SHEETROCK
6" CONCRETE SLAB FLOORON 4" OF COMPACTED GRANULAR FILL
1/4" EXPANSION JOINT - SEEDETAIL 1, SHEET A - 061
1 X 6 T & G,V - GROOVE PANELS - STAIN
GLU - LAM TRUSS - TYP.SEE STRUCTUAL
STEEL BEAM - SEE STRUCTUAL - TYPICAL
5" X 5" X 1/4" ANGLE BAR
2 X 6 RAFTERS @ 16" O.C.
2 X 6 RAFTERS LEDGER
2 X 6 CEILING JOISTS @ 16" O.C.
BITUMINOUS DAMPPROOFINGSEE SPECS
BITUMINOUS DAMPPROOFINGSEE SPECS
WA
LL H
EIG
HT
(VER
IFY)
WA
LL H
EIG
HT
(VER
IFY)
CONTRACTOR NOTE:
PROVIDE TYVECK HOMEWRAP OR EQUAL OVER SHEATING ON ALLEXTERIOR WALLS PRIOR TO THE INSTALLATION OF SIDING ANDMASONRY WORK.
A-406
SHEET 14 OF 52
WA
LL S
ECTI
ONS
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
1'-6
"
9'-6
3/8
"13
'-0"
2'-0"1'-
0"
6" 12" 6"
22'-6
3/8
"4'
-0"
5'-0"
2'-0
"
8'-0
"
6'-0 3/4"5'-7"
6"
1"4"
3"
2'-0
"
9'-6
"
5" 14" 5" 39 3/4"
6" 24" 6"
3'-0"
6"
4'-0"
2'-3 1/8"
5'-0"
9SCALE 1/2 "= 1'-0"
WALL SECTION10
SCALE 1/2 "= 1'-0"
WALL SECTION
COMPACTED BACKFILL
SEAL
SEAL
PRECAST CONCRETE CAP
TO CENTER
4" THK. X 5-0" WIDE CONC. SIDEWALKON 4" COMPACTED GRANULAR FILL-SLOPE 1/4" PER FOOT AWAYFROM BLDG.- FOR DRAINAGE.
6" CONC. SLABFLOOR ( SEAL )ON 6" COMPACTEDGRANULAR FILLON COMPACTED ORUNDISTURBED DRY SOIL.
32" X 32" POUREDCONCRETE FOOTINGREINF. WITH ( 2 )NO. 5 REBARS.
NO. 4 BENT VERT.REBAR ( 1 )ATEACH CORNER
126
R.C.M.U. ROCKFACECONC. BLK. W/INTEGRALCOLOR "LIGHT BEIGE".( AT EA. COLUMN - TYP. )
NO. 3 STIRRUPS 12" O.C.
24" X 24" CONCRETE PIER
12" DIA. LOG POSTSTAIN ( EPS - 1 )
1/2" X 18" STEEL DOWELCONNECTION( EPS - 2 )
PREFORMED METAL PANELSON 2 PLY. 30# FELTON 1/2" ROOF SHEATHING
CONTINUOUS VENT
METAL DRIP EDGING
1 X 6 BACK-UP BD.
1 X 8 FASCIA BDSTAIN EPS-1
10" DIA. LOG HEADER( STAIN EPS-1 )
CL
2 X 6 NAILED TO SIDE OF RAFTERS 16" O.C.
2 X 4 CEILING JOISTS @ 16" O.C.
1 X 6 T & G, V-GROOVE PANELS( STAIN IPS - 1 )
8
12
IN O
FFIC
E S
PACE
ONL
Y
A-407A-407
11SCALE 1/2 "= 1'-0"
1/2" ROOF SHEATHING
1 X 8 FASCIA BD.
BASE TRIM BD.
STONE VENEER
PRE-CAST CONCRETE SILL BLOCK
GRADE
2 X 6 T & G LOG SIDING
FINISH FLOOR LINE
2 x 6 STUD WALL ( STUDS @ 16" 0.C )W / 5/8" EXTERIOR PLYWOOD &5/8" SHEETROCK
SEAL
WALL SECTIONA-407
DROPPED CEILING
STEEL BEAM
2 X 6 TREATED SILL PLATEW / SEAL SEALER
2" X 6" RAFTERS @ 16" O.C.
2 x 6 STUD WALL ( STUDS @ 16" 0.C )W / 5/8" EXTERIOR PLYWOOD &5/8" SHEETROCK
DROPPED CEILING
DROPPED CEILING
POURED CONCRETE WALL
1" + - RIGID INSULATION
5/8" SHEETROCK ON2 X 2 FURRING STRIPS AT 16" O.C.
BASE TRIM BD.SEAL
1/2" PREFORMED EXPANSION JOINT( SEE DETAIL 1 , SHEET A - 061 )
SEE DETAIL 1, SHEET A - 701
10" FIBERGLASSBATT INSULATION
1/4" EXPANSION JOINT - SEEDETAIL 1, SHEET A - 061
1/4" EXPANSION JOINT - SEEDETAIL 1, SHEET A - 061
6" CONCRETE SLAB FLOORON 4" OF COMPACTEDGRANULAR FILL
RAFTERS - TYP.SEE STRUCTUAL
GLU - LAM TRUSS - TYP.SEE STRUCTUAL
PREFORMED METAL PANELSON 2 PLY. 30# FELTON 3/4" ROOF SHEATHING
1 X 6 T & G,V - GROOVE PANELS - STAIN1 X 6 T & G,
V - GROOVE PANELS - STAIN
2 x 6 STUD WALL ( STUDS @ 16" 0.C )W / 5/8" EXTERIOR PLYWOOD &5/8" SHEETROCK
2 X 6 BLOCKING
1 X 6 T & G, V-GROOVE PANELS( STAIN IPS - 1 )
2 X 6 OUTLOOKERS@ 24" O.C.
CONTRACTOR NOTE:
PROVIDE TYVECK HOMEWRAP OR EQUAL OVER SHEATING ON ALLEXTERIOR WALLS PRIOR TO THE INSTALLATION OF SIDING ANDMASONRY WORK.
A-407
SHEET 15 OF 52
WA
LL S
ECTI
ONS
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
LOWER LEVEL PLAN
UPPER LEVEL PLANBACK STAIRWELL
BACK STAIRWELL
JANITOR
LAND
ING
LAND
ING
CHAIRLIFT
STORAGE
2
3
GRADEGRADE
SCALE: 1/4" = 1'-0"
LOWER LEVEL PLANBACK STAIRWELL
SCALE: 1/4" = 1'-0"
LOWER LEVEL PLANBACK STAIRWELL
A-501
1
2 3
4
A-501 A-501
A-501
A-501
A-501
1 1/4" O.D. NOM. STEEL METAL HANDRAIL
LAND
ING
DOWN 22 RISERS
2" X 12" STEEL SHAPE STRINGER
5/8" GYPSUM WALLBOARD OVER2" X 4" STUDS 16" O.C. BULKHEAD.
+ -
+ -+ -
1 1/4" O.D. NOM. STEEL METAL HANDRAIL
VERIFY W/SHOP DRAWINGS
2" X 12" STEEL SHAPE STRINGER - TYPICAL
+ -+ -
+ -
ALUMINUM STOREFRONTWINDOW BEYOND
2A-501
3A-501
GYP. BD.BEYOND
GYP. BD.BEYOND
GYP. BD.BEYOND
GYP. BD.BEYOND
STEEL POST ( SEE STRUCTURAL )
STAIR LAYOUTS ON THIS SHEET HAVE BEEN MODIFIED DURING PHASE 2CONSTRUCTION AND NO LONGER APPLY. SEE FLOOR PLANS AND IN-PLACE CONSTRUCTION FOR NEW LAYOUT.
A-501
SHEET 16 OF 52
STA
IR #
1 PLA
NS A
ND S
ECTI
ONS
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
0'-6
1/2"
7 1/4
"
10"
11"
12'-0
5/8
"
4'-0"15'-9"2'-1 3/4"
SCALE: 1/4" = 1'-0"
STAIR SECTION4
A-502
SERVICE STAIRWELL
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
FRONT STAIRWELL
PLAN @ BOTH LEVELS
ELEVATION SCALE: 1/4" = 1'-0"
STAIR SECTION
A-502
1
2
A-502
3
A-502
FRONT STAIRWELL
FRONT STAIRWELL
DN 22 RISERS
3A-502
6" X 12" PILASTER - TYP.
5/8" SHEETROCK OVER 2 X 4 STUDS @ 16"O.C. ALL AROUND, UNDER STAIR BELOW, UPTO 1 ST. LANDING.
GUARDRAIL( SEE DETAIL 1, SHEET A - 701 )
GUARDRAIL( SEE DETAIL 1, SHEET A - 701 )
6" X 12" PILASTER - TYP.
SEE DETAIL 8,SHEET A - 701
ALUMINUM CURTAINWALL
STRUCTURAL MEMBERSEE STRUCTURAL
FOUNDATION & FOOTING LINE
LANDING
LANDING
STEEL TUBE STRINGERS
BASE TRIM BD.
5/8" SHEETROCK OVER 2 X 4 STUDS @ 16"O.C. ALL AROUND, UNDER STAIR BELOW, UPTO 1 ST. LANDING.
GLU - LAM TRUSS( SEE STRUCTURAL )TYPICAL
1 X 6 T & G,V - GROOVE PANELS( STAIN IPS - 1 )
THE STAIR LAYOUT ON THIS SHEET HAVE BEEN MODIFIED DURING PHASE 2CONSTRUCTION AND NO LONGER APPLY. THE SECTIONS ARE STILL VALIDFOR REFERENCE. SEE FLOOR PLANS AND IN-PLACE CONSTRUCTION FORNEW LAYOUT.
HANDRAIL; PROVIDE 1 5/8" ROUND, WOODHANDRAIL EACH SIDE OF STAIR 36"ABOVE THREAD NOSING. PROVIDE METALSUPPORTS ACCEPTABLE TO THEARCHITECT EVERY 5'-0" O.C. MAX. PROVIDEONE, APPROX 6" EACH END OF RAILING.
UPPER FLOOR
ATTIC FLOOR
1/2" PLYWOOD5/8" PLYWOOD
1 X RISER AND THREAD - TYP
(3) 2 X 12 STAIRTHREADS.
HALL STORAGE
1" X 2" HOLDING STRIP @ 16" O.C.
2 X 12 C. J. @ 16" O.C. -EXTEND AT STAIRS
SHEET 17 OF 52
A-502
STA
IR #
2 PL
ANS
AND
SEC
TION
S
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
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SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
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OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
CL
CL
CL
12'-0
"
7'-4"
1'-0" 2'-6"4'-7"1'-9"
7'-4"
3'-6
"
2'-5
"
4"
1 1/2
"4"
2'-8
1/2"
4"
3'-6
"
3'-0" 3'-0" 3'-0"2'-1
0"
3'-4
"9'
-0"
3'-0
"
1'-7"
1'-6"
1'-6
9/16
"
4'-7
"1'-
2"
3'-0"
1" 32" 1" 60"
10'-8 1/2"
9'-0
"
3'-0" 3'-0" 3'-4" 2'-5"
14'-0"2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0" 2'-0"
4"3'
-0"
9'-0
"
9'-0"2'-0" 2'-0" 3'-0" 2'-0"
12'-0"2'-8"
2'-5
"
1 1/2
"4"
2'-8
1/2"
4"
RECEPTION
4
COUNTERTOP
A-601
A-6013
A113
4
3'-0" X 6'-0" R.O. ALUM.FRAMED GLASED OPENING
COLUMN: 1/2" GYPSUMWALLBOARD OVER2 X 4 STUDS AROUND5 X 5 STEEL POST
SCALE: 1/2" = 1'-0"
KITCHENETTEINTERIOR ELEVATION
36" REFRIG.BY OWNER
SHELVES, TYP.
KICKSPACE
SINK W / HIGH - ARCHED FAUCET & SRAYER( SEE SPECS. )
DROPPED CEILING LINE
FINISHED WALL LINE
FINISH FLOOR LINE
SCALE: 1/2" = 1'-0"
KITCHENETTEINTERIOR ELEVATION
PLASTIC LAMINATECOUNTERTOP & PACKSPLASH
6" WOOD BASEBOARD( STAIN ) -TYPICALWOOD BASE CABINETS
( SEE SPECS. )
COVER W / PANELSSAME AS CEILING
SCALE: 1/2" = 1'-0"
RECEPTIONINTERIOR ELEVATION
SCALE: 1/2" = 1'-0"
RECEPTIONINTERIOR ELEVATION
DRAWER - TYP. ( OFFSET AT CORNER,TO ALLOW FOR KNOB )
HANDICAPPED STALL
SCALE: 1/2" = 1'-0"
TOP OF TOILET SEAT
W.C.URINAL
CONTINUOUS METALWALL BRACKETS - TYP.
SOLID POLYMER PARTITIONS & DOORS3 HINGES PER DOOR. ( TYP. )
VINYL BASE
C
B A
W.C.
DROPPED CEILING TILE LINE
TILE FLOOR LINE -SLOPE FLOOR TOWARD DRAIN
1/2" FIBERGLASS PANELSWALL LINE
SCALE: 1/2" = 1'-0"
DROPPED CEILING TILE LINE
1/2" FIBERGLASS PANELSWALL LINE
VINYL BASE
TILE FLOOR LINE -SLOPE FLOOR TOWARD DRAIN
2'-6" X 6'-8" DOORSINKS & FAUCETS - SEE SPECS.
D
TO R
EFLE
CTIV
E S
URFA
CE
LOWER LEVEL RESTROOMINTERIOR ELEVATION
LOWER LEVEL RESTROOMINTERIOR ELEVATION
( OTHER RESTROOMS ARE SIMILAR )( OTHER RESTROOMS ARE SIMILAR )
A-6011
A-601 A-601 A-601
A-601 A-601
2 3 4
5 6
COLUMN: 1/2" GYPSUMWALLBOARD OVER2 X 4 STUDS AROUND5 X 5 STEEL POST
COLUMN: 1/2" GYPSUMWALLBOARD OVER2 X 4 STUDS AROUND5 X 5 STEEL POST
MICROWAVE W/ SHELF, BY OWNER( SEE DETAILS 2 & 3, SHEET A - 701 )
CARPET
SHELVES
PENCIL DRAWER
KNEE SPACE
SHELVES
COUNTERTOPS
KICKSPACE
DRAWERDRAWER
FILE
COUNTERTOPS
KICKSPACE
FILE
DRAWER
SCALE: 1/2" = 1'-0"
PLANRECEPTION DESK
REVISION 1, MAR 17, 2004REVISION 1, MAR 17, 2004
REVISIONSREVISION DATE
CHANGE RECEPTION DESK MAR 17, 2004
TONGUE & GROUVE PANELING\SIMILAR TO CEILING - INSTALLEDVERTICALLY - STAIN TO MATCHCEILING
TONGUE & GROUVE PANELINGSIMILAR TO CEILING - INSTALLEDVERTICALLY - STAIN TO MATCHCEILING
TONGUE & GROUVE PANELINGSIMILAR TO CEILING - INSTALLEDVERTICALLY - STAIN TO MATCHCEILING
KICKSPACE
KNEE SPACE
COMPUTER/WORKSPACE
17" T
O 19
"
MIN
.
6" MAX.
A-601
SHEET 18 OF 52
INTE
RIOR
ELE
VATI
ONS
AND
DET
AIL
S
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
R 4"
R 6"
R 2"
7 1/8
"
11"
3 1/2
"
5"2'
-10
"
2"
2'-0"
1 1/4"
1 1/4
"
2"7
1/2"
2"
1'-0
1/8
"
1'-5 1/4"
3 1/2
"1 1/4
"1"
0 3/4" 15 1/4" 1 1/4"
1'-5 1/4"
4" 16" 4"
2'-0"
1'-0
"
1'-6"
2'-3 1/16"2"
5 1/2
"
2 1/2"4"
1'-4"
1'-0
"3'
-6"
2'-4
1/2"
1 1/4
"
0 3/4" 15 1/4" 1 1/4"
7 3/8"
0 3
/8" 1'-
0 1/
8"
1 1/4
"10
1/8
"0
3/4
" 3 1/2"
10"
1 3/8
"
1"
1 1/4"
0 3/4"
4" DIA. LODGEPOLE PINETOP RAIL, FINISHSAME AS POLES
TOP RAIL
POLE
4" DIA. NOMINAL LODGEPOLEPINE POLE W / BARK REMOVED& OIL FINISH
3" DIA. LOG RAIL ( W / BARK )W / 1/2" BOLT TO POLE,SHAVE POLE 1" MAX TORECEIVE RAIL TENON END OF POLE
1/2" DIA. x 6" LAG SCREW, CTRSK.
TYPICAL DECK TO POST DETAILSCALE: 1" = 1'-0"
1/2" DIA. x 6" LAG SCREW, CTRSK.
FRONT VIEWSIDE VIEW
NOTE:DIMENSIONS MAY CHANGEACCORDING TO SIZE OFMICROWAVE.
( 2 ) 3/4" X " WOODSHELF BRACKETS
( 2 ) 3/4" X 3 1/2" X " WOOD SUPPORTSW/ 1/4" X 1 1/2" WOOD SCREWS INLEAD TYPE EXPANSION SHIELDS.
COUNTERTOP
MICROWAVE BY OWNER
MICROWAVE BY OWNER
3/4" X 17 1/4" X 22 1/2"WOOD SHELF
3/4" X 1 1/2" WOOD TRIM BD.( 3 - SIDES )
FRONT VIEW
PLAN VIEW
SIDE VIEW
45
DRILL 1/4" DIA. HOLES
EDGE OF WALL
( 2 ) 3/4" X 3 1/2" X " WOOD SUPPORTSW/ 1/4" X 1 1/2" WOOD SCREWS.
SCALE: 1" = 1'-0"
MICROWAVE SHELF
SCALE: 1" = 1'-0"
MICROWAVE SHELFBRACKET DETAIL
1" SOLID POLYMERRESIN BACKSPLASH
ONE-PIECE 1" SOLIDPOLYMER RESIN COUNTERTOP
DO NOT PAINT
1 1/2"X1 1/2"X1/8" L. MOUNTON WALL BETWEEN COUNTERSUPPORT TO PREVENTCOUNTERTOP SAGGING.
1/2"X5" BOLTS WITHNUT AND WASHERS
(3) GALV. STEEL COUNTERSUPPORTS.1 1/2" X 1 1/2" X 1/8"WELDED L.
1" SOLID POLYMERRESIN FRONT
2 x 6 STUD WALL
SCALE: 1" = 1'-0"
COUNTERTOP DETAIL
CONCRETE SLAB FLOOR
D
ELEVATION VIEWSCALE: 1/2" = 1'-0"
A-701
1
2
4
3
A-701
A-701
A-701
PRO-LOC INSIDE CLOSURE
FASTENERTUBE SEALANT
UNIVERSAL GUTTER/
POPRIVET
PRO-LOC PANEL
TUBE SEALANTOFFSET CLEAT
VAPOR BARRIERBOX GUTTER
(SET IN SEALANT)
JPL DOWNSPOUT STRAP
DECKING
FASCIA
POP RIVET
FASTENER
TUBE SEALANT
PRO-LOC C-CLOSURE
VAPOR BARRIER
CLEAT
TUBE SEALANT
PRO-LOC RAKE
FASTENER
PRO-LOC PANEL
DECKING
FASCIA
5
A-701
6
A-701
EAVE WITH GUTTER OFFSET DETAIL7
A-701
RAKE DETAIL
NOTE: FIELD CUT AND BEND PAN TO FORM AN OPEN HEM TO ACCEPT OFFSET CLEAT.
VENT MATERIAL
OFFSET CLEATTUBE SEALANT
POP RIVET
PRO-LOC PANEL
DEKFAST
VENTED RIDGE COVERPRO-LOC C-CLOSUREVENT DRIPPRO-LOC OUTSIDE CLOSURE
FASTENER
VAPOR BARRIER
TUBE SEALANT
DECKING
VENTED RIDGE DETAIL
NETTING TO MATCH DOCKOBSERVATION TOWEROUTSIDE - SEE SCHEDULE
NAVY FLEX ROPE (RANDERS REB) NETTING TO MATCH DOCKOBSERVATION TOWER. MINUMN SIZES: NETTING , 1/4" ROPEKNOTTED 3" X 3" OPENINGS, 3/8" TWINE LASHING, 1/4" TWINETIES, OR MATCHING OBSERVATION TOWER SIZES,BY ORLANDO RIGGING SUPPLY, 3756 SILVER ROADORLANDO, FLORIDA 32808-4628, PHONE (407) 521-8600 FAX (407)621-8800
NETTING LASHEDTO 3" DIA. RAILS
LASHING
LASHING
LASHING
CONCRETE & METAL DECK
METAL BEAMSEE STRUCTURAL
LAMINATED PLASTIC FLOORING
2 X 4 BULKHEAD STUDS@ 16" O.C. PROVIDE FORATTACHEMENT TOBOTTOM OF DECK &/ORSTEEL BEAM - SEESTRUCTURAL
2 X 4 NAILER
2 X 4 SOFFIT JOIST@16" O.C.
STRUCTURAL SHAPESEE STRUCTURAL
PROVIDE SEMICIRCULARSLEEVE WELDED TOSTRUCTURAL SHAPE W/1/2" DIA. BOLTS TO ATTACH4" POLE @ APPROX. 5'-0"
8
A-701
TYPICAL STAIR DETAIL
LAMINATED FLOORING - NOT SHOWN
STEEL PAN
2" X 12" STEEL SHAPE STINGER
NO SCALE NO SCALENO SCALE
SCALE: 1" = 1'-0"
SEE FLOOR PLAN FOR SPACING
SHEET 19 OF 52
A-701
DETA
ILS
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
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ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE STANDARD BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-98) AND THE LATEST APPLICABLE RECOMMENDATIONS OF THE ACI MANUAL OF STANDARD PRACTICE. ALL CONCRETE SHALL MEET "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301-96). CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND REVIEWED BY THE ENGINEER. MINIMUM COARSE AGGREGATE SIZE IS 3/8". MIX DESIGNS SHALL BE SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE. CONCRETE SHALL BE AIR ENTRAINED PER ACI 319-95, TABLE 4.2.1 WITH 3% MIN. CONTENT FOR ALL CONCRETE. 2. MATERIALS SHALL CONFORM WITH: A. CEMENT - ASTM C150 TYPE I B. AGGREGATE - ASTM C33 C. WATER - POTABLE
3. FOR 3,000PSI CONCRETE: USE MINIMUM 480 LBS. OF CEMENT PER CUBIC YARD OF CONCRETE WITH A MAX. WATER/CEMENT RATIO OF 0.58 FOR 4,000PSI CONCRETE: USE MINIMUM 560 LBS. OF CEMENT PER CUBIC YARD OF CONCRETE WITH A MAX. WATER/CEMENT RATIO OF 0.44
4. ALL EXPOSED EXTERIOR CONCRETE (INCLUDING FLATWORK) SHALL CONTAIN 5% TO 8% AIR ENTRAINMENT. CHLORIDES IN ANY FORM OR CONCENTRATION SHALL NOT BE ADDED TO ANY CONCRETE. SLUMP SHALL BE 3" TO 4" TYP.
1. A SITE INVESTIGATION AND GEOTECHNICAL REPORT WAS PREPARED BY TERRACON DATED DECEMBER 14, 2001 (PROJECT# 08015124). FOLLOW ALL REPORT RECOMMENDATIONS.
2. THE CONTRACTOR SHALL READ AND FAMILIARIZE HIMSELF WITH THE REPORT PRIOR TO BIDDING.
3. IF SUITABLE BEARING CAPACITY AS DETERMINED BY A REGISTERED GEOTECHNICAL ENGINEER IS NOT ENCOUNTERED AT THE ELEVATION INDICATED ON THE DRAWINGS, THE CONTRACTOR SHALL OVER EXCAVATE UNTIL SUITABLE BEARING MATERIAL IS ENCOUNTERED. OVER EXCAVATIONS MAY BE BACK FILLED WITH LEAN CONCRETE WITH PRE-APPROVAL BY GEOTECH. ENG. & STRUCTURAL ENG.
4. FOUNDATION WALL BACK FILL SHALL NOT BE UNBALANCED BY MORE THAN TWO FEET ON EITHER SIDE AT ANY TIME, UNLESS THE WALL HAS BE DESIGNED AS A CANTILEVERED RETAINING WALL.
ABBREVIATIONS
F.O.S.
F.O.C. F.O.M.
ELEV.
HORIZ.(H)
GALV.
HGR. HDR. GLB.
GA.
E.W.
FLR. F.N.
F.B. FIN.
E.B.
E.N. E.F.
HORIZONTAL
FACE OF CONCRETE FACE OF MASONRY FACE OF STUDS GAUGE
HANGER HEADER GLU LAM BEAM GALVANIZED
EXPANSION BOLT ELEVATION
FLAT BAR FINISHED
FIELD NAILING FLOOR
EDGE NAIL EACH WAY
EACH FACE
W/
W.W.F. WD.
U.O.N.
T.SL. TYP.
VERT. (V)
T.N.
T.O.W. TRANSV.
T.O.F. T.O.S.
STD. STIFF.
T. & B. STR.
ARCH'L.
BOT. (B)
COORD. CONT. CONC.
EA.END EA. SIDE
DWLS. DWG.
DIAPH. DIA (%c)
EA.
do. dp.
D.L.
d
D.F. DBL.
CTR. CSK.
B.N.
CL. CLR.
COL. CMU
C.B. C.J.
BRG.
@ B.F. BLK. BM.
& A.B.
O.C. CONCRETE
DITTO
DRAWING DOWELS
EACH END EACH SIDE
EACH
DEEP
DEAD LOAD DIAPHRAGM DIAMETER
CONTINUOUS COORDINATE
CENTER
DOUBLE PENNEY (NAILS)
DOUGLAS FIR
COUNTERSINK
P.T.
SCH.
STAGG.
SIM. SIMP. SPC'G.
REINF. R.O.
P.T.S.
P.S.F. PLYWD.
P.S.I.
PL
O.H.
OVHD. OPNG.
O.F.
BOTTOM OF FOOTING
CONSTRUCTION JOINT
CONCRETE MASONRY UNIT
BOUNDARY NAIL BOTTOM BEARING CARRIAGE BOLT
CENTERLINE CLEAR
COLUMN
ANCHOR BOLT AND
BLOCK BEAM
ARCHITECTURAL AT
LONGIT.
MIN. MECH'L
N.T.S. N.I.C.
MAS. M.B.
L.P. L.W.C.
L.B. L.L. LLH LLV
H.S.B.
JST. I.F.
1. ALL REINFORCED STEEL SHALL BE ASTM A615 GRADE 60. ALL WELDED WIRE FABRIC SHALL BE ASTM A185 COLD DRAWN WIRE. LAP W.W.F. MINIMUM 8" (ONE SQUARE PLUS 2") AT ALL SPLICES.
2. ACCESSORIES SHALL BE AS SPECIFIED IN THE LATEST EDITION OR CONCRETE REINFORCING STEEL INSTITUTE DESIGN HANDBOOK. MAXIMUM ACCESSORY SPACING SHALL BE 4'-0" ON CENTER.
3. LAP REIN. STEEL 48 BAR DIAMETERS IN MASONRY. LAP SPLICES IN CONCRETE SHALL BE CLASS B UNLESS NOTED OTHERWISE.
4. THE CONTRACTOR SHALL PROVIDE 2,000 POUNDS OF EXTRA STOCK REINFORCING, #4 OR LARGER, FOR FIELD USE AS DIRECTED BY THE ARCHITECT/ENGINEER (LABOR FOR PLACING INCLUDED).
1. THE CONTRACTOR SHALL NOTIFY THE DNR INSPECTOR OF THE CONSTRUCTION SCHEDULE/TIMING FOR THE FOLLOWING ITEMS SO THAT THEY MAY BE OBSERVED BY THE ENGINEER. PROVIDE A MINIMUM OF 48 HOURS ADVANCE NOTICE PRIOR TO THE EVENT:
A. FOUNDATION REINFORCEMENT AND ANCHOR ROD PLACEMENT. B. STRUCTURAL STEEL. C. ROOF FRAMING.
STRUCTURAL OBSERVATION:
UNLESS OTHERWISE NOTED
TOP OF SLAB
WELDED WIRE FABRIC
WITHWOOD
TYPICAL
VERTICAL
TOP & BOTTOM
TOP OF FOOTINGTOP OF STEELTOP OF WALLTRANSVERSE
STRUCTURAL
TOE NAIL
STANDARDSTIFFENER
REINFORCING STEEL:
ON CENTER
POUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPRESSURE TREATED
ROUGH OPENINGREINFORCING
STAGGERED
POST TENSION SLAB
SIMPSON CONNECTOR
SCHEDULESIMILAR
SPACING
OPPOSITE HANDOUTSIDE FACE
PLYWOODPLATEOVERHEADOPENING
LONGITUDINAL
MACHINE BOLTMECHANICAL
LOW POINT
NOT TO SCALENOT IN CONTRACT
LIGHT WEIGHT CONCRETE
MINIMUM
MASONRY
INSIDE FACEHIGH STRENGTH BOLT
LONG LEG VERTICALLONG LEG HORIZONTAL
LAG BOLTLIVE LOAD
JOIST
1. CODE: 2000 EDITION OF THE INTERNATIONAL BUILDING CODE
2. LOADS: WIND LOAD...........................................................90mph, (EXPOSURE C) SNOW LOAD - GROUND SNOW LOAD..................25psf SLOPED ROOF SNOW LOAD.........15psf
RAIN LOAD - ACCUMULATED WITH SNOW.............0psf
ROOF SNOW DRIFTING PER 2000 IBC
ROOF DEAD LOAD................................................15psf
FLOOR - DEADLOAD...........................................10psf OFFICE LIVELOAD..........................50psf ASSEMBLY LIVELOAD....................100psf
SEISMIC...............................................................ZONE 1
3. SOIL: MAXIMUM NET ALLOWABLE SOIL BEARING PRESSURE (GEOTECHNICAL ENGINEER TO FIELD VERIFY PER GEOTECHNICAL REPORT) CONTINUOUS AND ISOLATED FOOTINGS.....................1,500psf
4. MINIMUM CONCRETE STRENGTH - (28 DAY) f'c: UNLESS NOTED OTHERWISE.......................................4,000psi FOOTINGS..................................................................3,000psi CONCRETE FILL ON METAL DECK.............................3,000psi WALLS.......................................................................4,000psi
5. REINFORCING STEEL - ASTM A615 GRADE 60, BILLET STEEL EXCEPT AS FOLLOWS: WELDED WIRE FABRIC................................................ASTM A185 REINFORCING STEEL THAT IS WELDED.......................ASTM A706
6. GROUT FOR BASE PLATES PLACED AT FLUID CONSISTENCY: BLEED FREE PREPACKAGED, NON-METALLIC, NON-GASEOUS, NON-SHRINK (TESTED IN ACCORDANCE WITH CRD (C621) & ASTM (C1107) AT FLUID CONSISTENCY. MINIMUM (28 DAYS) COMPRESSIVE STRENGTH..........6,000psi
7. STRUCTURAL STEEL - ASTM A36 EXCEPT AS FOLLOWS: ALL STEEL BEAMS (W SHAPES, C SHAPES)..............ASTM A992 (FY=50KSI)
STEEL PIPE...............................................................ASTM A53 GRADE B
STRUCTURAL TUBES..................................................ASTM A500 GRADE B
BOLTS.......................................................................ASTM A325N
ANCHOR RODS..........................................................ASTM A36
8. WELDING ELECTRODES:.......................................................E70XX
9. STEEL COMPOSITE FLOOR DECK - SECTION A3 OF THE LATEST EDITION OF AISI SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS..........................................Fy=33KSI
STRUCTURAL GENERAL NOTES:DESIGN DATA:
1. FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE THE WORK SHOWN OR IMPLIED BY THESE DRAWINGS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS, AND FOR COORDINATING SAME WITH THE ARCHITECTURAL AND MECHANICAL DRAWINGS, INCLUDING ANY EXISTING CONDITIONS.
3. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR EMBEDDED ITEMS NOT SHOWN HEREIN AND TO VERIFY SIZE AND LOCATION OF ALL OPENINGS.
4. BEFORE EXECUTING WORK SHOWN HEREIN, THE CONTRACTOR SHALL EXAMINE ACTUAL JOB CONDITIONS AND REPORT TO THE ENGINEER ANY ERROR, OMISSION OR DIFFICULTY AFFECTING THE WORK.
5. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING OR BRACING DURING CONSTRUCTION TO RESIST FORCES SUCH AS WIND AND UNBALANCED LOADING DUE TO CONSTRUCTION.
6. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION.
CONCRETE:
SITEWORK/FOUNDATIONS:
CONSTRUCTION:
1. CONTRACTOR SHALL SUBMIT DESIGN & CALCULATIONS SIGNED BY AN ENGINEER LICENSED IN THE STATE. STAIRS SHALL SUPPORT A LIVE LOAD OF 100 PSF IN ADDITION TO ALL APPLICABLE DEAD AND LATERAL LOADS.
2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS MANUFACTURERS TECHNICAL DATA AND MATERIAL SPECIFICATIONS, AND SAMPLES AS APPLICABLE, FOR ARCHITECTS REVIEW PRIOR TO THE START OF WORK IN THIS SECTION. DESIGN & DRAWINGS SHALL BE SIGNED BY AN ENGINEER LICENSED IN THE STATE.
3. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE DNR INSPECTOR PRIOR TO THE ERECTION OF THE STAIRS.
4. OPENING DIMENSIONS AS INDICATED ON THE DRAWINGS SHOW THE ARRANGEMENT DESIRED FOR THE PRINCIPAL APPARATUS, FIXTURES, ETC., AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE. ANY ALTERATION SHALL NOT BE PERMITTED WITHOUT THE APPROVAL OF THE ARCHITECT.
5. CONTRACTOR SHALL SECURE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER AND ADEQUATE FABRICATION AND INSTALLATION OF ALL WORK COVERED UNDER THIS SECTION. FIELD ALTERATIONS SHALL NOT BE PERMITTED WITHOUT APPROVAL OF ARCHITECT.
6. CONTRACTOR SHALL PROVIDE ALL CONNECTIONS, STIFFENERS, INTERMEDIATE BEAMS, ETC., NECESSARY FOR ATTACHING THE STAIRS TO THE BUILDING STRUCTURE.
7. ALL MATERIALS AND WORK PERFORMED UNDER THIS SECTION SHALL BE INSPECTED BY AN INDEPENDENT TESTING LABORATORY SELECTED BY THE OWNER, AND SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF THE BUILDING CODE (LATEST EDITION) AS ADOPTED BY THE STATE.
STEEL DECK:
REQUIRED SUBMITTALS:
1. COMPOSITE FLOOR DECK SHALL BE 2" TYPE "VL1" 20 GA. GALV. METAL DECK AND SHALL BE CONTINUOUS OVER A MINIMUM OF (3) THREE SUPPORTS AND SHALL HAVE 2" MINIMUM BEARING LENGTH AT SUPPORT.
2. WELD AT END LAPS, SUPPORTS, AND OPENINGS WITH 5/8" DIA. PUDDLE WELD WITH 36/4 WELD PATTERN UNLESS NOTED OTHERWISE.
3. DECK SIDE LAPS SHALL BE FASTENED WITH 1" WELDS AT 24" O.C., UNLESS NOTED OTHERWISE.
1. SHOP DRAWINGS SHALL BE SUBMITTED TO AND APPROVED BY THE ARCHITECT AND ENGINEER PRIOR TO FABRICATION. THE CONTRACTOR SHALL SUBMIT (AFTER HIS REVIEW & SIGNED APPROVAL) AT LEAST 1 ORIGINAL AND 2 COPIES OF DRAWINGS AND 4 COPIES OF OTHER ITEMS OF THE FOLLOWING SUBMITTALS FOR REVIEW BY THE STRUCTURAL ENGINEER. ALLOW A MINIMUM OF 10 WORKING DAYS FOR REVIEW BY THE ENGINEER:
A. SIGNED MIXED DESIGNS PER CONCRETE NOTES. B. REINFORCING STEEL SHOP DRAWINGS WITH ALL LAPS, BENDS, AND PLACEMENT. C. STRUCTURAL STEEL SHOP DRAWINGS INCLUDING DETAILS, ANCHOR BOLT LAYOUT, AND ERECTION PLANS. D. SPECIAL INSPECTION REPORTS AND CONCRETE TEST RECORDS. E. STEEL DECK WITH FASTENINGS.
SPECIAL INSPECTION REQUIREMENTS:
THE OWNER WILL EMPLOY SPECIAL INSPECTORS FOR SPECIAL INSPECTION REQUIREDBY THE 2000 INTERNATIONAL BUILDING CODE (SECTION 1704) DURING THEFOLLOWING WORK:
1. FABRICATION
2. STEEL CONSTRUCTION, WELDING & H.S. BOLTING
3. CONCRETE CONSTRUCTION
4. PREPARED FILL
1. ELEVATIONS GIVEN THUS (+19'-4") ARE TO TOP OF STRUCTURAL STEEL MEMBERS WITH REFERENCE TO THE FINISH FLOOR LINE (0'-0").
2. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AISC MANUAL OF STEEL CONSTRUCTION, EXCEPT THE SECOND SENTENCE OF PARAGRAPH 4.2.1. OF THE CODE OF STANDARD PRACTICE SHALL BE DELETED.
3. ANCHOR RODS SHALL BE LOCATED USING TEMPLATES WITH EXPOSED THREADS (ONLY) OF RODS GREASED AFTER CONCRETE HAS SET.
4. ALL BEAM CONNECTIONS SHALL BE WELDED OR BOLTED AS DETAILED ON THE DRAWINGS OR PER 1989 AMERICAN INSTITUTE OF STEEL CONSTRUCTION HANDBOOK, "SINGLE-PLATE SHEAR CONNECTIONS". BOLTS SHALL BE 3/4" DIAMETER ASTM A325N UNLESS NOTED OTHERWISE ON THE DRAWINGS.
5. HOLES ARE NOT PERMITTED TO BE CUT IN STRUCTURAL STEEL BEAMS AT JOB SIDE WITHOUT PRIOR APPROVAL OF THE ENGINEER.
6. ALL WELDING SHALL BE DONE BY WELDERS CERTIFIED IN THE PROCEDURES REQUIRED AND IN ACCORDANCE WITH THE CURRENT ANSI/AWS STRUCTURAL WELDING CODE. THE DESIGN DRAWINGS INDICATE AWS PRE-QUALIFIED WELDED JOINTS AND UNLESS NOTED OTHERWISE, THE DESIGN JOINT DETAILS ARE FOR MANUAL SHIELDED METAL ARC WELDING. ALTERNATE JOINT DETAILS MAY BE SUBMITTED FOR APPROVAL.
7. ALL STRUCTURAL STEEL COLUMNS AND OTHER STEEL EXPOSED TO WEATHER SHALL HAVE ONE SHOP COAT OF RUST INHIBITOR PRIMER PAINT CONFORMING TO SPECIFICATIONS. FIELD TOUCH UP ALL UNPAINTED, NICKED AND WELDED AREAS.
STRUCTURAL STEEL:
EXTERIOR WALL:
METAL STAIRS:
1. CONTRACTOR SHALL SUBMIT CALCULATIONS SIGNED BY AN ENGINEER LICENSED IN THE STATE. CALCULATIONS SHALL BE PROVIDED FOR ALL MEMBERS, FASTENERS, AND CONNECTIONS REQUIRED FOR A COMPLETE INSTALLATION. CALCULATIONS SHALL INCLUDE DESIGN FOR GRAVITY, WIND, SEISMIC, AND THERMAL LOADS AS WELL AS ANY DEFLECTIONS WHICH MAY OCCUR. CALCULATIONS SHALL INCLUDE ANY FORCES RESULTING FROM A MAXIMUM BUILDING DRIFT OF .0025 TIMES THE BUILDING HEIGHT IN INCHES. ALL CALCULATIONS SHALL CONFORM TO THE BUILDING CODE (LATEST EDITION) AS ADOPTED BY THE STATE.
2. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, MANUFACTURERS TECHNICAL DATA AND MATERIAL SPECIFICATIONS, AND SAMPLES AS APPLICABLE, FOR ARCHITECTS REVIEW PRIOR TO THE START OF WORK IN THIS SECTION. DRAWINGS SHALL BE SIGNED BY AN ENGINEER LICENSED IN THE STATE.
3. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE DNR INSPECTOR PRIOR TO THE ERECTION OF THE CURTAIN WALL SYSTEM.
4. DIMENSIONS AS INDICATED ON THE DRAWINGS SHOW THE ARRANGEMENT DESIRED FOR THE PRINCIPAL APPARATUS, FIXTURES, ETC., AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE. ANY ALTERATION SHALL NOT BE PERMITTED WITHOUT THE APPROVAL OF THE ARCHITECT.
5. CONTRACTOR SHALL SECURE ALL FIELD MEASUREMENTS REQUIRED FOR PROPER AND ADEQUATE FABRICATION AND INSTALLATION OF ALL WORK COVERED UNDER THIS SECTION. FIELD ALTERATIONS SHALL NOT BE PERMITTED WITHOUT APPROVAL OF ARCHITECT.
6. CONTRACTOR TO PROVIDE ALL BRACING REQUIRED TO STABILIZE THE CURTAIN WALL SYSTEM. BRACING SHALL BE ANCHORED BACK TO THE METAL DECK SYSTEM AT A SLOPE NOT EXCEEDING 1:1.
1. ALL CONCRETE IS REINFORCED UNLESS SPECIFICALLY NOTED AS "UNREINFORCED". REINFORCE ALL CONCRETE NOT OTHERWISE SHOWN WITH THE SAME STEEL AS SHOWN IN SIMILAR SECTIONS.
2. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT AS INDICATED UNLESS NOTED OTHERWISE ON THE DRAWINGS:
A. EARTH FORMED/CAST DIRECTLY AGAINST SOIL 3 IN B. CAST AGAINST FORMS BUT EXPOSED TO EARTH OR WEATHER #6 AND LARGER 2 IN #5 AND SMALLER 1 1/2 IN C. SLABS AND WALL NOT EXPOSED TO EARTH/WEATHER 3/4 IN D. OTHER 2 IN
3. ALL VERTICAL STEEL AND CONTINUOUS STEEL SHALL HAVE CLASS B LAPS PER ACI 318-95 (24 INCHES MINIMUM) AT SPLICES UNLESS NOTED OTHERWISE ON THE DRAWINGS.
4. CONTROL JOINTS IN SLAB-ON-GRADE SHALL BE AS SPECIFIED BY SLAB CONTRACTOR. WHERE NOT SHOWN, LIMIT CONTROLLED AREAS TO NOT MORE THAN 20 FEET ON ANY SIDE. DO NOT INTERCHANGE CONSTRUCTION AND SAW JOINTS WHERE A PARTICULAR JOINT DETAIL IS SPECIFIED ON THE DRAWINGS. A SAW JOINT MUST TERMINATE AT A CONSTRUCTION JOINT. USE REBAR DOWELS AS REQUIRED ON DRAWINGS.
5. COORDINATE CONCRETE FINISHES, RECESSED AREAS, REVEALS, EMBEDDED ITEMS, SPECIAL JOINT PATTERS, ETC. WITH THE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS.
6. NO ALUMINUM ITEMS SHALL BE EMBEDDED IN CONCRETE.
7. PROVIDE (1) #5 DIAGONALLY AT EACH FACE OF ALL STEPS IN WALLS AND FOOTINGS UNLESS NOTED OTHERWISE ON THE DRAWINGS.
8. NEITHER CUTTING NOR CORING OF CONCRETE SHALL BE ALLOWED.
9. ALL OPENINGS IN CONCRETE SLABS AND WALL SHALL BE REINFORCED WITH (1) #5 BAR (OPENING DIMENSION PLUS 2'-0" EACH SIDE) ALONG EACH SIDE OF OPENING, AND (1) #5x4'-0" DIAGONALLY EACH CORNER UNLESS NOTED OTHERWISE ON THE DRAWINGS.
10. REINFORCE ALL RE-ENTRANT CORNERS WITH (1) #5x4'-0" DIAGONALLY AT EACH CORNER UNLESS NOTED OTHERWISE ON THE DRAWINGS. ADD ADDITIONAL STEEL TO MATCH ABOVE FOR EACH LAYER OF STEEL SHOWN ON THE DRAWINGS (SEE SLAB OPENING AND RE-ENTRANT CORNER DETAILS).
11. AT CORNERS OF ALL WALLS AND FOOTINGS, SUPPLY CORNER BARS (LAP SPLICE LENGTH E.W.) MATCHING SIZE AND SPACING OF HORIZONTAL BARS. WHERE THERE ARE NO VERTICAL BARS IN OUTSIDE FACE OF WALL, SUPPLY (3) #4 VERTICAL SUPPORT BARS FOR CORNER BARS. AT ENDS OF TRENCH FOOTINGS, TURN TOP BARS DOWN TO BOTTOM BARS.
12. CONCRETE WALLS SHALL HAVE CONSTRUCTION JOINTS AT 40'-0" O.C. - MAXIMUM.
CAST-IN-PLACE CONCRETE-EXECUTION:
THE STRUCTURAL WORK DEPICTED HEREIN HAS BEENMOSTLY COMPLETED DURING PHASE 2 AND THESTRUCTURAL SHEETS AS WELL AS SUPPLEMENTALCLARIFICATIONS (20 THRU 31) HAVE BEEN INCLUDEDFOR REFERENCE PURPOSES.
SHEET 20 OF 52
S-001
STR
UCTU
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GEN
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L NO
TES
PROJ
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NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
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AND
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BU
ILD
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DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
D = 10d FOR #14 & #18D = 8d FOR #9 THRU #10 & #11D = 6d FOR #3 THRU #8
TYPICAL REINFORCING BENDS
2-#5 EACH SIDE TYP.
FOR OPENINGS
FULL HT. OF WALL2-#5 JAMB BARS TYP.
AT DOORS AND WINDOWS
U.N.O. (SEE PLAN)
CLOSER THAN 2'-0"TO END OF WALLPROVIDE 90^ HOOKw/ 12 BAR DIA.
4 EXTRA TYPVERT BARS
ADD'L REINF. AT WALL OPENINGS
EXTENSION
40 BAR DIA. LAPOR 2'-0" MIN. TYP.
OPNG.
REINF @ CMU WALL & CONC.FOOTING INTERSECTIONS
TWO LAYERS REINF
(@ WALLS)
OPTIONS
STD HOOKS PER
TYP VERT BAR
OPTIONS
4 TYP VERTBARS (@ WALLS)
5STD LAP PER S002ONE LAYER REINF
0" TYP
S0024
STD HOOKS
S002PER 4
UNLESS SHOWN OTHERWISE, SLABS SHALL BE CONSTRUCTEDIN SQ. OR RECTANGULAR PATTERNS NOT TO EXCEED 400 SQ.FT.
SLAB ON GRADE JOINTS
6
WITH A MAX DIST OF 24 FT. BETWEEN JOINTSRATIO OF LENGTH TO WIDTH OF 1.75
1
AND A MAX
2
45^ BEND
D
#3 x 2'-0" @ 18"
AFTER FORMS ARE REMOVEDAPPLY CURING COMPOUNDELEMENT MAY BE USED24 GA. GALV. STEEL JT.
CONSTRUCTION
AS POSSIBLE W/O SPALLING CONC.OR SAWCUT (TO BE DONE AS SOON1/8" MASONITE OR PLASTIC STRIP
3/8" EXPANSION MAT'L
JOINT (W.P.J.)WEAKENED PLANE
t/4
JOINT (E.J.)EXPANSION
1/4" RADIUS
JOINT (C.J.)
t
%156"
,
12d
90^ BEND
4d OR 2 1/2" MIN.
180^ AND 135^ BENDS
D
D
d
d
D
D NOTE
d
15 DIA.12'' MIN.
2x RISE
AS FOOTING REINFORCINGREINF. SAME SIZE and SPACING
2'-0'' MAX.
TYP. STEP IN WALL FOOTING
ABOVE LENGTHS MAY BE DIVIDED BY 1.4 FORVERTICAL BARS AND BOTTOM HORIZONTAL
EXTEND BELOW THIS LINEPARALLEL TO FTG SHALLNOT
FTG (BOF)
PIPE PARALLEL TO FTG
DETAIL OF PIPING AT FOOTING
DIGGING FOR PIPE TRENCH
TYP
FDN
WA
LL
SLE
EVE
MIN4"
FTG & SHALL BE POURED PRIOR TOFTG PLACEMENT.
= PIPE DIA + 1 1/4")
SLEEVE BY 1/2"PIPE TO CLEAR
THICKNESSPASS THRU FTG
THIS CONC SHALL BE SAME WIDTH AS
PIPES SHALLNOT
PIPE SLEEVE (MIN I.D.PIPE SLEEVE (MIN I.D.
TYP
FTG
BTM OF
COL FTG, OR UNDER COL FTGSPIPES SHALL NOT PASS THRU COLS,
OFFSET
3
TYP.
9"
21
TYP. LAP SPLICE
1'-6" MIN
(3)
BARS .
7
9" MIN
3'-0
" MA
X
4" M
IN
6" M
IN*
NOTE
WHERE SHOWN OTHERWISESLOPE TO BE 1 VERT. TO 2 HORIZ. EXCEPT
4
46
104
63
(1) (2) (3)
F'c=3000 PSI
163
WHEN TWO BAR SIZES ARE SPLICED, USELAP LENGTH OF SMALLER BAR
6d OR3" MIN.
1
6
UNLESS OTHERWISE NOTED
#10
(2)
(1)
#11
#9
#8
#7
132162
200
128
100
77
82
F'c=2000 PSI
#6
#5
#3
#4
BAR
57
40
22
29
36
22
29
LENGTH
115
141
90
54
71D
F'c=4000 PSI
43
36
29
22
1'-6"
2'-0
'' MA
X.RI
SE
RISE
D 3" CL.
2x RISE 12''
5
3" C
L.
TOP STEP2'-0'' ORLESS
15 DIA.12'' MIN.
2" C
L.
TYPICAL METAL DECK
PUDDLE WELD@ 1'-0"
1 1/2"MIN. BEAM PER PLAN
WELDED SIDELAP @ 24" O.C.
4-5/8"~ EFFECTIVEPUDDLE WELDS PER36" WIDE SHT. EA.SUPPORT
BEAM PER PLAN
NOTES: 1. END BEARING SHALL BE 2" MIN.2. DECK SHALL BE CONT. OVER 3-SPANS MIN.
8
OPEN'G IN METAL DECK-6" TO 24"
A
A
L4x4x1/4
STEEL DECK
3/4" PLUG WELDEACH BEARINGTYPICAL
"A" "A" "A"2'-0" MAX.
OPENING
16 GA.CLOSURE >
2" MIN. BRG.DECKING
L4x4x1/4
SEE
ADDITIONALREINF. IN SLAB
FOR11S002
OPEN'G IN METAL DECK-24"TO 48"
A
B C
A B C
PLAN
FRAMING MEMBER
L4x3x1/4 LLV-TYP.
STEEL DECK
C6x8.2
3/4" PLUG WELD @EACH BEARING TYP.
3/16" CLOSURE> ALL AROUND
4'-0" MAX.
FRAMINGMEMBER
C6
TYP.3/16
1/4" GUSSET >w/ 2-5/8" M.B. L4x3
C6
OPEN'G.
S00211 FOR
REINF. IN SLABADDITIONAL
SEE
9 10ADD'L REINF. AT OPN'GS 6" TO 48"
NOTES:1. PRIOR TO CONCRETE PLACEMENT OPENINGS SHALL BE
BLOCKED OUT AND DECK LEFT INTACT. AFTER CONCRETE HAS CURED REMOVE BLOCK OUT AND CUT OUT METAL DECK.2. HOLES LESS THAN 6" DO NOT REQUIRE ANY REINF. BARS.
1-#4 E.W.
OPNG.
1'-6" 1'-8" 1'-6"
11
2-2x PLATES, SPLICE PER 1/S4, TYP.
HEADER CONNECTION
16d @ 12" o.c.
(1) STUD @ INTERIORWALLS, (2) STUDS @EXTERIOR WALLS,OR POST PER PLAN
ANGLE CLIP @TOP & BOTTOM@ DOUBLE STUDS
3-16dTO HDR.
OR 4x10 & LARGERHEADERS
12
PROVIDE SIMPSON
WIDER THAN 8'-0"
2-2x JAMBS @ 6x8
ALL EXTERIOR WALLSw/ OPENINGS WIDERTHAN 4'-0" & INTERIORWALLS w/ OPENINGS
'A35' ANGLE CLIPS @
HEADER
2x CRIPPLES@ 16" o.c.
THE STRUCTURAL WORK DEPICTED HEREIN HAS BEENMOSTLY COMPLETED DURING PHASE 2 AND THESTRUCTURAL SHEETS AS WELL AS SUPPLEMENTALCLARIFICATIONS (20 THRU 31) HAVE BEEN INCLUDEDFOR REFERENCE PURPOSES. SHEET 21 OF 52
S-002
TYPI
CAL
DETA
ILS
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
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HER
EIN
AS
AN IN
STR
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OF
PRO
FESS
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AL S
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ARE
THE
PRO
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PAR
T FO
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D O
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BY
THE
ENG
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RIN
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BU
REA
U O
F TH
E D
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TMEN
T O
F N
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OU
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TMEN
T O
F N
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RAL
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GIN
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ING
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VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
0
1'-0
"3'
-0"
1'-0
"
2'-0"
5"
1'-0"
12'-6
"
14'-6
1/2"
14'-1
0"
13'-1
0"
1'-0
"
4'-3"5'-0"
4'-0
"1'-
0"
2'-0"
1'-4"
12'-6
"
1'-0"
5"
3'-0"3'-6"
1'-6
"13
'-0 1/
2"
6 1/
2"
12'-6
1/2"
0'-5"
2'-5"
3'-6
"
1'-5"
1'-0
"
0'-8"
15'-6
"12
'-6 1/
2"
5'-0"
2'-0
"
3'-0
"
MAY VARY
#5 @ 18" O.C.(VERT.). ALTERNATEHOOKS
3 - #5 CONT.
TOP OF CONCRETE FLOOR
8" CONCRETEWALL w/ #6@16" o.c. (V)& #5@18" o.c. (H)PROVIDE 4-#6ADD'L. VERT. BARSUNDER STEEL BEAMS
#6 DOWELS TO MATCHWALL STEEL, ALTERNATE HOOKS
SCALE: 1/4" = 1'-0"WALL SECTION
SCALE: 1/4" = 1'-0"WALL SECTION
S-101
S-101 S-10154
1
MAY VARY
SCALE: 1/4" = 1'-0"S-101WALL SECTION2
S-101
S-101
GRADE BEAM
SCALE: 1/4" = 1'-0"WALL SECTION6
SCALE: 1/4" = 1'-0"WALL SECTION3
SCALE: 1/4" = 1'-0"
WALL w/ #5 @ 12" o.c. (V)& #5 @ 18" o.c. (H) E.F.
WALL SECTION
12" CONCRETE
WALL STEEL#5 DOWELS TO MATCH
45.00�
58.39�
2'-0"
3'-6"
1'-6
"
5'-0"
3'-9 1/16"3'-9 1/16"
1'-0
"
38'-0"
0'-8"
8"
3'-0
"3'
-6"
8"
52'-0"
1'-0"
0'-9" 2'-0"
3'-0"
1'-0"
2'-0"
1'-6"
1'-9"
3'-0
"
8"
2'-0
"
5" 1'-0
"
2'-0
"
106
'-0"
91'-6
"14
'-6"
18'-3
"18
'-4 1/
16"
18'-4
"18
'-4 1/
16"
18'-3
"
101'-6 1/16"
54'-0" 47'-6 1/16"
9'-0"8'-2 1/4"16'-0 1/8"22'-3 3/4"
1'-0 1/16"
55'-3 7/16"
1'-4"6'-0" 13'-11" 12'-9 1/2" 13'-11" 6'-0" 1'-3 15/16"
4"
14'-0 1/4" 20'-6 3/4" 10'-10" 9'-9 1/2"55'-2 9/16"
5'-0" 4'-3"
4'-3
"5'
-0"
7 3/
4"20
'-8 3
/8"
20'-1
3/4
"15
'-6 1/
8"
27'-8
3/16
"15
'-1 13
/16"
99'-1
0"
43'-0
3/16
"9'
-0"
47'-9
7/8
"
5'-9
"
8'-0 1/16" 12'-6 13/16"
0'-6"
1'-0
"
14'-3 3/4" 20'-7 3/8"
30'-0"
22'-0"
S-101
4
F4C1
F5C2
F6C 2
F6C 2
F4C 2
F7C 2
F6C 2
F4C 2
F4C 2
F8C 2
18" O.C.W / 5 - # 6 CONT. T & B & # 3 TIES @5'-0" WIDE X 24" DEEP GRADE BEAM
8" CONC. WALL
6" X 12" PILASTER - TYP.
24" GRADE BEAM
RETAINING WALL FOOTING
GRANULAR FILLON 4" OF COMPACTED@ CENTER OF SLABw/ #3 @ 18" o.c. EA. WAY6" CONC. SLAB
S-101
2
S-101
3
S-101
6
S-101
5
S-101
1
S-101
1
A-401
A-403
A-402
S-101
A-404
FRAME WALL LINE
1
D
B
A
C
FOUNDATION PLAN
7S-301
6 / S101
S-101
1
5 / S101
4 / S101
3 / S101
DETAIL
5-#6
3-#63-#6
1 1/4"x12x1'-0''TS 5" x 5" x 1/2"
TS 5" x 5" x 1/4"
GB-4
GB-3
GB-2
24''60''
#3 @ 18" o.c.48''24''
NONE REQ'D4-#512''24''
10'-0''x10'-0''x24'' 8-#6 EA. WAY
8-#6 EA. WAY9'-0''x9'-0''x18''
7-#6 EA. WAY8'-0''x8'-0''x18''
6-#5 EA. WAY7'-0''x7'-0''x15''
F-8
F-7
F-6
F-5
BTMTOPCONT REINF'D''B' TIESMARK
GRADE BEAM SCHEDULE
GB-1 18'' 12'' 3-#5 NONE REQ'D
BASE PLATESIZECOLUMN
COLUMN SCHEDULE
C-1 1x12x1'-0''
C-2
SPREAD FOOTING SCHEDULEMARK SIZE REINF
F-1
F-2
F-3
F-4
3-#4 EA. WAY
5-#4 EA. WAY
4-#4 EA. WAY
6-#5 EA. WAY
3'-0''x3'-0''x12''
4'-0''x4'-0''x12''
5'-0''x5'-0''x12''
6'-0''x6'-0''x12''
SCALE: 1/8" = 1'-0"
UP
GB-1
GB-1
FACE OF 12" WALL
FACE OF 12" WALL
S-301
5
F1
STAIRCOLUMNS
STAIRCOLUMNS
GB-1
GB-2
#3 @ 18" o.c.5-#6
C-3 TS 3" x 3" x 1/4" 1/2"x9x1'-0''
C3C1F3
3/4x9x1'-0''TS 5" x 5" x 1/4"C-4
UP
GB-
1
GB-3
GB-4
GB-4
GB-3
GB-2
DAYLIGHTDRAIN PERDNR INSPECTOR
DNR INSPECTORDRAIN PERDAYLIGHT
S-3016
S-30
16
S-301
4
7S-
301
1'-0
"
8"6"12" 6"
PILASTERS IN WALLS
8-#6 VERT.& #3 TIES @12" o.c. FULLHT.
PROVIDE MATCHING DOWELS W/36" LAP INTO FTG.S
SCALE 1/2" = 1'-0"
THE STRUCTURAL WORK DEPICTED HEREIN HAS BEENMOSTLY COMPLETED DURING PHASE 2 AND THESTRUCTURAL SHEETS AS WELL AS SUPPLEMENTALCLARIFICATIONS (20 THRU 31) HAVE BEEN INCLUDEDFOR REFERENCE PURPOSES. SHEET 22 OF 52
S-101
FOUN
DATI
ON P
LAN
& S
ECTI
ONS
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
PL HT. = (+22'-4 1/2")
PL HT. = (+22'-2 3/4")
PL HT. = (+22'-6")
RIDGE
VALLEY
PL HT. = (+22'-9 7/8")
RID
GE
8:12
8:12
> HT. = (+22'-9 7/8")
CEILING
HIP
VALL
EY4 7/
16:1
2
VALL
EY
8:12
HIP
5 1/
4:12
PL HT. = (+22'-6")
RIDGE
RID
GE
6:12
6:12
6:12
6:12
6:12
PL HT. = (+27'-0")
5"
20'-7 1/2"
20'-7 1/2"
10'-1
1 3/16
"
0'-7 3/4"
0'-7
3/4
"5'
-9"
20'-6 3/4"
20'-6 3/4" 20'-7 1/2"
5'-9
"
0'-7 3/4"
10'-1
1 3/16
"
1'-4" 6'-0" 13'-11" 12'-9 1/2" 13'-11" 6'-0"
6'-6 5/8" 7'-0 1/16" 7'-3 11/16" 8'-0" 8'-0 1/16" 8'-0 1/16" 8'-0 1/8" 9'-2 1/16"
0'-9 3/16"
11'-7 13/16" 3'-8"
4'-9
"
7'-11 15/16" 8'-0 1/16" 8'-2 1/4"
5'-2"
8'-0 1/16"
0'-1
0 13
/16"
12'-1
5/16
"12
'-4 9
/16"
12'-1
1 1/4
"19
'-2 3
/16"
8'-4 9/16"
15'-4 7/16" 5'-0 1/2"
20'-2
3/8
"
SCALE: 1/8" = 1'-0"
SCALE: 1/8" = 1'-0"
DN
UPPER LEVELFRAMING PLAN
ROOF FRAMING PLAN
W18x35 (15)
DN
OPEN BELOW
OPEN BELOW
OPEN BELOW
W12
x16
TS16
x4x3
/8TS
16x4
x3/8
TS16
x4x3
/8TS
16x4
x3/8
@ 16" O.C.
(2) 2x12 BM.
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
CEILI
NG VALL
EY
CEILING HIP
LOW BEAM @ CEILING
(2) 2x6 RIDGE
(2) 2
x6 H
IP
(2) 2
x6 VA
LLEY
@ 16" O.C.
@ 16
" O.C
.@
16" O
.C.
@ 16
" O.C
.
@ 16
" O.C
.2x
6 R
AFT
ERS
@ 16" O.C.2x6 RAFTERS
@ 16
" O.C
.2x
6 R
AFT
ERS
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
8:12 PITCH8:12 PITCH
@ 16
" O.C
.2x
6 R
AFT
ERS
11 7/8" BCI 900s SP
11 7/8" BCI 900s SP
11 7/8" BCI 900s SP
11 7/8" BCI 900s SP
11 7/8" BCI 900s SP@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.11 7/8" BCI 900s SP
11 7/8" BCI 900s SP
11 7/8" BCI 900s SP
11 7/8" BCI 900s SP
11 7/8" BCI 900s SP
11 7/
8" B
CI 9
00
s S
P11
7/8
" BCI
90
0s
SP
11 7/8" BCI 900s SP
11 7/8" BCI 900s SP
11 7/8" BCI 900s SP
11 7/8" BCI 900s SP
11 7/
8" B
CI 9
00
s S
P
11 7/8" BCI 900s SP
2x4 CLG. JSTS.
10" DIA. LOG HDR.
10" DIA. LOG HDR.
10" DIA. LOG HDR.
10" DIA. LOG HDR.
10" DIA. LOG HDR.
8"-10" DIA. LOG
ROOF FILL OF 2x6 @ 16" O.C.SUPPORTED OFF ROOF BELOW.MAX SPAN = 6'-8"
@ 16" O.C.11 7/8" BCI 900s SP
2x10
CLG
. JS
TS.
@ 16
" O.C
.
2x10 CLG. JSTS.
TS5x5x1/4 COLABOVE
W12x166x6 POSTABOVE
4x6 POSTABOVE
TS5x5x1/4ABOVE
4x6 POSTABOVE
4x6 POSTABOVE
4x6 POSTABOVE
ABOVE
TS10
x5x1
/4
TS5x5x1/4 COL.ABOVE
ABOVE
GLU-LAM TRUSS
GLU-LAM TRUSS
GLU-LAM TRUSS
GLU-LAM TRUSS
7x11
7/8
"
VERS
ALA
M
RIDG
ERI
DGE
RIDG
ERI
DGE
RIDG
EC
= 3/
4"C
= 3/
4"C
= 3/
4"C
= 3/
4"C
= 3/
4"
6x1
2 H
DR
6x1
2 H
DR
6x1
2 H
DR6
x12
HDR
6x12 HDR 6x12 HDR 6x12 HDR
(2) 2x10 (2) 2x10
CEILING FILL
W21x4
4 C
=1 1/
2"
W10x30 C= 1"
W10x3
0 C
= 1 3
/4"
W21
x44
C=
1 3/
4"4x
12 C
LG. R
IDG
E BE
LOW
5 1/4x14 VERSALAM 2800 Fb
C= 1/2" 6x12 HDR 6x12 HDR 6x12 HDR
6x12 HDR 6x12 HDR 6x12 HDR
5 1/4
x14
VER
SA
LAM
28
00
Fb
C= 1/
2"
5 1/4x11 7/8 VERSALAM
A
S-201
B
S-201
STEEL FRAME 1
STEEL FRAME 2 W12
x26
(6
)
W12
x16
(6
)
W12
x16
(6
)
W12
x16
(6
)
W12
x16
(6
)
W18x35 (10) W18x35 (5)
W18x50 (13) C= 1/2"
W16
x36
(1
2)
C= 1/
2"
W16
x36
(1
2)
C= 1/
2"
W16
x36
(1
2)
C= 1/
2"
W16
x36
(1
2)
C= 1/
2"
W16
x36
(1
2)
C= 1/
2"
8" CONCRETEWALL BELOW
W18x60 (20) C= 3/4"
W12
x26
(6
)
W12
x26
(6
)
W12
x26
(6
)
W12
x26
(6
)
W12
x26
(6
)
W12
x26
(6
)
W18x35 (5)
W18x35 (14)W18x35 (9)W18x60 (20)
W14
x26
(10
)
W14
x26
(10
)
W14
x26
(10
)
W14
x26
(10
)
W14
x26
(10
)
W14
x26
(10
)
DECKSPAN
W18x35 (15) W18x35 (14) W18x35 (14)
5. W 16 x 31 (35) C= 2"
INDICATES CAMBER (NO CAMBERWHERE NONE INDICATED)INDICATES NUMBER OF 3/4" DIASTUDS EQUALLY SPACED OR SPACEDAS INDICATED BETWEENPERPENDICULAR BEAMS
INDICATES BEAM OR GIRDER SIZE
6. WELD DECK PER 8/S-002
NOTES:
1. SEE SHEET S-001 FOR GENERAL NOTES & MATERIAL SPECIFICATIONS.
2. SEE SHEET S-002 FOR TYPICAL DETAILS
3 SEE SHEET S-201 FOR BRACED FRAME ELEVATIONS
4, SEE SHEET S-601 FOR TYPICAL STEEL FRAMING DETAILS
W14
x26
(8
)
W14
x26
(8
)
W14
x26
(10
)
W14
x26
(10
)
W14
x26
(10
)
W14
x26
(10
)
W18x35 (14) C= 3/4" W18x35 (8)
W14
x26
(4)
3 1/2" REG WT CONCRETETOPPING OVER VULCRAFT2" 'VLI' 20 GA. GALV METAL DECKT.O.C = (+) 13'-0"T.O.S = (+) 12'-6 1/2"
10" DIA. LOG HDR.
7x11
7/8
"
VERS
ALA
M7x
11 7/
8"
VE
RSA
LAM
7x11
7/8
"
VERS
ALA
M7x
11 7/
8"
VE
RSA
LAM
SEE A/S-501
SEE A/S-501
SEE A/S-501
SEE A/S-501
TS5x5x1/4 COL.
TS5x5x1/4 COL.
(2) 2x12 BM.
W18x35 (10)
C4
F1
F1
F1
F1
F1
6" CONC. SLABON 4" OF COMPACTEDGRANULAR FILL
ON 4" OF COMPACTEDGRANULAR FILL
6" CONC. SLAB
GB-1
GB-1
GB-1
8d @ 12" o.c. FN8d @ 6" o.c. EN &8d @ 6" o.c. BN,SHEATHING, ENTIRE ROOF w/1/2" CDX (32/16) PLYWOOD
8d @ 12" o.c. FN8d @ 6" o.c. EN &8d @ 6" o.c. BN,SHEATHING, ENTIRE ROOF w/1/2" CDX (32/16) PLYWOOD
NOT TO SCALE
VERIFY VERIFY
WALL PLATE HEIGHTS
ANCHORAGE
16d @ 6'' o.c. OR
BLO
CK
ING
SIZE
JOIN
T S
TUD
SIZE
ED
GE
STU
DSP
AC
ING
FIEL
D N
AIL
SPA
CIN
GE
DG
E N
AIL
NA
IL S
IZE
CO
MM
ON
MAT
ER
IAL
SH
EA
THIN
G
MA
RK
5/8" CDX PLYWDA 10d 2x6'' 12'' 2x NO
?
SHEAR WALL SCHEDULESILL
1/2"~ WEDGE ANCHORS
NOTE: ALL EXTERIOR SHEATHING SHALL BE CLASSIFIED AS 'TYPE A' SHEARWALLS. SHEAR TRANSFER AT TOP PLATES SHALL BE PER 5/S-401 WITH EITHER 16d @ 8" o.c. OR "A-35" @ 32" o.c.
@ 48" o.c. OR
POWER DRIVEN PINS
@ 16" o.c.
SILL ANCHORAGE USING POWER DRIVEN PINS SHALL BE HILTI X-ZF PINS OR EQUAL.PINS SHALL HAVE A MINIMUM DIAMETER OF 0.138 INCHES AND A MINIMUM INTO CONCRETE OF THE STRUCTURAL WORK DEPICTED HEREIN HAS BEEN
MOSTLY COMPLETED DURING PHASE 2 AND THESTRUCTURAL SHEETS AS WELL AS SUPPLEMENTALCLARIFICATIONS (20 THRU 31) HAVE BEEN INCLUDEDFOR REFERENCE PURPOSES. SHEET 23 OF 52
S-102
UPPE
R LE
VEL
AND
ROO
F FR
AM
ING
PLA
NS
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
22'-6
"1'-
0"
13'-0
"
18'-0
"
6'-0" 13'-11 1/16" 12'-9 9/16" 13'-10 15/16" 6'-0 1/16"
12'-9 9/16"
9'-6
"1'-
0"
13'-11 1/16"6'-0" 6'-0 1/16"13'-10 15/16"
TS10x5x1/4
TS10x5x1/4
TS5x
5x1/4
TS5x
5x1/4 TS
5x5x
1/4
TS5x
5x1/4
TS5x
5x1/4
TS5x
5x1/4
TS10x5x1/4 TS10x5x1/4 TS10x5x1/4
TS10x5x1/4 TS10x5x1/4
TS5x5x1/4TS5x5x1/4
TS5x
5x1/4
TS5x
5x1/4
12
8
TS5x
5x1/4
TS5x
5x1/4
TS5x
5x1/4
TS10x5x1/4
TS5x5x1/4
8
12
TS5x
5x1/4
TS5x
5x1/4
TS5x
5x1/4
TS5x
5x1/4
TS10x5x1/4
ABRACED FRAME ELEVATION #1 BRACED FRAME ELEVATION #2
B
5/16
PER PLANCOLUMN
5/16
5/16
PL 3/8
SLOTTEDBRACE PER ELEV.
BM. PER PLAN
4
3/8
PER PLANCOLUMNBM. PER PLAN
3/8
FRAME DETAIL1
FRAME DETAIL2 3
FRAME DETAIL
3/8
PER PLANCOLUMN
4FRAME DETAIL
BM. PER PLAN
THE STRUCTURAL WORK DEPICTED HEREIN HAS BEENMOSTLY COMPLETED DURING PHASE 2 AND THESTRUCTURAL SHEETS AS WELL AS SUPPLEMENTALCLARIFICATIONS (20 THRU 31) HAVE BEEN INCLUDEDFOR REFERENCE PURPOSES. SHEET 24 OF 52
S-201
BRA
CED
FRA
ME
ELEV
ATI
ONS
AND
DET
AIL
S
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
7'-6
"
1'-0"
2'-6"
1'-0
"
1'-0
"
2'-0"
2 3/4"
2'-6
"
DRAIN PER ARCH'L
w/ #5 @ 12" o.c. (V)12" CONCRETE WALL
#5 @ 12" o.c.
& #5 @ 18" o.c. (H)
CANTILEVERED SITE
4-#5 CONT.
SCALE: 3/4" = 1'-O" 7
1
12"
2'-0"
3" C
LR.
4'-0
"
TOP & BOTT4-#6 CONT.
CROSS TIESALTERNATE@ 18" o.c.AS SHOWN#3 STIRRUPS
GRADE BEAM SLAB PER PLAN
PER SCHED.
12"
''t''
1 1/2" NON-SHRINK
COL. PER PLAN
GROUT
7"
REINF. PERSCHEDULE
4-3/4" ~ HEADED A. BOLTSBASE > PER SCHED. w/
2TYP. SLAB ON GRADE
BASE MAT'LPER PLAN
PREPARE BASE PERRECOMMENDATIONSOF SOIL ENGINEER
3
#3 @ 18''o.c. EA. WAYCTR'D IN SLAB
6'' CONC. SLAB w/
SCALE: 1" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = 1'-0"
LAP
32"
LAP
32"
3'-9"4'-9"
5'-0"
3'-6" 3'-0"
2 3/4"
2"
6'-3
3/8
"1'-
6"
4'-1 7/16" 3'-6 7/16"
12'-0
1/4"
1'-6
"
2 3/4"
12"
2'-0
"
1'-6
"
SLOPE SIDEWALK AWAY FROM BLDG. @ 3/8" PER FOOT
5'-0" NTS
(+) 13'-0"
4'-3" NTS
12" (VARIES)
SCALE: 3/4" = 1'-O" SCALE: 3/4" = 1'-O"
SCALE: 3/4" = 1'-O"
CLR
6'-0
" 1-
'4"
7-#5 CONT. 7-#5 CONT.
14'-6
" MA
X. 1-
'4"
RESTRAINED WALL4
DRAIN PER ARCH'L
#5 @ 12" o.c.
4" STONE VENEER
#6 @ 8" o.c. (V)
12" CONCRETE WALLw/ #6 @ 16" o.c. (V)& #5 @ 18" o.c. (H)
FINISH FLOOR LINE
CANTILEVERED WALL5
15" CONCRETE WALLw/ #6 @ 8" o.c. (V)& #5 @ 18" o.c. (H)
DRAIN PER ARCH'L
#5 @ 12" o.c.
#6 @ 8" o.c. (V)
12" CONCRETE WALLw/ #6 @ 16" o.c. (V)& #5 @ 18" o.c. (H)
CANTILEVERED SITE WALL6
6'-0"
6'-0"
DRAIN PER ARCH'L
DNR INSPECTOR AND PROJECT SPECIFICATIONS.DRAINAGE AS PER THE DIRECTION OFPROVIDE WATERPROOFING AND WALL
#5 @ 18" o.c.
#6 @ 8" o.c. (V)
& #5 @ 18" o.c. (H)
1/2"x6" CONT. EMBED PLATE W/ 3/4" DIA. X 6" WELD STUD @ 18" 0.C.
w/ #6 @ 16" o.c. (V)12" CONCRETE WALL
4" STONE
3/4" EXPANSION
5 FT. WIDE X 4" THK SIDEWALK ON 4" COMPACTED GRANULAR FILL.
FINISH FLOOR
(+) 13'-0"
(+) 0'-0"
(-) 0'-6"
7-#5 CONT.
THE STRUCTURAL WORK DEPICTED HEREIN HAS BEENMOSTLY COMPLETED DURING PHASE 2 AND THESTRUCTURAL SHEETS AS WELL AS SUPPLEMENTALCLARIFICATIONS (20 THRU 31) HAVE BEEN INCLUDEDFOR REFERENCE PURPOSES.
SHEET 25 OF 52
S-301
FOUN
DATI
ON D
ETA
ILS
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
EMBED PLATES @ PILASTERS
PLAN
SECTION
EXTERIORWALL
INTERIORWALL
EMBED PLATE 1/2x10x1'-0"w/ 4-3/4"~x4-1/2" HEADED STUDS @ 8" GAGE
CONCRETE SLABOVER METAL DECK
BLOCK OUTDECKING @PILASTER
EMBED PLATE
GLU-LAM COLUMN
3/16 TYP.
STRAP 1/4x3x0'-9 1/2" EACH SIDE COLUMN,FIELD WELDED TO EMBED PLATE, w/ 2-3/4"~ M.B.
1'-0
"
1'-0" 0'-6" 0'-6" 0'-8"
0'-7"0'-1 1/2"
0'-3"
0'-5
"0
'-3"
0'-1
1/2"
4'-7 5/8"
5'-2 1/8"
@ 8" INTERIOR CONCRETE WALL
SECTION
EMBED PLATE 1/2x8x1'-0"w/ 2-3/4"~x6" HEADED STUDS @ 8" GAGE
CONCRETE SLABOVER METAL DECK
3/16 TYP.
EMBED PLATES @ STEEL BEAMS
BLOCK OUT WALL 12" WIDE x BEAM DEPTH. GROUT WALL BLOCKOUT SOLID AFTER BEAM HAS BEEN WELDED IN PLACE.
STEEL BEAM PER PLANw/ 3/8" STIFFENER PLATEEACH SIDE
8" CONCRETE WALL
@ EXTERIOR CONCRETE WALLS
SECTION
EMBED PLATE 1/2x8x1'-5"w/ 6-3/4"~x5" HEADED STUDS @ 5" GAGE @ W18& >1/2x8x0'-11"w/ 4-3/4"~x5" HEADEDSTUDS @ 5" GAGE @ W12&W14 BEAMS
CONCRETE SLABOVER METAL DECK
EMBED PLATES @ STEEL BEAMS
STEEL BEAM PER PLAN
CONCRETE WALL(WIDTH VARIES)
BEAM CONNECTIONPER DETAIL 7/S-601FIELD WELD SHEAR TABTO EMBED >
NOTE: EMBED >AT TOP OF WALLNOT SHOWN FORCLARITY, SEEDETAIL 4/S-301
0'-0
1/2"
0'-2
1/2"
0'-6
"
DOUBLE TOP PLATE SPLICEN.T.S. 1
OF SPLICE JOINT24-16d NAILS EA. SIDE
PLATESDOUBLE TOP
4'-0" MIN.
PLANSTUDS PER
4'-0" MIN.
JOINT
STUD FRAMING @ CORNERS1" = 1'-0", TYP. U.N.O.
@ SHEAR WALL @ NON-SHEAR WALL
2
APPROVED BY THE ENGINEER1/4 SPAN ONLY WHENAS DETAILED @ OUTSIDEJOISTS MAY BE NOTCHED
NOTCHING @ BEAMS/JOISTS
BEFORE CUTTING NOTCH
JOISTS
3
TYP. AS SHOWN
PLAN @ 16" o.c.2x STUDS PER
STAGGERED16d @ 18" o.c.
OCCURSPOST WHERE
SCHED.E.N. PER
PLAN
SCHEDULE
SEE SHEARWALL
PLAN
PERMITTED WITHIN MIDDLE 1/3 DEPTHDRILLED HOLES (1 1/2" MAX.)
NO HOLES IN END 1/5 SPAN
BEAMS & PURLINS
DRILL 1/2"~ HOLE
REQUIREDFOR NOTCHSEE PLANS
D
MEMBERSUPPORT D
SPACING
SPAN ONLYMIDDLE 1/2 OF
D/3
D/3
MAX.1"
10~ MIN.
D/3
D/3
BEARING STUDS
NOTCHING/BORING OF STUDS2 1/4" DIA. @ 2x61 3/8" DIA. @ 2x4WIDTH BORE40% MAX. STUD
7/8" MAX. @ 2x4 STUDS1 3/8" MAX. @ 2x6 STUDS
25% MAX. NOTCH
4
TYP. ALL STUDSDISTANCE5/8" MIN. EDGE
3 1/4" DIA. @ 2x62" DIA. @ 2x4
NON-BEARING
EXTERIOR &
STUDS
3 1/4" DIA. @ 2x62" DIA. @ 2x4WIDTH BORE60% MAX. STUD
WIDTH BORE60% MAX. STUD
DOUBLE STUDS
WIDTH OF STUD, MAX.TYP. ALL STUDS
2 1/8" MAX. @ 2x6 STUDS1 3/8" MAX. @ 2x4 STUDS40% MAX. NOTCH
SAME STUD SECTION NOT TO OCCUR IN THE2. NOTCH AND BORING IS
STUDS IS NOT PERMITTED TWO SUCCESSIVE DOUBLE1. BORING OF MORE THAN
TYP. ALL STUDSWIDTH OF STUD, MAX.
NOTES:
SHEAR TRANSFER CONN.S
TYPE
PLATES
TYPE A
SPLICE PER1/S4 TYP.
2x SOLID
SCHEDULE
2-2x TOP
'A35' PER
B.N. BLK'G
B TYPE C
5
2x SOLID
WALL SCHED.PER SHEARSPACING
2x BLK'G.w/ 16d @
B.N. BLK'G B.N.
"A" OR "B"OR 16d PER'A35' CLIP
@ 48" o.c.2xBLK'G.
1 1/2"=1'-0"
20 GA. - 2" TYPE VL1-VULCRAFT GALVANIZEDMETAL DECK 3-SPANSMIN. w/ 4-5/8"~ EFFECTIVEPUDDLE WELDS PERSHEET PER SUPPORT
3/4" ~ HEADED SHEARCONN. x 4 1/4" LONG (NETIN PLACE)
3 1/2" REG. WT. CONC. FILL(145 P.C.F.) F'c=3,000 PSITYPICAL
5 1/
2"
2"3
1/2"
1" CLR.
TYPICAL COMPOSITE BEAM
6x6/W1.5xW1.5 WWF @< SLAB
1 1/2"=1'-0"
5 1/
2"
2"3
1/2"
3/4" CLR.
ADD'L. REINF. AT GIRDER
GIRDER PERPLAN
#4 x 6'-0" @ 24"@ GIRDERS(CENTER REINF.OVER GIRDER)
COVER
1 1/2"=1'-0"
INTERIOR EDGE CONDITION
12" MAX.
9" MAX.2" MIN.
METAL DECK TYPEAND DIRECTION OFSPAN PER PLAN TYP.
14 GA.CLOSURE
1"
PROVIDE REINFORCINGIN SLAB PER
TYP., U.N.O.
11S002
1 1/2"=1'-0"
TYP. EXTERIOR EDGE CONDITION
12" MAX.
2" MIN.METAL DECK TYPEAND DIRECTION OFSPAN PER PLAN TYP.
12 GA.CLOSURE
BEAM PER PLAN
L BRACE OR PERP. BEAMPER PLANS, PER DETAILPROVIDE BRACE AT 10'-0" O.C.
10S601
1" CLR.
2'-0"
#4 @ 24" O.C.
#4 CONT.
FIREWALLPER ARCH'L.
1/8 3-12
1/8 3-12
9 10 11 12 SHEET 26 OF 52
S-401
UPPE
R FL
OOR
AND
ROO
FRA
MIN
G D
ETA
ILS
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
54'-1 3/4"
8 3/4"x15" 24F-V8 GLB CHORD - ONE PIECE
8 3/4"x12" 24F-V8 GLB COLUMN
8 3/4"x24" 24F-V8 GLB CHORD
8 3/4"x12 GLB WEB
8 3/4"x12 GLB WEB
8 3
/4"x
12 G
LB V
ERTI
CAL
8
12
8 3/4"x24" 24F-V8 GLB CHORD
ATRUSS ELEVATION
2'-1"
6"
4'-9"
2'-0
"
6"
1'-10
"
2'-2"
1'-10 1/2"
2"4"
4"
2'-0"
2'-0"
6"
GLU-LAM POST PER PLAN
CAP'ECC' COLUMN
GLU-LAM BEAMPER PLAN
432
1
TRUSS DIAGONALPER ELEVATION
TRUSS CHORDPER ELEVATION
3-1"DIA. M.B. (BLACK) w/WSHRS., TYP. U.N.O.
PL 1/4x6 w/ 1/2" CHAMFEREDCORNERS - PAINTED BLACK
3-1" DIA. M.B. (BLACK) w/WSHRS., TYP. U.N.O.
3-1" DIA. M.B. (BLACK) w/WSHRS., TYP. U.N.O.
6-1"DIA. M.B. (BLACK) w/WSHRS.
EACH SIDE, TYP.
THE STRUCTURAL WORK DEPICTED HEREIN HAS BEENMOSTLY COMPLETED DURING PHASE 2 AND THESTRUCTURAL SHEETS AS WELL AS SUPPLEMENTALCLARIFICATIONS (20 THRU 31) HAVE BEEN INCLUDEDFOR REFERENCE PURPOSES. SHEET 27 OF 52
S-501
FOOF
TRU
SS
ELE
VATI
ON &
DET
AIL
S
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
SCALE: SCALE: SCALE:
SCALE:SCALE: SCALE: SCALE:
SCALE:SCALE:SCALE: SCALE:
COLUMNPER PLAN
NON-MOMENTCONNECTION1 N.T.S
PLATE 1/2"
BEAMPER PLAN
7S601
BEAM TO COLUMNCONNECTION2 N.T.S
1/4
1/4
BM. PER PLAN
CAP PL 1/2'' w/
COL. PER PLAN
4-3/4'' H.S.B.
PL 3/8 STIFFENEREA. SIDE
SHEAR CONNECTIONAT THE GIRDER3 N.T.S.
7S601
7S601
4-3/4" DIA.W18
TYP. BOLTEDCONNECTION7 N.T.S.
5/16
3/8
W
3/4
3/4
" t "
BOLTS PERSCHEDULE
W21
W
5-3/4" DIA.
W10
W12, W14
W16
BEAM NO. OF A-325N
BOLT SCHEDULE
2-3/4" DIA.
3-3/4" DIA.
4-3/4" DIA.
PL. REMARKS
NON-MOMENTCONNECTION4 N.T.S.
COLUMNPER PLAN
BEAMPER PLAN
7S601
BEAM TO COLUMNCONNECTION5 N.T.S.
PL 1/4 STIFFN'R.EA. SIDE
1/4
BM. PER PLAN
CAP PL 1/2 \'' w/
3/16
2-3/4'' H.S.B.
COL. PER PLAN
SHEAR CONNECTIONAT INT. GIRDER6 N.T.S.
1. WHEN "X" IS GREATER THAN 6" AND AT ALL MOMENT FRAMES, USE FULL DEPTH SHEAR TAB AT DEEPER BEAM.
NOTES:
7S601
7S601
BRACE PERP. TO DECK10 N.T.S.
9S601
SEE 13/S6.0 FOR NOTESNOT SHOWN
2
3/16
L3x3x3/162 3/4" DIA. HEADED STUDS1
3/16
PL 3/8x4x0'4" W/1 3/4" DIA. A325N BOLT
L2 1/2x2 1/2x3/16
BRACE TO BEAM CONNECTION9 N.T.S.
10S601
ONE SIDEDSHEAR CONNECTION8 N.T.S.
1. AT ALL GIRDERS WHERE BEAMS FRAME INTO ONE SIDE OF GIRDERS ONLY.
2. AT INTERIOR GIRDERS WHERE BEAMS FRAMING INTO OPPOSITE SIDE OF GIRDER HAVE A 1'-0" OFFSET OR MORE.
7S601
7S601
L3x3x3/8
DECK BEARINGANGLES AT COLUMN11 N.T.S.
L3x3x3/8
TYP. 3/16
6" M
AX.
"X"
t3 1/2" TYP. U.N.O.
3" TYP. U.N.O.4 1/2" @ W24 & LARGER
1 1/2
"
STA
NDA
RDH
OLES
@ 3
"
1 1/2
"
PL 3/8" U.N.O.
1 1/2"1 1/2"
1 1/2"
1 3/8"
1 1/2"
FIELD MEASUREIF SKEWED
1 1/2"
1" CL
EAR
THE STRUCTURAL WORK DEPICTED HEREIN HAS BEENMOSTLY COMPLETED DURING PHASE 2 AND THESTRUCTURAL SHEETS AS WELL AS SUPPLEMENTALCLARIFICATIONS (20 THRU 31) HAVE BEEN INCLUDEDFOR REFERENCE PURPOSES. SHEET 28 OF 52
S-601
TYPI
CAL
STE
EL D
ETA
ILS
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
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TS: T
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AND
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DES
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OFE
SSIO
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EMPL
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D O
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NED
BY
THE
ENG
INEE
RIN
G S
ERVI
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BU
REA
U O
F TH
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EPAR
TMEN
T O
F N
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RES
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ES.
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A D
EPAR
TMEN
T O
F N
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RES
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GIN
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ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
0'-10"
11 1/2
"
BEAM HANGERS @ RIDGE BEAMS
FABRICATED BEAM HANGEROF L3x3x1/4 ANGLES &BENT PL "U" HANGER 1/4"x4"WIDE. PROVIDE NAILHOLES FOR 6-16d @ EACHTOP LEG & 3-16d @ EACHVERTICAL LEG OF ANGLESPLUS 4-16d EACH SIDE OF"U" HANGER
3/16 2-1/2"12
8
GLU-LAM TRUSS PER PLANS
7x11-7/8 VERSALAMRIDGE BEAM
TOP VIEW
SCALE 1" = 1'-0"
8"
4"
WOOD BEAM TO STEEL COLUMN
TS3x3 COLUMNPER PLAN
+8'-0"
2-2x12 BEAM
BENT "U" PL
OFFSET "W" HANGEROPPOSITE SIDE
3/16
4-16d NAILHOLES EA.SIDE
SCALE 2" = 1'-0"
8 1/4" 2 1/2"
BEAM STUB AT BRACED FRAME
3/16
TS10x5x1/4BEAM (T.O.S=+12'-6 1/2"
+12'-6 1/2"BEAM (T.O.S=TS10x5x1/4
TS10x5x1/4 STUB
TYP.
TYP
TS5x5 COLUMNPER PLAN
PL 1/4 CAP
SHEAR CONNECTIONPER 7/S-601
END PL
W18x35 PER PLAN
TYP
SCALE 2" 1' 0"
2 1/2
"
2 3/
4"6
"2
1/2"
9 9/
16"
RIDGE BEAM AT EXHIBITS
W21x44 STEEL RIDGE PER PLAN w/ 4x12 NAILEREACH SIDE WITH 3/4"~x3 THREADED STUDS @ 12" o.c.STAGGERED AS SHOWN, FITTIGHT
ROOF JOISTS PER PLANIN SLOPED HANGERS
3x SHAPED NAILER w/3/4"~x2 1/2" STUDS @ 24" o.c.
PLYWOOD
1/8"x3" STRAP EACHSIDE @ 8'-0" o.c. w/8-16d NAILS TO 4xNAILER, SEE X18 FORCONTINUATION
PER PLAN
SCALE 2" = 1'-0"
CEILING BEAM AT EXHIBITS
CONTINUATIONBEAM, SEE X17 FOR
SIDE @ 8'-0" o.c. w/8-16d NAILS TO 4x12
1/8"x3" STRAP EACH
4
12
2x10 CEILING PER PLAN IN SLOPEDHANGERS
4x12 RIDGEBEAM
BEND STRAPSTO FIT
SCALE 2" = 1'-0"
4 7/
16"
2 1/2
"2
1/2"
2 1/2
"
VALLEY BEAM AT EXHIBITS
12
4 7/16
6
123/4"DIA. x 2 1/2" 3x SHAPED NAILER w/
STUDS @ 24" o.c.
PER PLANPLYWOOD
IN SLOPED HANGERSROOF JOISTS PER PLANW10x30 STEEL VALLEY BEAM
PER PLAN w/ 4x NAILEREACH SIDE WITH 3/4" DIA. x 3 THREADED STUDS @ 12" o.c.STAGGERED AS SHOWN, FITTIGHT
SCALE 2" = 1'-0"
2 1/2
"
HIP BEAM
PER PLAN w/ 4x NAILERW10x30 STEEL HIP BEAM
STAGGERED AS SHOWN, FITTHREADED STUDS @ 12" o.c.EACH SIDE WITH 3/4 DIA. x 3
TIGHT. SEE X19 FOR SPACING.
3/4" DIA x 2 1/2" 3x SHAPED NAILER w/
STUDS @ 24" o.c.
W21x44 STEEL HIP BEAMPER PLAN w/ 4x12 NAILEREACH SIDE WITH 3/4" DIA. x 3 THREADED STUDS @ 12" o.c.STAGGERED AS SHOWN, FITTIGHT. SEE X17 FOR SPACING.
IN SLOPED HANGERSROOF JOISTS PER PLAN
PER PLANPLYWOOD
SCALE 2" = 1'-0"
6"
BEAM CONNECTION AT FRAMES
BENT PL "U" HANGER 1/4"x4"WIDE. PROVIDE NAILHOLES 4-16d EACH SIDE OF"U" HANGER
3/16
7x11-7/8 VERSALAMRIDGE BEAM
8
12
STEEL FRAME PER PLANw/ 2x6 NAILER TOP & w/ 3/4"~ THREADED STUDS @ 24" o.c.
SCALE 2" = 1'-0"
THE STRUCTURAL WORK DEPICTED HEREIN HAS BEENMOSTLY COMPLETED DURING PHASE 2 AND THESTRUCTURAL SHEETS AS WELL AS SUPPLEMENTALCLARIFICATIONS (20 THRU 31) HAVE BEEN INCLUDEDFOR REFERENCE PURPOSES. SHEET 29 OF 52
S-701
CLA
RIFI
CATI
ON D
ETA
ILS
THE DETAILS ON THIS SHEET WERE ISSUED ASSUPPLEMENTAL CLARIFICATIONS TO THE ORIGINALCONSTRUCTION DRAWINGS DURING THE INITIALCONSTRUCTION PROJECT.
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
2'-0"
WOOD JOISTS TO STUD WALL DETAIL
SECTION
12
8
9'-4 1/2" TYPICAL
VARIES
E.N.
E.N.
> HEIGHTVARIES
BIRDSMOUTH CUT(PROVIDE STIFFENERS AS REQ'D.)
EXTERIORSHEATHING
SCALE 1" 1' 0"
7 3/4"
11'-2
11/16
"
8'-2 1/4"
0'-1
0"
12'-6
"12
'-6"
12'-3
3/16
"19
'-2"
8'-2 1/16"
15'-4" 5'-0"
19'-7
"
4'-6
"
9'-9
1/2"
6'-4 1/16"
X27
X27
2
ABOVE4x6 POST
1
ON 4" OF COMPACTED GRANULAR FILL
6" CONC. SLAB
TS4x4x1/F1
C.L
.
F1
F1
F1
F1
GB
-1
GB-1
GB-1
6" CONC. SLAB ON 4" COMPACTED GRANULAR FILL
F1
C4
TS5x5x1/2 COL.
W18x35 (14)
W18x35 (5)
W12
x26
(6)
W12
x26
(6)
W16
x36
(1
2)
C= 1/
2"
W18x35 (5)
W12
x16
(6
)
ABOVE
ABOVE4x6 POST
ABOVE4x6 POST
ABOVETS5x5x1/
11'-2
11/16
"
0'-7 3/4"
2'-0"
20'-7 1/2"
T.O.LOG = (+) 10'-
T.O.LOG = (+) 10'-
T.O.LOG = (+) 10'-
10" DIA. LOG HDR.
T.O.LOG = (+) 10'-
(2) 2x10LOW BEAM @
X301
11 7/8" BCI 900s SP @ 16" O.C.
X29
X28
1
1
10" DIA. LOG HDR.
T.O.LOG = (+) 10'-10" DIA. LOG HDR.
5 1/4x11 7/8 VERSALAM
C= 1/
2"
5 1/
4x14
VE
RS
ALA
M
2800
Fb
6x12 HDR
6x12 HDR
8"-10" DIA. LOG
10" DIA. LOG HDR.
10" DIA. LOG HDR.
2x4 CLG. JSTS.
11 7/8" BCI 900s SP
11 7/8" BCI 900s SP
11 7/8" BCI 900s SP @ 16" O.C.
@ 16" O.C.
@ 16" O.C.
2x6
RA
FTER
S@
16" O
.C.
2x6 RAFTERS@ 16" O.C.
2x6
RA
FTER
S@
16" O
.C.
(2) 2x
8 VALL
EY
(2) 2
x6 H
IP
4x12 SEL STR.
10" DIA. LOG HDR.
X31
10" DIA. LOG HDR.
1
PART
IAL
LOG
BEA
M
RIDGE
X272
X271
3'-0
"
3'-0"
1'-0
"
1'-6"
SCALE: 3/8" = 1'-0"WALL SECTION
HOOKSALTERNATE
w/ #4 @ 18"o.c. (V)
2-#5 CONT. 1'-0
"1'-
0"
2'-0
"
WALL SECTIONSCALE: 3/8" = 1'-0"
8" STEM WALL
6" CONC. SLABw/ #3 @ 18"
#4 DOWELS @ 18" o.c.
18"12"
GRADE BEAMPER PLAN
TS4x4x1/4 COL.w/ BASE > 3/4x12x1'-0" w/ 4-3/4"~x12" A.B.
FOOTING PER PLAN,THICKEN TO FROST DEPTH
1-1/2" NON-SHRINKGROUT
FOOTING BEYOND
WOOD LOG TO STEEL COLUMN
TS4x4 COLUMNPER PLAN
CAP > 3/8 x
3/16
2-#12x3" TORXSCREWS EA. SIDECOUNTERSUNK IN >
5x0'-8"
10"~ LOG, NOTCHED FORCAP PLATE
10"~ LOG
SCALE: 2" = 1'-0"
1X28
2'-0"
0'-9
1/2"
ROOF EDGE AT LOG BEAM
6
12
9'-4 1/2"
10"~ LOG BEAM
9'-5"
TYPICAL
4-16d TOENAILS
2x6 ROOFJOISTS w/
2x4 CEILING w/ 3-16d TO ROOF
BIRDSMOUTH CUT
10'-2 1/2"
SCALE: 1" = 1'-0"
1X29
2'-0"
0'-9
1/2"
6
12
9'-4 1/2"
10"~ LOG BEAM
9'-5"
TYPICAL
4-16d TOENAILS
2x6 ROOFJOISTS w/BIRDSMOUTH CUT
10'-2 1/2"
ROOF EDGE AT LOG/STOREFRONT
ALUMINUM STOREFRONTSYSTEM (FOLLOW FALSEBLOG BEAM AT WALL).
IN FOREGROUNDFALSE LOG BEAM
SCALE: 1" = 1'-0"
1X30
1'-0 1/16"
0'-1
3/16
"
AT EAVENOTCHED TO 4x64x12 RIDGE BEAM
8"-10"~ LOG BEAMTRUSS
NAILS4-16d TOE
ROOF EDGE AT LOG TRUSSSCALE: 1" = 1'-0"
1X31
THE DETAILS ON THIS SHEET WERE ISSUED ASSUPPLEMENTAL CLARIFICATIONS TO THE ORIGINALCONSTRUCTION DRAWINGS DURING THE INITIALCONSTRUCTION PROJECT.
THE STRUCTURAL WORK DEPICTED HEREIN HAS BEENMOSTLY COMPLETED DURING PHASE 2 AND THESTRUCTURAL SHEETS AS WELL AS SUPPLEMENTALCLARIFICATIONS (20 THRU 31) HAVE BEEN INCLUDEDFOR REFERENCE PURPOSES.
S-702
SHEET 30 OF 52
CLA
RIFI
CATI
ON D
ETA
ILS
PARTIAL FRAMING PARTIAL FOUNDATION SCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"
PROJ
ECT
NO. :
09-
04-
67-
01
PA 5808 09-04-67-01
10/21/08
10/21/08
T. AMICE
T. AMICE
T. AMICEDRAWN BY
DATEDESIGNED BY
CHECKED BY
DATE
DATE
ACT. CODE NO.
10/25/08
MON
ONA
COU
NTY,
IOW
AVI
SIT
OR C
ENTE
R CO
MPL
ETIO
NLE
WIS
AND
CLA
RK S
TATE
PA
RK
OW
NER
SHIP
OF
DO
CU
MEN
TS: T
HE
DO
CU
MEN
TS A
ND
TH
E ID
EAS
AND
DES
IGN
INC
OR
POR
ATED
HER
EIN
AS
AN IN
STR
UM
ENT
OF
PRO
FESS
ION
AL S
ERVI
CE
ARE
THE
PRO
PER
TY O
F TH
E IO
WA
DEP
AR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES A
ND
AR
E N
OT
TO B
E U
SED
, IN
WH
OLE
AN
D IN
PAR
T FO
R A
NY
OTH
ER P
RO
JEC
T W
ITH
OU
T W
RIT
TEN
AU
THO
RIZ
ATIO
N O
F TH
E R
ESPO
NSI
BLE
DES
IGN
PR
OFE
SSIO
NAL
EMPL
OYE
D O
R R
ETAI
NED
BY
THE
ENG
INEE
RIN
G S
ERVI
CES
BU
REA
U O
F TH
E D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ES.
IOW
A D
EPAR
TMEN
T O
F N
ATU
RAL
RES
OU
RC
ESEN
GIN
EER
ING
SER
VIC
ES -
WAL
LAC
E ST
ATE
OFF
ICE
BU
ILD
ING
DES
MO
INES
, IO
WA
5031
9-00
34
PROJECT NO.
11'-0" 4'-0"
5'-8
4'
-0"
4'-0
"
4'-11 1'-6"
STAIR #1 PLAN
W14x26 (8)
TS10x5x1/4
TS16x4x3/8
DN
W18
x35
(15)
DN
(+) 1
0'-0
9/1
6"
(+) 7
'-1 1/
8"
TS16x4x3/8
TS16x4x3/8
TS16x4x3/8
TS16x4x3/8
TS16
x4x3
/8
TS16
x4x3
/8
TS4x4x1/COLUMN(4) PLC.Sw/ F-1
GB-
1
X341
X342
X343
8 1/
4"
6'-6
5/8
"7'
-0"
SCALE 1/4" = 1'-STAIR #1 SECTION
GUARDRAILS NOTSHOWN FOR CLARITY
ALL STRINGERS TO AT TOP AND (NO OFFSETS) WELD ANDGRIND SMOOTH
STAIR ISOPEN BELOW
TS8x4x3/8STUB
HANDRAIL EXTENSION
1'-6"
1'-11"
3'-0
"1'-
0"
2"
2"
8'-1
0 1/
2"
5'-1
1
3'-0
"
2"
X-34STAIR #1 DETAILS
1
2
3
L5x5x3/8CONT.
TS16x4x3/8
TS16x4x3/8
BEAM PER PLAN
BEAM PER PLANTS16x4x3/8
L5x5x3/8CONT.
3/8" END PL
G1'-6"
2"
SCALE: 3/4" = 1'-
0'-1 1/2"
0'-4"
COLUMN ANCHORAGE REPAIR @ FRAME
TS5x5 COLUMNPER PLAN
PER PLANTS5x5 COLUMN
SCALE: 2" = 1'-0"
PROVIDEPL 1/4x3x0'-3"WASHERS UNDER
L4x4x3/8x0'-4"CLIP TO WALL,EA. SIDEw/ 3/4" WEDGEANCHORS
CONCRETEWALL
NUTS WHEREBASE PLATE WAS SLOTTEDWELD TO BASE PLATE
3/16
0'-8
"
ANCHORAGE REPAIR @ TS16x4x3/8 BEAM
CAP PL1/2x3x0'-8"w/ PL1/2x8X0'-8" GUSSET
EXISTING EMBED
EXISTING TS16x4x3/8
EXISTING TS16x4x3/8
EXISTING EMBED
CAP PL1/2x3x0'-8"w/ PL1/2x8X0'-8" GUSSET
CONCRETE WALL
5/16
SCALE: 2" = 1'-0"
THE DETAILS ON THIS SHEET WERE ISSUED ASSUPPLEMENTAL CLARIFICATIONS TO THE ORIGINALCONSTRUCTION DRAWINGS DURING THE INITIALCONSTRUCTION PROJECT.
THE STRUCTURAL WORK DEPICTED HEREIN HAS BEENMOSTLY COMPLETED DURING PHASE 2 AND THESTRUCTURAL SHEETS AS WELL AS SUPPLEMENTALCLARIFICATIONS (20 THRU 31) HAVE BEEN INCLUDEDFOR REFERENCE PURPOSES.
S-703
SHEET 31 OF 52
CLA
RIFI
CATI
ON D
ETA
ILS
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