BOARD AGENDA FORM - Ames Community School District 19... · BOARD AGENDA FORM Subject: Haila Design...
19
Ames Community School District Exhibit No. __A-4_ Ames, IA Date: December 15, 2014 BOARD AGENDA FORM Subject: Haila Design Development Plans for the 24 th Street Projects Prepared By: Tim Taylor, Superintendent Action Requested: Approval Suggested Motion: I move the Board approve the design development plans as presented by John Haila Architects for the Athletic Fields and Administration Building on 24 th Street. Executive Summary: Directors were provided with the Design Development Project Manual as prepared by Haila Architects for the 24th Street projects. This manual summarizes the final work in the Design Development phase. At this time, Haila Architects is seeking formal Board approval before moving to the Construction Documents phase for preparation of technical drawings and specifications. Financial Information: Fund: Estimated Cost: Budget Amount: NOTE: The Design Development Project Manual is available for public review at the Crawford Educational Services Center, 415 Stanton Avenue. A copy will also be available at the Board meeting.
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Transcript of BOARD AGENDA FORM - Ames Community School District 19... · BOARD AGENDA FORM Subject: Haila Design...
Ames Community School District Exhibit No. __A-4_ Ames, IA Date: December 15, 2014
BOARD AGENDA FORM Subject: Haila Design Development Plans for the 24th Street Projects Prepared By: Tim Taylor, Superintendent Action Requested: Approval Suggested Motion: I move the Board approve the design development plans as presented by John Haila Architects for the Athletic Fields and Administration Building on 24th Street. Executive Summary: Directors were provided with the Design Development Project Manual as prepared by Haila Architects for the 24th Street projects. This manual summarizes the final work in the Design Development phase. At this time, Haila Architects is seeking formal Board approval before moving to the Construction Documents phase for preparation of technical drawings and specifications. Financial Information: Fund: Estimated Cost: Budget Amount: NOTE: The Design Development Project Manual is available for public review at the Crawford Educational Services Center, 415 Stanton Avenue. A copy will also be available at the Board meeting.
DESCRIPTION VARIANCE REMARKS
12-04-14 10-20-14 Amount
General Requirements 450,672 452,727 (2,055)
Concrete Work 226,805 226,805 0
Masonry Work 104,400 102,480 1,920 Added interior CMU walls at Breakroom
Structural & Misc Metals 321,300 323,391 (2,091) Adjusted to revised framed area
Rough Carpentry 32,500 30,818 1,682 Added blocking & plywood
Glue Laminated Construction 0 0 0 Specified but not shown
Finish Carpentry 92,532 80,899 11,633 Added wood ceilings, beams, rails, dais desk
Moisture Protection 265,676 262,582 3,094 Added fully adhered roofing
Doors & Windows 175,750 176,620 (870) Delete clerestory windows, add control window
Finishes 488,278 470,762 17,516 Added terrazzo flooring & base
Specialties 33,765 29,325 4,440 Added permanent projection screens
Window Shades 8,900 7,500 1,400
Equipment 0 0 0
Fire Suppression 51,653 39,000 12,653
Mechanical 733,431 755,000 (21,569)
Electrical 389,208 395,000 (5,792)
Sitework 0
Site Development 3,025,539 2,861,185 164,354
Baseball Field Lighting 200,000 200,000 0
Softball Field Lighting 150,000 175,000 (25,000)
Concessions & Toilets 452,737 382,330 70,407 Adjusted budget to current design
Press Boxes (2 each) 272,280 249,844 22,436 Adjusted budget to current design
Covered Shelter / Seating 47,478 47,478 0 $47,478 adjusts to $50,000 with burden
Site Structures at Maint Building 0 0 0
Insurance & Bonds 103,376 109,340 (5,964)
Construction Fee 266,920 258,232 8,688
Subtotals 7,893,200 7,636,318 256,882
FF&E 400,000 400,000 0
CM Fee 417,928 417,928 0
Design Fees & Expenses 820,000 820,000 0
Project Contingency (6.00%) 473,592 850,000 (376,408)
Potential Sale of Property 0 0 0
TOTALS 10,004,720 10,124,246 (119,526)
24th Street DevelopmentAmes, Iowa
December 9, 2014
ADMINISTRATION
EARTH
PLYWOOD
GYPSUM WALLBOARD
ACOUSTICAL CEILING TILE
CONCRETE BLOCK
CONCRETE
RIGID INSULATION
BATT INSULATION
DIMENSION LUMBER
WOOD
SAND & GRAVEL
EXPANSION JOINT
NEW SPOT ELEVATION
DOOR NUMBER
NOTE REFERENCE
ROOM NAME & NUMBER
SECTION, DETAIL OR PLAN REFERENCE
WINDOW IDENTIFICATION
101
1
ROOM NAME
100
DETAIL NUMBERDRAWING SHEET NUMBER
ELEVATION NUMBERDRAWING SHEET NUMBER
DIRECTION OF VIEW
A1
W1
1106.00
A1.1
A1A1.1
3'-6
"
3'-4
"
1'-5
"
1'-0
"3'
-6"
2'-1
0"
3'-4
"4'
-0"
3'-5
"1'
-6"
3'-0
"
1'-6
"1'
-10"
TOILETPARTITION
MIRROR URINALSCREEN
1" 3'-0"
3" 4'-4"
TD
SND
GB URINAL
EHD
PTD3'-4" 2"
GB
3'-5"
3'-0
"
3'-0"
NOTE: FIXTURES SHOWN ARE REPRESENATIONS ONLY - REFERTO PROJECT SPECIFICATIONS FOR ACTUAL FIXTURES
RIM
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
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DU
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17 In
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Suite
111
Des
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IA 5
0309
515-
251-
7280
Fax
515-
251-
7349
MO
DU
S17
17 In
gers
oll A
ve.,
Suite
111
Des
Moi
nes,
IA 5
0309
515-
251-
7280
Fax
515-
251-
7349
HAI
LA A
SP30
4 M
ain
Stre
etAm
es, I
A 50
010
515-
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0007
Fax
515-
292-
0008
SNYD
ER &
ASS
OC
IATE
S27
27 S
W S
nyde
r Blvd
.An
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, IA
5002
351
5-96
4-20
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1
2
3
©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
AL
EN
GIN
EER
A0.0
ABBREVIATIONS,MATERIAL LEGENDS,SYMBOLS
Ames
Com
mun
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rict
24th
Stre
et D
evel
opm
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Adm
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n Bu
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12-05-141417
DESIGN DEVELOPMENT
ABBREVIATIONSMFR ManufacturerMARB MarbleMKRB Marker BoardMO Masonry OpeningMAX MaximumMECH MechanicalMEMB MembraneMTL MetalMIN MinimumMISC MiscellaneousMTD MountedMULL MullionMIC Multicolor Interior Coating
NATF Natural FinishNSF Net Square FootageNOM NominalN NorthNIC Not In ContractNTS Not To ScaleNUM Number
OFF OfficeOC On CenterOPNG OpeningOD Outside DiameterOA Overall
PT PaintPR PairPNL PanelPTN PartitionPLAS PlasterPLAM Plastic LaminatePL PlatePLYWD PlywoodPVC Polyvinyl ChlorideLB PoundPRCST PrecastPCMU Prefaced Concrete Masonry Unit
QT Quarry Tile
R RadiusREF ReferenceREFR RefrigeratorREINF ReinforcedRCMU Reinforced Concrete Masonry UnitREBAR Reinforcing BarREQD RequiredRESIL ResilientRB Resilient BaseRSF Resilient Sports FloorR RiserRD Roof DrainRM RoomRO Rough Opening
SCHED ScheduleSLR SealerSLRHRD Sealer HardenerSECT SectionSS Service SinkSHT SheetSM Sheet MetalSHV ShelvingSHR ShowerSIM SimilarS SouthSpec SpecificationSQ SquareSF Square or Square FeetSTN StainSST Stainless SteelSTD StandardSTL SteelSTJST Steel JoistSTOR StorageSGFT Structural Glazed Facing TileSTRUCT StructureSUSP Suspended
TKBD Tack BoardTEL TelephoneTV TelevisionTMPD TemperedTMPD GL Tempered GlassTER TerrazzoTHK ThickTHRES ThresholdT & G Tongue and GrooveT & B Top and BottomTOC Top of Curb. Top of ConcreteTOP Top of PavementTOS Top of SteelTOW Top of WallTF Transparent FinishT Tread---X Type XTYP Typical
UNO Unless Noted OtherwiseUR Urinal
VERT VerticalVEST VestibuleVB Vinyl BaseVCT Vinyl Composition TileVINSF Vinyl Sheet FlooringVT Vinyl TileVWC Vinyl Wall Covering
WOM Walk Off MatWC Water ClosetWR- Water ResistantWP WaterproofWT WeightWWF Welded Wire FabricW WestW/ WithW/O WithoutWD WoodWD-FR Wood FurringWDSF Wood Sport Flooring
ABBREVIATIONSAFF Above floor finishACCOUS PNL Acoustical PanelATC Acoustical Tile CeilingADJ AdjustableALUM Aluminum& AndL AngleAPPOX ApproximateARCH Architectural
BLKG BlockingBD BoardBOT BottomBRK BrickBLDG BuildingBUR Built-Up RoofingBCMU Burnished Concrete Masonry Unit
CAB CabinetCUH Cabinet Unit HeaterCPT CarpetCPT TL Carpet TileCI Cast IronCSMU Cast Stone Masonry UnitCB Catch BasinCLG CeilingCBB Cement Based BoardCTR CenterCL Center LineCT Ceramic TileCLR ClearCLO ClosetCOL ColumnCONC ConcreteCMU Concrete Masonry UnitCJ Construction JointCONT ContinuousCLJ Control JointCORR CorridorCNTR CounterCVB Coved Vinyl Base
DEPT DepartmentDET DetailDIA DiameterDIM DimensionDISP DispenserDBL DoubleDN DownDS DownspoutDWR DrawerDWG DrawingDF Drinking Fountain
EA EachEW Each WayE EastELEC Electric or ElectricalEWC Electric Water CoolerELEC CONTR Electrical ContractorEPB Electrical Panel BoardEL ElevationELEV ElevatorEMER EmergencyENCL EnclosureENMAT Entry MatEP Epoxy PaintEQ EqualEQUIP EquipmentEXIST ExistingEXP ExpansionEJ Expansion JointEXT ExteriorEIFS Exterior Insulation Finish System
FWC Fabric Wall CoveringFF Factory FinishFIN FinishFE Fire ExtinguisherFEC Fire Extinguisher CabinetFHC Fire Hose CabinetFH Fire HydrantFLR FloorFD Floor DrainFAF Fluid Applied FlooringFLUOR FluorescentFT Foot or FeetFTG FootingFDTN Foundation
GA GageGALV GalvanizedGC General ContractorGL GlassG GroundGWB-MR Gymsum Board - Moisture ResistentGWB-AR Gypsum Baord - Abuse ResistentGWB Gypsum Board
HDW HardwareHDWD HardwoodHT HeightHM Hollow MetalHORIZ HorizontalHB Hose BibHR Hour
ID Inside DiameterINSUL InsulationINT Interior
JAN JanitorJT Joint
KIT Kitchen
LAB LaboratoryLAV LavatoryLT LightLT GA Light GageLVR Louver
MH Manhole
MATERIALS LEGEND
PLAN SYMBOLS
SCALE: 1/4" = 1'-0"STANDARD MOUNTING HEIGHTS
RE
F.
E
E
M
M
N
N
A
A
M.2
M.2
B
B
L
L
H
H
F
F
G
G
K
K
12'-4"
J
J
5'-4" 2"8"
8" 6'-8" 8" 8" 6'-8" 8" 8" 6'-8" 8"
63 SF
MDF132
682 SF
MECHANICAL/ ELEC.134
235 SF
SECURED RECORDS171
238 SF
OFFICE/CONTROL108
82 SF
VEST.100
60 SF
VEST.110
196 SF
PUBLIC RR - 4 FR116
187 SF
PUBLIC RR - 3 MR112
118 SF
RR-2 MR165
56 SF
CUSTODIALR164
118 SF
RR- 2 FR163 2240 SF
BOARD ROOM105
A5F4
A5
F3
A5 F2
A5
F1
E3A6.2
F2A6.1
959 SF
RECEPTION101
2.1 2.1
3.3 3.3
3.5
5
5.2
6 6
10"
6'-8
"1'
-4"
7'-0
"26
'-0"
7'-0
"13
'-3"
10'-3
"19
'-6"
31'-4
"10
"
102
SF
CU
ST
OD
IAL
ST
OR
AG
E11
4
264 SF
ADMINISTRATION160
147 SF
SUPER. ADMIN ASSOC.161
189 SF
SCHOOL IMPROVEMENT150
570 SF
SUPPORT STAFF152
301 SF
ASSOCIATESUPERINTENDENT
OFFICE153
308 SF
SUPERINTENDENTOFFICE
162
258 SF
HR/ CONF.163
300 SF
CFO OFFICE172
484 SF
BUSINESS170
152 SF
OFFICE173
153 SF
OFFICE174
222 SF
REGISTRAR102
222 SF
INFORMATIONMANAGER
103
249 SF
CONFERENCE111
316 SF
CONFERENCE113
390 SF
CONFERENCE115
264 SF
IT OFFICE148
1169 SF
TECHNOLOGYWORK/STORAGE
136
262 SF
SPECIAL PROGRAMSOFFICE
140
262 SF
ALTERNATIVELEARNING OFFICE
144 151 SF
DATA PERSONNEL151
159 SF
AL OFFICE146
159 SF
SP OFFICE142
154 SF
PR OFFICE141
286 SF
STAFF BREAK131
10"5'-2" 4'-0" 5'-4" 4'-0" 5'-4" 4'-0" 6'-8"
5'-4" 4'-0" 11'-4" 4'-0" 13'-8" 6'-4" 7'-4" 8" 4'-0" 8" 5'-0" 4'-0" 3'-4" 4'-0" 3'-4" 4'-0" 5'-4" 4'-0" 5'-4" 4'-0" 3'-4" 4'-0" 3'-4" 4'-0" 5'-0" 8" 4'-0" 11'-4" 4'-0" 11'-4" 4'-0" 5'-4"
4'-0
"4'
-0"
4'-0
"4'
-0"
4'-0
"3'
-4"
4'-8
"4'
-0"
4'-0
"4'
-0"
4'-0
"4'
-0"
4'-0
"50
'-0"
16'-4
"6'
-4"
20'-0
"8'
-8"
6'-4
"5'
-0"
6'-0
"24
'-0"
7'-4
"24
'-0"
D1A6.2
F3A6.1
F1A6.1
A1A7.1
D1A7.2
45 SF
VEST.130
242 SF
CORRIDORC130 43 SF
VEST.150
197 SF
CORRIDORC170
473 SF
CORRIDORC110
400 SF
CORRIDORC160
142 SF
CORRIDORC150
383 SF
CORRIDORC140
399 SF
CORRIDORC120
115
151
133-
213
6-2
C16
0
170
R112
110-2
R116
130-2
110-1
136-
1
133-
1
131
R163
R164
103102
114
132
150-2 150-1
108
111
150153-1
160
161
162-1
163
171
172
173
174
2A7.2
C1A7.2
C1A7.1
D1A7.1
119 SF
AL STORAGE149
115 SF
CENTRAL MAIL147
95 SF
SUPPLIES147A129 SF
BOARD HOSPITALITY106
236 SF
CURRICULUM145
202 SF
SP STORAGE143
166 SF
STORAGE107
140144
141
143
145
147
149
147A
106-
1
134-
1
133-
3
206 SF
CORRIDORC100
107
33'-0
"7'
-0"
40'-7
"28
'-0"
3'-1
"2'
-8"
2'-8
"
E1A7.2
2'-0
"
153-
2
162-
2
100-
210
0-1
134-2
105-3
TV (B.O.)
6' MKBD
TV (B.O.) 6' MKBD
TV (B.O.)
6' MKBD
TV (B.O.)
TV (B.O.)TV (B.O.)
TV (B.O.)
EQEQ
EQEQ
936 SF
PRODUCTION133
57'-4"
A13
C3
A13 B4
D2A6.2
F3A6.2
F2A6.2
4 4
3 3
C
1 1
2 2
D
D
3.6
113
R165
5.8
7
8
9
5.7 5.7
H.7
10" 10'-10" 8'-0" 17'-10" 13'-8" 10" 6'-2" 25'-6" 7'-1" 16'-5" 11'-4" 10"
M.5
M.5
1'-4"
2" 5'-4"15'-5 1/4" 3'-10 3/4" 12'-8" 4'-0" 10'-8" 4'-0" 6"10"
8" 8" 11'-0" 8" 8"
10" 18'-10" 12'-0" 4'-8" 10'-0" 4'-10" 7'-0" 8'-0" 8'-0" 8'-0"
EQEQ
6' M
KBD
8" 6'-8" 8" 8" 6'-8" 8" 8" 6'-8" 8"8"
8'-0" 8'-0" 8'-0" 7'-0" 14'-2" 19'-6" 10"
8' M
KBD
6' M
KBD
6' M
KBD
TV (B.O.)
A13
D3
2.3 2.3
4.3 4.3
3"3"
4.9
A.6
A.6
B.1
B.1
C.2
C.1
6'-8"
6'-4" 4'-6"
5'-4"
6'-3 1/4"6'-3 1/4"
EQEQ
A.8
32 SF
EXT ST.138
138
130-1
A13 E3F3
A13 C4
A13 D4
A13
F4
A13
C1
A13 F2
F1
C2
8' M
KBD
8' M
KBD
8' M
KBD
SOLID WOOD DISPLAYRAIL, 2" HIGH.SOLID WOOD DISPLAY
RAIL, 2" HIGH.
SOLID WOOD DISPLAYRAIL, 2" HIGH.
SOLID WOOD DISPLAYRAIL, 2" HIGH.
A2.1C3
A2.1C1
F1A7.2
6'-0"
6'-8
"
106-2
A1A7.1
A1A7.1
A1A7.1
A1A7.1
B1A7.1
105-
1
105-
2
142
146
148
F1A7.1
C1A7.3
A B
5.2
6
C1A7.1
D1A7.1
D
5.7
C.1 A.8
390 SF
CONFERENCE115
316 SF
CONFERENCE113
249 SF
CONFERENCE111
CAST STONE SILL, TYP
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
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NG
INEE
RST
RU
CTU
RA
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EER
Rak
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hode
s En
gine
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g47
17 G
rand
Ave
.D
es M
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s, IA
503
1251
5-27
7-02
75Fa
x 51
5-95
3-97
77
AR
CH
ITEC
TM
ECH
AN
ICA
L EN
GIN
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MO
DU
S17
17 In
gers
oll A
ve.,
Suite
111
Des
Moi
nes,
IA 5
0309
515-
251-
7280
Fax
515-
251-
7349
MO
DU
S17
17 In
gers
oll A
ve.,
Suite
111
Des
Moi
nes,
IA 5
0309
515-
251-
7280
Fax
515-
251-
7349
HAI
LA A
SP30
4 M
ain
Stre
etAm
es, I
A 50
010
515-
292-
0007
Fax
515-
292-
0008
SNYD
ER &
ASS
OC
IATE
S27
27 S
W S
nyde
r Blvd
.An
keny
, IA
5002
351
5-96
4-20
20Fa
x
1
2
3
©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
AL
EN
GIN
EER
A1.1
FLOOR PLAN-ADMINISTRATION
Ames
Com
mun
ity S
choo
l Dist
rict
24th
Stre
et D
evel
opm
ent -
Adm
inist
ratio
n Bu
ildin
g12
-05-
14
12-05-141417
DESIGN DEVELOPMENT
FLOOR PLAN NOTES
SCALE: 1/8" = 1'-0"D1 ADMINISTRATION - FLOOR PLANSCALE: 1/8" = 1'-0"F1 ADMINISTRATION - CLR STORY PLANCONFERENCE ROOMS
A1.2
C3
A1.2
C4
A1.2 A4 A1.2A3
F1A7.3
CHANGINGTABLE
380 SF
CONCESSIONSC101
11'-8
"11
'-8"
6'-4
"
116 SF
JANITORIALC107
64 SF
FAMILY RESTROOMC106 252 SF
MEN'S RESTROOMC105
326 SF
WOMEN'S RESTROOMC103
89 SF
STORAGEC102
22 SF
SUPPLY CLOSETC104
2"2'
-0"
8'-0
"4'
-0"
8'-0
"2'
-0"
2"
C10
1-1
C10
1-4
C10
1-3
C101-2
C10
7
C10
6
C10
4-2
C10
4-1
C105
C103
C102
2" 8'-0" 3'-4" 6'-0" 5'-4" 3'-4" 8" 4'-0" 3'-4" 8" 24'-0" 1'-4" 3'-4" 2'-0" 2"
8" 8" 8'-10" 65'-8" 6'-2" 8" 8"
5'-0 3/4" 3'-0" 2'-8" 2'-8" 2'-8" 6'-8"
8"8"
8"8"
0.4 0.4
0.3 0.3
0.2 0.2
0.1 0.1
0.A
0.A
0.B
0.B
0.C
0.C
0.D
0.D
0.E
0.E3'
-4"
3'-4
"
2"5'
-4"
3'-4
"6'
-8"
3'-4
"5'
-4"
2"
10'-0" 24'-0" 24'-0" 24'-0"
A1.2
E1
A1.2
C1
A1.2 B1 A1.2D1
C2A1.2
B2A1.2
D1A7.3
258 SF
PRESS BOXP201
8'-0" 1'-4" 8'-0"
7'-1
"
P201
72 72
8585
20'-1"
1'-10 1/2" 5'-6" 5'-4" 5'-6" 1'-10 1/2"
A1.2
E1
A1.2
C1
A1.2 B1 A1.2D1
C2A1.2
B2A1.2
D1A7.3
258 SF
PRESS BOX STORAGEP101
8'-0" OVERHEAD COILING DOOR
6'-0
"8'
-0"
1'-4
"
P10
1-3
P10
1-28'-0"
5'-0
"
7'-0"
7'-0
"
P10
1-1
20'-8"
13'-4" 3'-4" 4'-0"
15'-4
"
OPERABLE WINDOWS
PREFINISHED METALPANEL SIDING
72 72
FACE BRICK
D1A7.3
P101-3
P201
P101-2
85 85
P101-1
WOOD COVEREDSTEEL BEAM
STRUCTURALCOLUMN
4" CAST STONE
BRICK PIER
BRICK PRIVACY WALL
11'-6"
TOP OF STEEL
T.O.M.
0"
0.A 0.B 0.C 0.D 0.E
0"
0.40.30.20.1
CUT METALDIMENSIONALLOGO
2' -
6"
15' - 4"0"
2'-8"T.O.M.
0.4 0.3 0.2 0.1
1ST FLOOR
2ND FLOOR
SLIDING WINDOWS
12'-9"
0"
1 7/8"
12"
15'-9"
JOIST BEARINGJOIST BEARING
WINDOW SILL
2ND FLOOR
1ST FLOOR
19'-9"
WINDOW HEAD
23'-0"
12'-9"
PRESS BOXP201
PRESS BOX STORAGEP101
A1.2
C3
A1.2
C4
A1.2 A4 A1.2A3
F1A7.3
ROOFTYPE
4
3/4" / 12" 1/2" / 12"
0.4
0.3
0.2
0.1
0.A 0.B 0.C 0.D 0.E
A1.2
E1
A1.2
C1
A1.2 B1 A1.2D1
C2A1.2
B2A1.2
D1A7.3
4
ROOFTYPE
1 7/
8" /
12"
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
IL E
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INEE
RST
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17 G
rand
Ave
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AR
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©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
AL
EN
GIN
EER
A1.2
FLOOR PLAN-CONCESSIONS ANDPRESS BOX
Ames
Com
mun
ity S
choo
l Dist
rict
24th
Stre
et D
evel
opm
ent -
Adm
inist
ratio
n Bu
ildin
g12
-05-
14
12-05-141417
DESIGN DEVELOPMENT
SCALE: 1/8" = 1'-0"F3 CONCESSIONS (1/8"=1')
SCALE: 1/8" = 1'-0"A1 PRESS BOX- UPPER LEVEL
SCALE: 1/8" = 1'-0"A2 PRESS BOX- LOWER LEVEL
SCALE: 1/8" = 1'-0"C1 PRESS BOX- FRONT ELEVATIONSCALE: 1/8" = 1'-0"B1 PRESS BOX- SIDE ELEVATION
SCALE: 1/8" = 1'-0"D1 PRESS BOX- SIDE ELEVATIONSCALE: 1/8" = 1'-0"E1 PRESS BOX- BACK ELEVATION
SCALE: 1/8" = 1'-0"C3 CONCESSIONS- SIDE ELEVATION
SCALE: 1/8" = 1'-0"C4 CONCESSIONS- SIDE ELEVATIONSCALE: 1/8" = 1'-0"A4 CONCESSIONS- FRONT ELEVATION
SCALE: 1/8" = 1'-0"A3 CONCESSIONS- BACK ELEVATION
SCALE: 1/8" = 1'-0"C2 PRESS BOX- BUILDING SECTIONSCALE: 1/8" = 1'-0"B2 PRESS BOX BUILDING SECTION
SCALE: 1/8" = 1'-0"F2 ROOF PLANCONCESSION STAND
SCALE: 1/8" = 1'-0"F1 ROOF PLANPRESS BOX
PRESS BOX
PERMANENT BLEACHERSSEATING CAPACITY
320 PEOPLE
MOVABLE BLEACHERS100 PEOPLE
MOVABLE BLEACHERS100 PEOPLE
DUGOUT DUGOUT
AP BP
2P
1P
10'-0
"
A1.3
F3
A1.3 D4
A1.3
F4
A1.3C4
46 SF
STORAGED100
B3A1.3
4'-0"
INT CLR
5'-4"
46'-0"
D1000.D 0.E
46'-0"
10'-0
"
B3A1.3 COAT HOOKS @ 20" OC
10'-0
"
46'-0"
8'-0
"
B3A1.3
16"x8" OPENINGS SPACEDEVENLY ACROSS BACK
STRUCTURAL BRICK
PREFINISHED METALSTANDING SEAM ROOFING
STRUCTURAL BRICK
P101-3
0"
1'-6"
3'-0"
SEAT
BENCH TOP
1'-0"
7'-6"
HOOKS @ 20" OC
8'-0"
T.O.M.
WOOD FRAMED BENCH
2x8 ROOF JOISTS
A1.3
F3
A1.3 D4
A1.3
F4
A1.3C4
ROOFTYPE
4
B3A1.3
2 1/
2" /
12"0.D 0.E
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
IL E
NG
INEE
RST
RU
CTU
RA
L EN
GIN
EER
Rak
er R
hode
s En
gine
erin
g47
17 G
rand
Ave
.D
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oine
s, IA
503
1251
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x 51
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AR
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EER
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111
Des
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©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
AL
EN
GIN
EER
A1.3
FLOOR PLAN-BLEACHERS/ DUGOUTS
Ames
Com
mun
ity S
choo
l Dist
rict
24th
Stre
et D
evel
opm
ent -
Adm
inist
ratio
n Bu
ildin
g12
-05-
14
12-05-141417
DESIGN DEVELOPMENT
SCALE: 1/16" = 1'-0"A1 PRESS BOX- BLEACHERS
SCALE: 1/8" = 1'-0"F2 DUGOUT- FLOOR PLAN
SCALE: 1/8" = 1'-0"F3 DUGOUT- FRONT ELEVATION
SCALE: 1/8" = 1'-0"D4 DUGOUT- SIDE ELEVATIONSCALE: 1/8" = 1'-0"F4 DUGOUT- BACK ELEVATION
SCALE: 1/8" = 1'-0"C4 DUGOUT- SIDE ELEVATION
SCALE: 1/4" = 1'-0"F1 PRESS BOX- SIDE ELEVATION
SCALE: 3/4" = 1'-0"B3 DOUGOUT - SECTIONSCALE: 1/8" = 1'-0"D3 ROOF PLANDOGOUT
2SD1.5
252 SF
MEN'S RESTROOMC105
326 SF
WOMEN'S RESTROOMC103
116 SF
JANITORIALC107
64 SF
FAMILY RESTROOMC106
22 SF
SUPPLY CLOSETC104
89 SF
STORAGEC102
F2A6.1
D1A6.2
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
IL E
NG
INEE
RST
RU
CTU
RA
L EN
GIN
EER
Rak
er R
hode
s En
gine
erin
g47
17 G
rand
Ave
.D
es M
oine
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503
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75Fa
x 51
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AR
CH
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ECH
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GIN
EER
MO
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S17
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Suite
111
Des
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©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
AL
EN
GIN
EER
A2.1
ENLARGED PLANS
Ames
Com
mun
ity S
choo
l Dist
rict
24th
Stre
et D
evel
opm
ent -
Adm
inist
ratio
n Bu
ildin
g12
-05-
14
12-05-141417
DESIGN DEVELOPMENT
ENLARGED PLAN NOTES
INTERIOR ELEVATION NOTES
SCALE: 1/4" = 1'-0"F1 CONCESSIONS
SCALE: 1/4" = 1'-0"C3 RESTROOM
SCALE: 1/4" = 1'-0"C1 RESTROOM
S2
S2 S2
S3
S3
S3
S3
S2
S2
S2
S2
S3
S3
S4
S4
S4
S4
S4
S4 S4
S4
S4
S4
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1F1
F1F1
F1
F1
F1F1
F1
F3
F3
F3F3 F3
F
F
F
C
C
C
C
C
C C C C C
C
C
C
C
C
C
C
C C
F
F
F
F
F
F
F
F
S
S2
S2
S2
S2
S2
S2
S2
D1D1 D1D1
S2
S2
S2
C
C
F F
F1
F4F4
F5
F5
F5
F5
F4
F4
F4
F4
F4
F4
F4
F4
J
J
J J
J
S2
S2 S2
S2
S4
F1 F1
F3
JJ J
J
SSS
S SS
S
S
F3
F3
F3
F3
F
F3
F3
F1
F4
F4
F4
F4
F4
F4
J
J
J
J
J
J
J
J
J
J
J
JJ
F1 F1
F1 F1
F1 F1
F3
F3
F1 F1
F1 F1
F1 F1
F1 F1
F1 F1
F1 F1
F1 F1
F1 F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1
F1 F1 F1
F1 F1
F1
F1 F1
F1
F1
F3 F3
F3 F3
F3 F3
F3 F3
F3
F3
F3
F1F1
F1 F1F1 F1
F1F1F1F1
F1
F1
F1
F1
F1
F1
F1
J
J
J
J
E
E
M
M N
A
A
M.2
M.2
B
B
L
L
H
H
F
F
G
G
K
K
J
J
F2A6.1
2.1 2.1
3.3 3.3
3.5 3.5
5 5
5.2 5.2
6 6
D1A6.2
F3A6.1
19'-0"
19'-0"
19'-0"
19'-0"
19'-0"
19'-0"
19'-0"
18'-0"
18'-0"
18'-0"
19'-0"
19'-0"
19'-0"
19'-0"
19'-0"
19'-0"
19'-0"
19'-0"
19'-0"
28'-0"
28'-0"
18'-0"
18'-0"
18'-0"1
8'-0"
19'-0"
18'-0"
19'-0"
210'-0"
19'-0"
4
210'-0"
210'-0"
SLOPES
SLOPES
3
3
3
SP OFFICE142
ALTERNATIVELEARNING OFFICE
144IT OFFICE
148
DATA PERSONNEL151
SPECIAL PROGRAMSOFFICE
140AL OFFICE
146SUPPORT STAFF
152
ASSOCIATESUPERINTENDENT
OFFICE153
OFFICE/CONTROL108
REGISTRAR102
INFORMATIONMANAGER
103
PR OFFICE141
BUSINESS170
OFFICE173
OFFICE174
CFO OFFICE172
SECURED RECORDS171
SUPER. ADMIN ASSOC.161
ADMINISTRATION160
SUPERINTENDENTOFFICE
162
HR/ CONF.163
STAFF BREAK131
RR-2 MR165
RR- 2 FR163
CUSTODIALR164
PUBLIC RR - 3 MR112
CU
ST
OD
IAL
ST
OR
AG
E11
4PUBLIC RR - 4 FR116
CONFERENCE115
CONFERENCE113
CONFERENCE111
TECHNOLOGYWORK/STORAGE
136
VEST.130
MECHANICAL/ ELEC.134
MDF132
VEST.150
SCHOOL IMPROVEMENT150
19'-0"
28'-0"
210'-0"
214'-0"
BOARD ROOM105
214'-0"
RECEPTION101
4
110'-0"
210'-0"
VEST.110
F1A6.1
18'-8"
18'-0"
18'-8"
18'-8"
18'-8"
19'-4"
28'-0"
214'-0"
214'-0"
214'-0"
CENTRAL MAIL147
AL STORAGE149
BOARD HOSPITALITY106
SUPPLIES147A
EXPOSED DECK
EXPOSED DECK
EXPOSED DECK
EXPOSED DECK
CLOUD
CURRICULUM145 SP STORAGE
143
STORAGE107
CLOUD
E1A7.2
19'-4"
19'-0"
28'-0"
28'-0"
28'-0"
28'-0"
D2A6.2
F3A6.2
F2A6.2
4 4
3 3
C
C
1 1
2 2
D
D
3.6
5.8 5.8
7 7
8 8
9 9
5.7 5.7
H.7
H.7
M.5
M.5
2.3 2.3
4.3 4.3
4.9 4.9
A.6
A.6
B.1
B.1
C.2
C.2
C.1
C.1
A.8
A.8
212'-0"
28'-0"
28'-0"
28'-0"
4
EQ 3'-4"
EQEQ
EQ 3'-4" EQ
EQ 3'-4" EQEQ 3'-4" EQ
4'-7
3/4
"
EQ4'
-0"
EQ
EQ EQ
2'-4
"
3'-4"
2'-4
"
F1A7.2
17'-1
0"
15'-1
0 5/
8"
13'-1
0"
B1A7.1
212'-0"
29'-0"
29'-0"
F1A7.1
C1A7.3
4 4 4 44
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
IL E
NG
INEE
RST
RU
CTU
RA
L EN
GIN
EER
Rak
er R
hode
s En
gine
erin
g47
17 G
rand
Ave
.D
es M
oine
s, IA
503
1251
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AR
CH
ITEC
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ECH
AN
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EER
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S17
17 In
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ve.,
Suite
111
Des
Moi
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©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
AL
EN
GIN
EER
A3
RCP FIRST FLOOR
Ames
Com
mun
ity S
choo
l Dist
rict
24th
Stre
et D
evel
opm
ent -
Adm
inist
ratio
n Bu
ildin
g12
-05-
14
12-05-141417
DESIGN DEVELOPMENT
CEILING TYPE KEYTYPE 6 - MTL PANEL3/4, WD BCLK 1 1/2
1 TYPE 1 - ACOUSTIC TILE CEILING 2x2
2 TYPE 2 - GYP5/8, MTL STUD3 5/8
3 TYPE 3- EXPOSED STRUCTURE AND DECK, PAINT
4 TYPE 4 - WOOD PANEL CEILING
7 TYPE 7 - MTL SOFFIT3/4, WD BCLK 1 1/2
REFLECTED CEILING PLAN NOTES
SCALE: 1/8" = 1'-0"F1 A-CP01
E M NA M.2
B
L
H
F G K
J
A5F4
A5
F3
A5 F2
A5
F1
E3A6.2
F2A6.1
2.1
3.3
3.5
5
5.2
6
A1A7.1
D1A7.2
2A7.2
C1A7.2
C1A7.1
D1A7.1
MEMBRANE ROOFING SYSTEM
E1A7.2D2
A6.2F3
A6.2F2
A6.2
4
3
C
1
2
D
3.6
5.8
7
8
9
5.7
H.7
M.5
2.3
4.3
4.9
A.6
B.1
C.2
C.1 A.8
STRUCT. SLOPE
STRUCT.
SLOPE
STR
UC
T. S
LOPE
STRUCT. SLOPE
STRUCT. SLOPE
STRUCT. SLOPE
STR
UC
T. S
LOPE
STRUCT. SLO
PE
STRUCT. SLOPE
ROOFTYPE
ROOFTYPEROOF
TYPE
ROOFTYPE
2
1 31
4
STR
UC
T. S
LOPE
F1A7.2
B1A7.1
3'-0"F1
A7.1
C1A7.3
ROOFTYPE
2
ROOFTYPE
3
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
IL E
NG
INEE
RST
RU
CTU
RA
L EN
GIN
EER
Rak
er R
hode
s En
gine
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Ave
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Des
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©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
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EN
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EER
A4
ROOF PLAN
Ames
Com
mun
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choo
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rict
24th
Stre
et D
evel
opm
ent -
Adm
inist
ratio
n Bu
ildin
g12
-05-
14
12-05-141417
DESIGN DEVELOPMENT
ROOF PLAN NOTES
SCALE: 1/8" = 1'-0"F1 A - RP01 (ROOF PLAN)
ROOF TYPES
1 MEMBRANE, 5" RIGID INSUL. (MECH. ANCHORED), LOOSE LAID VAPOR BARRIER,1-1/2" MTL. DECK
2 MEMBRANE, 5" RIGID INSUL. (ADHESIVELY ATTACHED), SELF-ADHERED VAPORBARRIER, 1-1/2" MTL. DECK
3 MEMBRANE (FULLY ADHERED), COVER BOARD (FULLY ADHERED), 5" RIGID ISUL.(FULLY ADHERED), SELF-ADHERED VAPOR BARRIER, 1 1/2" MTL. DECK
4 STANDING SEAM, 5/8" PLYWOOD
LEVEL 10"
2.156
CAST STONE SILL
HORIZONTAL METAL SIDING
VERTICAL METAL PANELS
PRESS BOXUPPER LEVEL
10' - 0"
Level 10' - 0"
Level 212' - 0"
12789
LEVEL 10"
E M NA M.2H J
8'-0
"12
'-0"
VERTICAL METAL PANEL
HORIZONTAL METAL SIDING
BRICKBRICK
D
2'-4
"
2'-0" 2'-8
"
LEVEL 10"
F2A6.1
6
F3A6.1
20'-5
5/8
"
13'-0
"
8"
1 2 7 8 9
LAMBS TONGUEOVERFLOW ROOF DRAIN
F1A7.1
LEVEL 10"
2A7.2
D1A7.1
E1A7.2
D2A6.2
F3A6.2
F2A6.2
LAMBS TONGUEOVERFLOW ROOF DRAIN
LAMBS TONGUEOVERFLOW ROOF DRAIN
F1A7.2
C1A7.3
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
IL E
NG
INEE
RST
RU
CTU
RA
L EN
GIN
EER
Rak
er R
hode
s En
gine
erin
g47
17 G
rand
Ave
.D
es M
oine
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503
1251
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75Fa
x 51
5-95
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AR
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ECH
AN
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EER
MO
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111
Des
Moi
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S27
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W S
nyde
r Blvd
.An
keny
, IA
5002
351
5-96
4-20
20Fa
x
1
2
3
©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
AL
EN
GIN
EER
A5
EXTERIOR ELEVATIONS
Ames
Com
mun
ity S
choo
l Dist
rict
24th
Stre
et D
evel
opm
ent -
Adm
inist
ratio
n Bu
ildin
g12
-05-
14
12-05-141417
DESIGN DEVELOPMENT
EXTERIOR ELEVATION NOTES
SCALE: 1/8" = 1'-0"F4 A - ELEX (SOUTH ELEVATION)
SCALE: 1/8" = 1'-0"F3 A - ELEX (WEST ELEVATION)
SCALE: 1/8" = 1'-0"F2 A - ELEX (NORTH ELEVATION)
SCALE: 1/8" = 1'-0"F1 A - ELEX (EAST ELEVATION)
LEVEL 10"
E M NA M.2B
E3A6.2
D1A6.2
CAST STONE SILL
D2A6.2
F3A6.2
F2A6.2
C 16'-4"
11'-4
"
D
H.7
SCHEDULED CEILING
M.5A.6 B.1 C.2C.1 A.8
LEVEL 10"
E M NA M.2B LHF G KJE3A6.2
D1A6.2
CONFERENCE CONFERENCE CONFERENCE BUSINESS OFFICECORRIDORRECEPTIONCORRIDOR
D2A6.2
F3A6.2
F2A6.2
D
7'-0
"
M.5A.6 B.1
LEVEL 10"
Level 212'-0"
E M NA M.2B LHF G KJE3
A6.2D1
A6.2
1/4" / 12"
D2A6.2
F3A6.2
F2A6.2
C
11'-4"
D H.7 M.5A.6 B.1 C.2C.1 A.8
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
IL E
NG
INEE
RST
RU
CTU
RA
L EN
GIN
EER
Rak
er R
hode
s En
gine
erin
g47
17 G
rand
Ave
.D
es M
oine
s, IA
503
1251
5-27
7-02
75Fa
x 51
5-95
3-97
77
AR
CH
ITEC
TM
ECH
AN
ICA
L EN
GIN
EER
MO
DU
S17
17 In
gers
oll A
ve.,
Suite
111
Des
Moi
nes,
IA 5
0309
515-
251-
7280
Fax
515-
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7349
MO
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S17
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oll A
ve.,
Suite
111
Des
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IA 5
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Fax
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SNYD
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S27
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©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
AL
EN
GIN
EER
A6.1
BUILDING SECTIONS
Ames
Com
mun
ity S
choo
l Dist
rict
24th
Stre
et D
evel
opm
ent -
Adm
inist
ratio
n Bu
ildin
g12
-05-
14
12-05-141417
DESIGN DEVELOPMENT
BUILDING SECTION NOTES
SCALE: 1/8" = 1'-0"F2 A-SCBD (EAST-WEST SECTION) CENTER
SCALE: 1/8" = 1'-0"F1 A-SCBD (EAST-WEST SECTION) SOUTH
SCALE: 1/8" = 1'-0"F3 A-SCBD (EAST-WEST SECTION) NORTH
LEVEL 10"
F2A6.1
2.13.355.26
F3A6.1
F1A6.1
383 SFCORRIDOR
2240 SFBOARD ROOM
238 SFOFFICE/CONTROL
222 SF
INFORMATIONMANAGER82 SF
VEST.
262 SF
ALTERNATIVELEARNING
OFFICE959 SFRECEPTION
4 3 23.6789 5.7 2.34.3
5/8" / 12"
LEVEL 10"
Level 212'-0"
F2A6.1
2.13.355.26
F3A6.1
F1A6.1
1169 SF
TECHNOLOGYWORK/STORAGE242 SF
CORRIDOR473 SF
CORRIDOR
4 3 125.7 2.34.3
LEVEL 10"
Level 212'-0"
F2A6.1
2.13.355.26
F3A6.1
F1A6.1
C1A7.2
4 3 125.7 2.34.3
LEVEL 10"
F2A6.1
2.13.355.26
F3A6.1
F1A6.1
4 3 123.65.7 2.34.3
LEVEL 10"
Level 212'-0"
F2A6.1
2.13.355.26
F3A6.1
F1A6.1
4 3 123.65.8 5.7 2.34.3
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
IL E
NG
INEE
RST
RU
CTU
RA
L EN
GIN
EER
Rak
er R
hode
s En
gine
erin
g47
17 G
rand
Ave
.D
es M
oine
s, IA
503
1251
5-27
7-02
75Fa
x 51
5-95
3-97
77
AR
CH
ITEC
TM
ECH
AN
ICA
L EN
GIN
EER
MO
DU
S17
17 In
gers
oll A
ve.,
Suite
111
Des
Moi
nes,
IA 5
0309
515-
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Fax
515-
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MO
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S17
17 In
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Suite
111
Des
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IA 5
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Fax
515-
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Fax
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S27
27 S
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5002
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3
©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
AL
EN
GIN
EER
A6.2
BUILDING SECTIONS
Ames
Com
mun
ity S
choo
l Dist
rict
24th
Stre
et D
evel
opm
ent -
Adm
inist
ratio
n Bu
ildin
g12
-05-
14
12-05-141417
DESIGN DEVELOPMENT
BUILDING SECTION NOTES
SCALE: 1/8" = 1'-0"E3 a - SCBD (NORTH- SOUTH SECTION) CENTER
SCALE: 1/8" = 1'-0"D1 A - SCBD (NORTH- SOUTH SECTION) WEST1
SCALE: 1/8" = 1'-0"D2 A - SCBD (NORTH- SOUTH SECTION) WEST2
SCALE: 1/8" = 1'-0"F3 A-SCBD (NORTH-SOUTH SECTION) EAST1
SCALE: 1/8" = 1'-0"F2 A-SCBD (NORTH-SOUTH SECTION) EAST2
LEVEL 10"
A
HORIZONTAL METALWALL PANEL SIDING
A9B1
10'-4
"2'
-8"
8"
2 1/8"
1 1/4"
3 5/8"
13'-0"
10 1/2"
4" CONCRETE
12'-0
"
COMPOSITE INSULATION BOARD
1/2" EXP JT MATERIAL &SEALANT
GROUT CAVITY FULL
6" x 8" CONCRETE CURB
2" RIGID INSULATION
SHEET METAL FLASHING
2 1/8" 3" 3" 5/8"
M
AIR BARRIER
SCHEDULED CEILING
6" METAL STUDS w/ R-13 BATTINSUL
5/8" GYP BD
S.S. THRU WALL FLASHING
SLOPED WOOD BLOCKING
AIR SPACE
MORTAR NET
1'-2
"3/
4"
SIM
9'-4
"
8"
12'-0 3/4"
5/8" GYP BD TO EXTEND ABOVEBOTTOM OF BEAM
LEVEL 10"
A
2'-8
"7'
-0"
8"
2" RIGID INSULATION
FACE BRICK
3 5/8"
1 3/8" 2"
7 5/8" 5/8"
5/8" GYP BD6" METAL STUDS
COMPOSITE INSULATION BOARD
1/4" / 12"
1'-2
"
12'-0"
3/4"
FLUID APPLIED AIR BARRIER
2" RIGID INSULATION
5/8" GYP BD
GROUT CAVITY FULLMORTAR NET
1/2" EXP JT MATERIAL &SEALANT
S.S. THRU WALL FLASHING
4" CONCRETE
SPRAY FOAM INSULATION TOFILL DECK FLUTES & GAPBETWEEN STEEL FRAMING
3'-0"
2 1/2"
VAPOR BARRIER
ALUM STOREFRONT SYSTEM
CAST STONE SILL
3/8" SOLID SURFACE SILL
LEVEL 10"
6
2'-8
"7'
-0"
5.8
3 5/8" 7 5/8" 5/8"
2" RIGID INSULATION
5/8" GYP BD
2" RIGID INSULATION
8" CMU
FACE BRICK
1/2" EXP JT MATERIAL &SEALANT
GROUT CAVITY FULL
12'-0"
1'-2
"
3/4"
S.S. THRU WALL FLASHING
MORTAR NET
4" CONCRETE
5/8" GYP BD
6" METAL STUDSCOMPOSITE INSULATION BOARD
VAPOR BARRIER
ALUM STOREFRONT SYSTEM
CAST STONE SILL
3/8" SOLID SURFACE SILL
7'-0"
2 1/2"
LEVEL 10"
N
HORIZONTAL METALWALL PANEL SIDING
5'-0
"5'
-0"
8"
2 1/8"
1 1/4"
3 5/8"
13'-0"
10 1/2"
4" CONCRETE
COMPOSITE INSULATION BOARD
1/2" EXP JT MATERIAL &SEALANT
GROUT CAVITY FULL
6" x 8" CONCRETE CURB
2" RIGID INSULATION
2 1/8" 3" 3" 5/8"
M
AIR BARRIER
6" METAL STUDS w/ R-13 BATTINSUL
5/8" GYP BD
S.S. THRU WALL FLASHING
AIR SPACE
MORTAR NET
1'-2
"
8"
SCHEDULED CEILING
CAST STONE SILL
3/8" SOLID SURFACE SILL
ALUM CLAD WOOD WINDOW
LEVEL 10"
A
1'-2
"3/
4"
3'-0"
9'-8"
12'-0 3/4"
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
IL E
NG
INEE
RST
RU
CTU
RA
L EN
GIN
EER
Rak
er R
hode
s En
gine
erin
g47
17 G
rand
Ave
.D
es M
oine
s, IA
503
1251
5-27
7-02
75Fa
x 51
5-95
3-97
77
AR
CH
ITEC
TM
ECH
AN
ICA
L EN
GIN
EER
MO
DU
S17
17 In
gers
oll A
ve.,
Suite
111
Des
Moi
nes,
IA 5
0309
515-
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Fax
515-
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MO
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17 In
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Fax
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Fax
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S27
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.An
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5002
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©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
AL
EN
GIN
EER
A7.1
WALL SECTIONS
Ames
Com
mun
ity S
choo
l Dist
rict
24th
Stre
et D
evel
opm
ent -
Adm
inist
ratio
n Bu
ildin
g12
-05-
14
12-05-141417
DESIGN DEVELOPMENT
SCALE: 3/4" = 1'-0"A1 WALL SECTION @ TYP. LOW ROOFADMINISTRATION BUILDING
SCALE: 3/4" = 1'-0"C1 WALL SECTION @ CONF. ROOMSADMINISTRATION BUILDING
SCALE: 3/4" = 1'-0"D1 WALL SECTION @ CONF. ROOMSADMINISTRATION BUILDING
SCALE: 3/4" = 1'-0"B1 WALL SECTION @ TYP. LOW ROOFADMINISTRATION BUILDING
SCALE: 3/4" = 1'-0"F1 WALL SECTION @ ENTRYADMINISTRATION BUILDING
LEVEL 10"
E
2'-0
" 2'-4
"
LEVEL 10"
6
2'-4
"9'
-8"
20'-0"
LEVEL 10"
E
METAL STUD
SARNAFIL- DECORROOF SYSTEM
ACOUSTICAL CEILING TILE
LEVEL 10"
2.12
3'-0"
2" RIGID INSULATION
GROUT CAVITY FULL
1/2" EXP JT MATERIAL &SEALANT
3 5/8"1 3/8"
2" 6" 5/8" 6" X 8" CONCRETE CURB
5/8" GYP BD
6" METAL STUDS
2" RIGID INSULATION
FACE BRICK
COMPOSITE INSULATION BOARD
6" METAL STUDS
BATT INSUL.
BATT INSUL.
VERTICAL METAL WALL PANEL
5/8" GYP BD
8"2'
-8"
4"5'
-0"
1'-2
"
13'-5"
LEVEL 10"
2.12
1'-8 5/8"
2"2'
-8"
8"
2" RIGID INSULATION
6" METAL STUDS
5/8" GYP BD
BRICK VENEER
COMPOSITE INSULATION BOARD
6" X 8" CONCRETE CURB
2" RIGID INSULATION
GROUT CAVITY FULL
T.O. INSUL.
VERTICAL METAL WALL PANEL
3 5/8"1 3/8"
2" 6" 5/8"
BATT INSUL.
2'-4 1/8"
SPRAY FOAM INSULATION TOFILL DECK FLUTES & GAPBETWEEN STEEL FRAMING
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
IL E
NG
INEE
RST
RU
CTU
RA
L EN
GIN
EER
Rak
er R
hode
s En
gine
erin
g47
17 G
rand
Ave
.D
es M
oine
s, IA
503
1251
5-27
7-02
75Fa
x 51
5-95
3-97
77
AR
CH
ITEC
TM
ECH
AN
ICA
L EN
GIN
EER
MO
DU
S17
17 In
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ve.,
Suite
111
Des
Moi
nes,
IA 5
0309
515-
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Fax
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MO
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Fax
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5002
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©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
AL
EN
GIN
EER
A7.2
WALL SECTIONS
Ames
Com
mun
ity S
choo
l Dist
rict
24th
Stre
et D
evel
opm
ent -
Adm
inist
ratio
n Bu
ildin
g12
-05-
14
12-05-141417
DESIGN DEVELOPMENT
SCALE: 3/4" = 1'-0"C1 WALL SECTION @ RAKEADMINISTRATION BUILDING
SCALE: 3/4" = 1'-0"2 WALL SECTION @ PEAKADMINISTRATION BUILDING
SCALE: 3/4" = 1'-0"D1 WALL SECTION @ RAKEADMINISTRATION BUILDING
SCALE: 3/4" = 1'-0"E1 WALL SECTION @ EAVEADMINISTRATION BUILDING
SCALE: 3/4" = 1'-0"F1 WALL SECTION @ EAVEADMINISTRATION BUILDING
LEVEL 10"
679
METAL PANEL
STANDING SEAMMETAL PANEL ROOF
SYSTEM
12'-9"
2ND FLOOR
0"
1ST FLOOR
2x10 @ 12" OC
5/8" PLYWOOD
2X6 WOOD STUD
METAL PANEL
2'-8
"8"
STANDING SEAMMETAL PANELROOF SYSTEM
TRENCHFOOTING
HAT CHANNEL FURRING
10" STRUCTURAL BRICK
2'-8"
9 5/8"
1"7/8"
7 5/8"
BOND BEAM
8" CMU
0.1
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
IL E
NG
INEE
RST
RU
CTU
RA
L EN
GIN
EER
Rak
er R
hode
s En
gine
erin
g47
17 G
rand
Ave
.D
es M
oine
s, IA
503
1251
5-27
7-02
75Fa
x 51
5-95
3-97
77
AR
CH
ITEC
TM
ECH
AN
ICA
L EN
GIN
EER
MO
DU
S17
17 In
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ve.,
Suite
111
Des
Moi
nes,
IA 5
0309
515-
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Fax
515-
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MO
DU
S17
17 In
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ve.,
Suite
111
Des
Moi
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IA 5
0309
515-
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Fax
515-
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SNYD
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S27
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.An
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5002
351
5-96
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©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
AL
EN
GIN
EER
A7.3
WALL SECTIONS
Ames
Com
mun
ity S
choo
l Dist
rict
24th
Stre
et D
evel
opm
ent -
Adm
inist
ratio
n Bu
ildin
g12
-05-
14
12-05-141417
DESIGN DEVELOPMENT
SCALE: 3/4" = 1'-0"C1 WALL SECTION @ MAIN ENTRY/PEAKADMINISTRATION BUILDING
SCALE: 3/4" = 1'-0"D1 WALL SECTION - TYP.PRESS BOX
SCALE: 3/4" = 1'-0"F1 WALL SECTION - RAKECONCESSIONS
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
IL E
NG
INEE
RST
RU
CTU
RA
L EN
GIN
EER
Rak
er R
hode
s En
gine
erin
g47
17 G
rand
Ave
.D
es M
oine
s, IA
503
1251
5-27
7-02
75Fa
x 51
5-95
3-97
77
AR
CH
ITEC
TM
ECH
AN
ICA
L EN
GIN
EER
MO
DU
S17
17 In
gers
oll A
ve.,
Suite
111
Des
Moi
nes,
IA 5
0309
515-
251-
7280
Fax
515-
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7349
MO
DU
S17
17 In
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ve.,
Suite
111
Des
Moi
nes,
IA 5
0309
515-
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7280
Fax
515-
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HAI
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Fax
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©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
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EN
GIN
EER
A10.1
DOOR/ WINDOWSCHEDULE/ TYPES
Ames
Com
mun
ity S
choo
l Dist
rict
24th
Stre
et D
evel
opm
ent -
Adm
inist
ratio
n Bu
ildin
g12
-05-
14
12-05-141417
DESIGN DEVELOPMENT
DOOR SCHEDULE
OPENINGNUMBER WIDTH HEIGHT THICKNESS
DOORFIRE
RATINGGLAZING
TYPE
FRAME DETAILHARDWARE
GROUP COMMENTSOPENINGNUMBERTYPE MATL FINISH DEPTH
HEADWIDTH FINISH MATL TYPE HEAD JAMB SILL
100-1 6'-0" 8'-0" 1 3/4" FG-pair ALUM - 0" 0" 100-1100-2 6'-0" 7'-9 1/2" 1 3/4" FG-pair ALUM - 0" 0" 100-2102 3'-0" 7'-0" 1 3/4" FG WD - - 5" 2" 7 102103 3'-0" 7'-0" 1 3/4" FG WD - - 5" 2" 7 103
105-1 3'-0" 7'-0" 1 3/4" FG WD - - 5" 2" 7 105-1105-2 3'-0" 7'-0" 1 3/4" FG WD - - 5" 2" 7 105-2105-3 3'-0" 7'-0" 1 3/4" N WD - - 5 3/4" 2" 1 105-3106-1 3'-0" 7'-0" 1 3/4" N WD - - 5 3/4" 2" 1 106-1106-2 3'-0" 7'-0" 1 3/4" F WD - - 5 3/4" 2" 1 106-2107 6'-0" 7'-0" 1 3/4" F-Pair WD - - 5" 2" 1 107108 3'-0" 7'-0" 1 3/4" N WD - - 5" 2" 1 108
110-1 3'-0" 7'-0" 1 3/4" FG ALUM - - 5" 2" 7 110-1110-2 3'-0" 7'-0" 1 3/4" FG ALUM - - 5" 2" 7 110-2111 3'-0" 7'-0" 1 3/4" N WD - - 5" 2" 1 111113 3'-0" 7'-0" 1 3/4" N WD - - 5" 2" 1 113114 3'-0" 7'-0" 1 3/4" N WD - - 5" 2" 1 114115 3'-0" 7'-0" 1 3/4" N WD - - 5" 2" 1 115
130-1 3'-0" 7'-0" 1 3/4" FG ALUM - - 5" 2" 7 130-1130-2 3'-0" 7'-0" 1 3/4" FG ALUM - - 5" 2" 7 130-2131 3'-0" 7'-0" 1 3/4" N WD - - 5" 2" 1 131132 3'-0" 7'-0" 1 3/4" F WD - - 5 3/4" 2" 1 132
133-1 3'-0" 7'-0" 1 3/4" FG WD - - 5" 2" 7 133-1133-2 6'-0" 7'-0" 1 3/4" F-Pair HM - - 5" 2" 6 133-2133-3 3'-0" 7'-0" 1 3/4" FG WD - - 5" 2" 7 133-3134-1 3'-0" 7'-0" 1 3/4" F WD - - 5 3/4" 2" 1 134-1134-2 6'-0" 7'-0" 1 3/4" F-Pair HM - - 5" 2" 1 134-2136-1 3'-0" 7'-0" 1 3/4" FG WD - - 5" 2" 7 136-1136-2 6'-0" 7'-0" 1 3/4" F-Pair HM - - 5" 2" 6 136-2138 3'-0" 7'-0" 1 3/4" F HM - - 5 3/4" 2" 1 138140 3'-0" 7'-0" 1 3/4" N WD - - 5 3/4" 2" 1 140141 3'-0" 7'-0" 1 3/4" N WD - - 5 3/4" 2" 1 141142 3'-0" 7'-0" 1 3/4" FG WD - - 5" 2" 7 142143 3'-0" 7'-0" 1 3/4" F WD - - 5 3/4" 2" 1 143144 3'-0" 7'-0" 1 3/4" N WD - - 5 3/4" 2" 1 144145 3'-0" 7'-0" 1 3/4" N WD - - 5 3/4" 2" 1 145146 3'-0" 7'-0" 1 3/4" FG WD - - 5" 2" 7 146147 3'-0" 7'-0" 1 3/4" F WD - - 5 3/4" 2" 1 147
147A 3'-0" 7'-0" 1 3/4" F WD - - 5 3/4" 2" 1 147A148 3'-0" 7'-0" 1 3/4" FG WD - - 5" 2" 7 148149 3'-0" 7'-0" 1 3/4" F WD - - 5 3/4" 2" 1 149150 3'-0" 7'-0" 1 3/4" FG WD - - 5" 2" 7 150
150-1 3'-0" 7'-0" 1 3/4" FG ALUM - - 5" 2" 7 150-1150-2 3'-0" 7'-0" 1 3/4" FG ALUM - - 5" 2" 7 150-2151 3'-0" 7'-0" 1 3/4" N WD - - 5 3/4" 2" 1 151
153-1 3'-0" 7'-0" 1 3/4" N WD - - 5 3/4" 2" 1 153-1153-2 3'-0" 7'-0" 1 3/4" F WD - - 5 3/4" 2" 1 153-2160 3'-0" 7'-0" 1 3/4" FG WD - - 5" 2" 7 160161 3'-0" 7'-0" 1 3/4" N WD - - 5 3/4" 2" 1 161
162-1 3'-0" 7'-0" 1 3/4" N WD - - 5 3/4" 2" 1 162-1162-2 3'-0" 7'-0" 1 3/4" F WD - - 5 3/4" 2" 1 162-2163 3'-0" 7'-0" 1 3/4" N WD - - 5 3/4" 2" 1 163170 3'-0" 7'-0" 1 3/4" FG WD - - 5" 2" 7 170171 3'-0" 7'-0" 1 3/4" N WD - - 5 3/4" 2" 1 171172 3'-0" 7'-0" 1 3/4" N WD - - 5 3/4" 2" 1 172173 3'-0" 7'-0" 1 3/4" N WD - - 5 3/4" 2" 1 173174 3'-0" 7'-0" 1 3/4" N WD - - 5 3/4" 2" 1 174
C101-1 3'-0" 7'-0" 1 3/4" N HM - - 5" 2" 1 C101-1C101-2 8'-0" 5'-4" Jamb_Guide-Wall :
GuideSS OVERHEAD COILING C101-2
C101-3 8'-0" 5'-4" Jamb_Guide-Wall :Guide
SS OVERHEAD COILING C101-3
C101-4 8'-0" 5'-4" Jamb_Guide-Wall :Guide
SS OVERHEAD COILING C101-4
C102 3'-0" 7'-0" 1 3/4" N HM - - 5" 2" 1 C102C103 3'-0" 7'-0" 1 3/4" N HM - - 5" 2" 1 C103
C104-1 3'-0" 7'-0" 1 3/4" N HM - - 5" 2" 1 C104-1C104-2 3'-0" 7'-0" 1 3/4" N HM - - 5" 2" 1 C104-2C105 3'-0" 7'-0" 1 3/4" N HM - - 5" 2" 1 C105C106 3'-0" 7'-0" 1 3/4" N HM - - 5" 2" 1 C106C107 3'-0" 7'-0" 1 3/4" N HM - - 5" 2" 1 C107C160 3'-0" 7'-0" 1 3/4" FG WD - - 5" 2" 7 C160D100 3'-0" 7'-0" 1 3/4" N - - 5" 2" 1 D100D107 3'-0" 7'-0" 1 3/4" FG WD - - 5" 2" 7 D107
P101-1 3'-0" 7'-10" 1 3/4" F WD - - 5 3/4" 2" 1 P101-1P101-2 8'-0" 8'-0" 1 1/2" OHC P101-2P101-3 8'-0" 8'-0" 1 1/2" OHC P101-3P201 3'-0" 7'-0" 1 3/4" N - - 5" 4" 1 P201R112 3'-0" 7'-0" 1 3/4" F WD - - 5 3/4" 2" 1 R112R116 3'-0" 7'-0" 1 3/4" F WD - - 5 3/4" 2" 1 R116R163 3'-0" 7'-0" 1 3/4" F WD - - 5 3/4" 2" 1 R163R164 3'-0" 7'-0" 1 3/4" F WD - - 5 3/4" 2" 1 R164R165 3'-0" 7'-0" 1 3/4" F WD - - 5 3/4" 2" 1 R165
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
IL E
NG
INEE
RST
RU
CTU
RA
L EN
GIN
EER
Rak
er R
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s En
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17 G
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503
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75Fa
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5-95
3-97
77
AR
CH
ITEC
TM
ECH
AN
ICA
L EN
GIN
EER
MO
DU
S17
17 In
gers
oll A
ve.,
Suite
111
Des
Moi
nes,
IA 5
0309
515-
251-
7280
Fax
515-
251-
7349
MO
DU
S17
17 In
gers
oll A
ve.,
Suite
111
Des
Moi
nes,
IA 5
0309
515-
251-
7280
Fax
515-
251-
7349
HAI
LA A
SP30
4 M
ain
Stre
etAm
es, I
A 50
010
515-
292-
0007
Fax
515-
292-
0008
SNYD
ER &
ASS
OC
IATE
S27
27 S
W S
nyde
r Blvd
.An
keny
, IA
5002
351
5-96
4-20
20Fa
x
1
2
3
©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
AL
EN
GIN
EER
A11
ROOM FINISH SCHEDULE
Ames
Com
mun
ity S
choo
l Dist
rict
24th
Stre
et D
evel
opm
ent -
Adm
inist
ratio
n Bu
ildin
g12
-05-
14
12-05-141417
DESIGN DEVELOPMENT
ROOM FINISH SCHEDULE
NUMBER ROOM NAMEFLOOR
BASENORTH WALL EAST WALL SOUTH WALL WEST WALL
NOTESMATERIAL MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH
100 VEST. WOM - - - - - - - - -101 RECEPTION TER TER GWB-AR PT GWB-AR/WD PT GWB PT GWB PT102 REGISTRAR CPT TL RB GWB PT GWB PT GWB PT GWB PT103 INFORMATION MANAGER CPT TL RB GWB PT GWB PT GWB PT GWB PT105 BOARD ROOM CPT TL RB GWB PT GWB/WD PT GWB PT GWB PT106 BOARD HOSPITALITY CPT TL RB GWB PT GWB PT GWB PT GWB PT107 STORAGE CPT TL RB GWB PT GWB PT GWB PT GWB PT108 OFFICE/CONTROL CPT TL RB GWB PT GWB PT GWB PT GWB PT110 VEST. WOM RB GWB-AR PT GWB-AR PT GWB-AR PT GWB-AR PT111 CONFERENCE CPT TL RB GWB PT GWB PT GWB PT GWB PT113 CONFERENCE CPT TL RB GWB PT GWB PT GWB PT GWB PT114 CUSTODIAL STORAGE SLR RB GWB PT GWB PT GWB PT GWB PT115 CONFERENCE CPT TL RB GWB PT GWB PT GWB PT GWB PT130 VEST. WOM RB GWB-AR PT GWB-AR PT GWB-AR PT GWB-AR PT131 STAFF BREAK LVT RB GWB PT GWB PT GWB PT GWB PT132 MDF SLR RB GWB PT GWB PT CMU PT CMU PT133 PRODUCTION SLR RB GWB PT GWB PT GWB PT GWB PT134 MECHANICAL/ ELEC. SLR RB CMU - CMU - GWB/CMU PT/- GWB/CMU PT/-136 TECHNOLOGY WORK/STORAGE LVT RB GWB PT GWB PT GWB PT GWB PT138 EXT ST. FAF FAF CMU - CMU - CMU - CMU -140 SPECIAL PROGRAMS OFFICE CPT TL RB GWB PT GWB PT GWB PT GWB PT141 PR OFFICE CPT TL RB GWB PT GWB PT GWB PT GWB PT142 SP OFFICE CPT TL RB GWB PT GWB PT GWB PT GWB PT143 SP STORAGE CPT TL RB GWB PT GWB PT GWB PT GWB PT144 ALTERNATIVE LEARNING OFFICE CPT TL RB GWB PT GWB PT GWB PT GWB PT145 CURRICULUM CPT TL RB GWB PT GWB PT GWB PT GWB PT146 AL OFFICE CPT TL RB GWB PT GWB PT GWB PT GWB PT147 CENTRAL MAIL LVT RB GWB PT GWB PT GWB PT GWB PT
147A SUPPLIES CPT TL RB GWB PT GWB PT GWB PT GWB PT148 IT OFFICE CPT TL RB GWB PT GWB PT GWB PT GWB PT149 AL STORAGE CPT TL RB GWB PT GWB PT GWB PT GWB PT150 SCHOOL IMPROVEMENT CPT TL RB GWB PT GWB PT GWB PT GWB PT150 VEST. WOM RB GWB-AR PT GWB-AR PT GWB-AR PT GWB-AR PT151 DATA PERSONNEL CPT TL RB GWB PT GWB PT GWB PT GWB PT152 SUPPORT STAFF CPT TL RB GWB PT GWB PT GWB PT GWB PT153 ASSOCIATE SUPERINTENDENT OFFICE CPT TL RB GWB PT GWB PT GWB PT GWB PT160 ADMINISTRATION CPT TL RB GWB PT GWB PT GWB PT GWB PT161 SUPER. ADMIN ASSOC. CPT TL RB GWB PT GWB PT GWB PT GWB PT162 SUPERINTENDENT OFFICE CPT TL RB GWB PT GWB PT GWB PT GWB PT163 HR/ CONF. CPT TL RB GWB PT GWB PT GWB PT GWB PT170 BUSINESS CPT TL RB GWB PT GWB PT GWB PT GWB PT171 SECURED RECORDS CPT TL RB GWB PT GWB PT GWB PT GWB PT172 CFO OFFICE CPT TL RB GWB PT GWB PT GWB PT GWB PT173 OFFICE CPT TL RB GWB PT GWB PT GWB PT GWB PT174 OFFICE CPT TL RB GWB PT GWB PT GWB PT GWB PT
C100 CORRIDOR TER TER GWB-AR PT GWB-AR PT GWB PT GWB PTC101 CONCESSIONS SLR RB CMU PT CMU PT CMU PT CMU PTC102 STORAGE SLR RB CMU PT CMU PT CMU PT CMU PTC103 WOMEN'S RESTROOM SLR RB CMU PT CMU PT CMU PT CMU PTC104 SUPPLY CLOSET SLR RB CMU PT CMU PT CMU PT CMU PTC105 MEN'S RESTROOM SLR RB CMU PT CMU PT CMU PT CMU PTC106 FAMILY RESTROOM SLR RB CMU PT CMU PT CMU PT CMU PTC107 JANITORIAL SLR RB CMU - CMU - CMU - CMU -C110 CORRIDOR TER TER GWB-AR PT GWB-AR/WD PT GWB PT GWB PTC120 CORRIDOR CPT TL RB GWB-AR PT GWB-AR PT GWB PT GWB PTC130 CORRIDOR CPT TL RB GWB-AR PT GWB-AR PT GWB PT GWB PTC140 CORRIDOR CPT TL RB GWB-AR PT GWB-AR PT GWB PT GWB PTC150 CORRIDOR CPT TL RB GWB-AR PT GWB-AR PT GWB PT GWB PTC160 CORRIDOR CPT TL RB GWB-AR PT GWB-AR PT GWB PT GWB PTC170 CORRIDOR TER TER GWB-AR PT GWB-AR PT GWB PT GWB PTD100 STORAGE SLRP101 PRESS BOX STORAGE SLR RB PLYWD PT PLYWD PT PLYWD PT PLYWD PTP201 PRESS BOX FAF FAF PLYWD PT PLYWD PT PLYWD PT PLYWD PTR112 PUBLIC RR - 3 M CT CT CBB CT CBB CT CBB CT CBB CTR116 PUBLIC RR - 4 F CT CT CBB CT CBB CT CBB CT CBB CTR163 RR- 2 F CT CT CBB CT CBB CT CBB CT CBB CTR164 CUSTODIAL SLR RB GWB PT GWB PT GWB PT GWB PTR165 RR-2 M CT CT CBB CT CBB CT CBB CT CBB CT
SHELVES, PROVIDE POWER INEACH LOCATION (6).
COAT ROD WITH SHELFABOVE.
LOCKABLE WARDROBE WITHLAPTOP CHARGING STATIONS.
3'-6
"
2'-4
"
7'-0
"
COPIER (B.O.)
6"
PLAM COUNTER ON PLAMCASEWORK.
2' -
6"
3' -
0"
1 1/2" EQ 1 1/2" EQ 1 1/2" EQ 1 1/2" EQ 1 1/2" EQ 1 1/2"
PLAM COUNTER ONSTEEL SUPPORTS.
3'-0" 3'-0" 3'-0" 3'-0" 3'-0"
3'-0" 12'-0"
3'-0
"1'
-6"
2'-6
"
SOLID SURFACE COUTERTOP ONPLAM CASEWORK
10"
1'-1
0"4"
3'-0
"PLAM COUNTER ONPLAM SHELVES
AMES COMMUNITY SCHOOL DISTRICT LOGO IN CUT METAL LETTERS
3/4" WOOD VENEER PLYWOOD WITH J-BEAD TRIM, TYPICAL.
PAINTED GWB ACCENT COLORS..
TV (B.O.) TV (B.O.)
19'-0
1/8
"
12'-0
"
3/4" WOOD VENEER PLYWOOD WITH J-BEAD TRIM, TYPICAL.
PAINTED GWB ACCENT COLORS..
PLAM ON 3/4"PLYWOOD SHELVING,30" DEEP
3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 2'-4 1/2"
4"2'
-6"
2'-0
"1'
-6"
SHELF WITH COAT ROD BELOW
SOLID SURFACE COUTERTOP ONPLAM CASEWORK
3'-9 7/8" 3'-0" 3'-0" 1'-6"
2'-1
0"
PERMANENT RIGID PROJECTIONSCREEN, 110" DIAGONAL
ACCENT PAINT
MARKER BOARD SURFACE
WOOD VENEER DESK WITH POWER /DATA
TV (B.O.)TV (B.O.)
WOOD VENEER CEILING CLOUD WITH VERTICAL 6" WOOD EDGE.AMES COMMUNITY SCHOOL DISTRICT LOGO IN CUT METAL LETTERS
3/4" WOOD VENEER PLYWOOD WITH J-BEAD TRIM, TYPICAL.
PAINTED GWB ACCENT COLORS..
30'-0"
3'-8
"
PERMANENT RIGID PROJECTIONSCREEN, 110" DIAGONAL
ACCENT PAINT
MARKER BOARD SURFACE
1'-6
"1'
-6"
1'-6
"1'
-6"
4"
6'-4
3/4
"
EQ EQ EQ EQ EQ EQ
PLAM ON 3/4"PLYWOOD SHELVING
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
IL E
NG
INEE
RST
RU
CTU
RA
L EN
GIN
EER
Rak
er R
hode
s En
gine
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g47
17 G
rand
Ave
.D
es M
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s, IA
503
1251
5-27
7-02
75Fa
x 51
5-95
3-97
77
AR
CH
ITEC
TM
ECH
AN
ICA
L EN
GIN
EER
MO
DU
S17
17 In
gers
oll A
ve.,
Suite
111
Des
Moi
nes,
IA 5
0309
515-
251-
7280
Fax
515-
251-
7349
MO
DU
S17
17 In
gers
oll A
ve.,
Suite
111
Des
Moi
nes,
IA 5
0309
515-
251-
7280
Fax
515-
251-
7349
HAI
LA A
SP30
4 M
ain
Stre
etAm
es, I
A 50
010
515-
292-
0007
Fax
515-
292-
0008
SNYD
ER &
ASS
OC
IATE
S27
27 S
W S
nyde
r Blvd
.An
keny
, IA
5002
351
5-96
4-20
20Fa
x
1
2
3
©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
AL
EN
GIN
EER
A13
INTERIOR ELEVATIONS
Ames
Com
mun
ity S
choo
l Dist
rict
24th
Stre
et D
evel
opm
ent -
Adm
inist
ratio
n Bu
ildin
g12
-05-
14
12-05-141417
DESIGN DEVELOPMENT
INTERIOR ELEVATION NOTES
SCALE: 1/4" = 1'-0"C3 REGISTRAR EAST WALLSCALE: 1/4" = 1'-0"D3 OFFICE/CONTROL EAST WALL
SCALE: 1/4" = 1'-0"B4 STAFF BREAK SOUTH WALL
SCALE: 1/4" = 1'-0"E3 CENTAL MAIL SHELVING
SCALE: 1/4" = 1'-0"C1 RECEPTION 101 EAST ELEVATION
SCALE: 1/4" = 1'-0"F4 CORRIDOR 110 EAST ELEVATIONSCALE: 1/4" = 1'-0"D4 SP STORAGE SHELVING
SCALE: 1/4" = 1'-0"C4 BOARD HOSPITALITY - SOUTH WALL
SCALE: 1/4" = 1'-0"F2 BOARD ROOM 105 NORTH ELEVATION
SCALE: 1/4" = 1'-0"F1 BOARD ROOM 105 EAST ELEVATION
SCALE: 1/4" = 1'-0"C2 BOARD ROOM 105 SOUTH ELEVATION
SCALE: 1/4" = 1'-0"F3 CENTRAL MAIL SHELVING
RE
F.
S
S
S1 S1
S1
S1
S2
D
S1
S1 S1 S1 S1 S1
S1
S1
S1
SS
S2
S2
S SS
SS
S
SS
SS
SS
SS
S
SS
SS
P3
P3 P3
P3P3
P4
P4
S1
M M MM
M
MMM
M
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
P4
P4
SS SS
S1
S1
SS
SS
SS
SS
SS
J
MM
MMMMM
MM
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
DD
DD
DD
S1
S1
J J
S
63 SF
MDF132
682 SF
MECHANICAL/ ELEC.134
235 SF
SECURED RECORDS171
238 SF
OFFICE/CONTROL108
82 SF
VEST.100
60 SF
VEST.110
196 SF
PUBLIC RR - 4 FR116
187 SF
PUBLIC RR - 3 MR112
118 SF
RR-2 MR165
56 SF
CUSTODIALR164
118 SF
RR- 2 FR163
2240 SF
BOARD ROOM105
959 SF
RECEPTION101
102
SF
CU
ST
OD
IAL
ST
OR
AG
E11
4
264 SF
ADMINISTRATION160
147 SF
SUPER. ADMIN ASSOC.161
189 SF
SCHOOL IMPROVEMENT150
570 SF
SUPPORT STAFF152
301 SF
ASSOCIATESUPERINTENDENT
OFFICE153
308 SF
SUPERINTENDENTOFFICE
162
258 SF
HR/ CONF.163
300 SF
CFO OFFICE172
484 SF
BUSINESS170
152 SF
OFFICE173
153 SF
OFFICE174
222 SF
REGISTRAR102
222 SF
INFORMATIONMANAGER
103
249 SF
CONFERENCE111
316 SF
CONFERENCE113390 SF
CONFERENCE115
264 SF
IT OFFICE1481169 SF
TECHNOLOGYWORK/STORAGE
136
262 SF
SPECIAL PROGRAMSOFFICE
140
262 SF
ALTERNATIVELEARNING OFFICE
144
151 SF
DATA PERSONNEL151
159 SF
AL OFFICE146
159 SF
SP OFFICE142
154 SF
PR OFFICE141
286 SF
STAFF BREAK131
45 SF
VEST.130
242 SF
CORRIDORC130
43 SF
VEST.150
197 SF
CORRIDORC170
473 SF
CORRIDORC110
400 SF
CORRIDORC160
142 SF
CORRIDORC150
383 SF
CORRIDORC140
399 SF
CORRIDORC120
119 SF
AL STORAGE149
115 SF
CENTRAL MAIL147
95 SF
SUPPLIES147A129 SF
BOARD HOSPITALITY106
236 SF
CURRICULUM145
202 SF
SP STORAGE143
166 SF
STORAGE107
206 SF
CORRIDORC100
PAPER STORAGE
CAR
T
CAR
T
CAR
T
HIGHCOUNTER
HIGHCOUNTER
PAPE
R S
TOR
AGE
SUPPLIES
PRIN
TER
CO
LOR
PRIN
TER
PRIN
TER
PAPERCUTTER
LAM
INAT
OR
POSTAGEMETER
HOLEPUNCHER
BINDING
4'-8
"
8' M
KBD
6' MKBD
TV (B.O.)
6' MKBDTV (B.O.)
TV (B.O.)
6' M
KBD
6' M
KBD
TV (B.O.)TV (B.O.)
6' M
KBD
TV (B
.O.)
TV (B
.O.)
TV (B
.O.)
TV (B.O.)
B ACDE
1
2
3
1
2
3
4
F
B ACDEF
4
NOT FORCONSTRUCTION
CIV
IL E
NG
INEE
RST
RU
CTU
RA
L EN
GIN
EER
Rak
er R
hode
s En
gine
erin
g47
17 G
rand
Ave
.D
es M
oine
s, IA
503
1251
5-27
7-02
75Fa
x 51
5-95
3-97
77
AR
CH
ITEC
TM
ECH
AN
ICA
L EN
GIN
EER
MO
DU
S17
17 In
gers
oll A
ve.,
Suite
111
Des
Moi
nes,
IA 5
0309
515-
251-
7280
Fax
515-
251-
7349
MO
DU
S17
17 In
gers
oll A
ve.,
Suite
111
Des
Moi
nes,
IA 5
0309
515-
251-
7280
Fax
515-
251-
7349
HAI
LA A
SP30
4 M
ain
Stre
etAm
es, I
A 50
010
515-
292-
0007
Fax
515-
292-
0008
SNYD
ER &
ASS
OC
IATE
S27
27 S
W S
nyde
r Blvd
.An
keny
, IA
5002
351
5-96
4-20
20Fa
x
1
2
3
©2014REVISIONS:PROJECT NUMBERPROJECT ISSUE DATE
ELEC
TRIC
AL
EN
GIN
EER
A15
FURNITURE PLAN
Ames
Com
mun
ity S
choo
l Dist
rict
24th
Stre
et D
evel
opm
ent -
Adm
inist
ratio
n Bu
ildin
g12
-05-
14
12-05-141417
DESIGN DEVELOPMENT
FURNITURE PLAN NOTES
SCALE: 1/8" = 1'-0"F1 ADMINISTRATION- FLOOR PLAN
