HomeMy WebLinkAboutA100 - UNIT A - FIRST FLOOR ARCHITECTURAL PLANDN
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UP
UP
ARCHITECTURAL PLAN NOTES
(ALL NOTES MAY NOT BE INDICATED ON THIS SHEET)
INDICATES WALL TYPE. REFER TO
DRAWING A1.00 FOR WALL THICKNESS,
HEIGHT AND COMPOSITION.
ARCHITECTURAL PLAN GENERAL NOTES
A. ALL CMU WALLS THAT DO NOT LAY OUT IN FULL OR
HALF LENGTHS SHOULD BE BALANCED SO AS NOT
TO HAVE ANY PIECES LESS THAN 4" IN SIZE EXPOSED
TO VIEW.
B. WHERE DISSIMILAR FLOOR MATERIALS MEET, THEY
SHALL DO SO UNDER THE CENTERLINE OF THE DOOR,
UNLESS NOTED OTHERWISE.
C. THERE SHALL BE PERIMETER INSULATION CONTINUOUS
AROUND THE ENTIRE PERIMETER OF THE BUILDING
EXTENDING 2'-0" MINIMUM BELOW GRADE.
D. THE BASE FLOOR ELEVATION INDICATED FOR THE
PROJECT IS 100'-0". REFER TO SITE PLAN FOR
CORRELATION TO USGS DATUM.
E. ALL INTERIOR MASONRY WALLS THAT RUN TO
UNDERSIDE OF DECK ABOVE SHALL HAVE A 2" JOINT
(U.N.O.) AT THE DECK TO BE FILLED WITH FIRE
STOPPING AT RATED WALLS PER PROJECT MANUAL.,
AND MINERAL WOOL AT THE NON-RATED WALLS, TO
ALLOW FOR DEFLECTION.
F. FOR TYPICAL COMMON JOINT DETAILS AND
CONSTRUCTION MOVEMENT JOINT DETAILS REFER TO
DETAILS ON SHEET XX.
G. ALL DIMENSIONS ON FLOOR PLANS ARE TO FINISH
FACE OF CMU, CONCRETE, BRICK OR FINISH FACE OF
GWB AT METAL STUD WALLS, UNLESS NOTED
OTHERWISE. EXCEPTION: EXTERIOR METAL STUD
WALLS ARE TO FACE OF METAL STUDS.
H. HINGE SIDE DOOR JAMB AT WALLS WILL TYPICALLY BE
LOCATED 4" MINIMUM FROM ADJACENT WALL UNLESS
NOTED OTHERWISE.
I. ALL EXPOSED CONCRETE MASONRY UNITS (CMU)
CORNERS ARE TO BE BULLNOSE, EXCEPT AT
BULKHEADS, WINDOW AND DOOR HEADS.
J. SEE REFLECTED CEILING PLANS FOR BULKHEAD
LOCATIONS AND DETAIL REFERENCES.
K. REFER TO ROOM FINISH SCHEDULE OR PLAN AND
EQUIPMENT PLANS FOR LOCATION AND EXTENT OF
FINISH FLOOR MATERIALS.
L. PROVIDE WOOD BLOCKING AS REQUIRED. WITHIN
METAL STUD WALLS FOR WALL MOUNTED ITEMS.
M. REFER TO MASTER/CODE PLANS FOR CODE
INFORMATION AND FIRE RATED WALL LOCATIONS.
N. PROVIDE SPRAY FOAM INSULATION AND THERMAL
BARRIER CONTINUOUS AT INTERSECTION OF EXTERIOR
WALLS AND DECK.
VERIFICATION NOTE
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
CLEARANCES AND ALL EXISTING FIELD CONDITIONS
BEFORE STARTING CONSTRUCTION. COMMENCEMENT
OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS.
SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED,
CONTACT THE ARCHITECT BEFORE PROCEEDING WITH
WORK.
X
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VV
A3.01 2
CONSTRUCTION
TRADES LAB
C106
GRAPHIC
COMMUNICATIONS
C108
OFFICE
C104
ELECTRONICS /
PHYSICS
C105
STORAGE
C111A
GIRLS
C112
BOYS
C113
ADVANCED MFG.
INNOVATION LAB
C116
STORAGE /
MATERIALS
C123B
STORAGE /
MATERIALS
C117B
CORRIDOR
C101B
CORRIDOR
C101E
MEDIA DATA
C101C
CORRIDOR
C101F
1 2 3 4 5 6 10
10
MM
NN
QQ
RR
S
S
UU
DOOR 11
ADVANCED
CONSTRUCTION
TRADES LAB
C106B
AUTOMOTIVE
SERVICES LAB
C115B
ADVANCED
AUTOMOTIVE
SERVICES LAB
C115
UNIT A UNIT BUNIT AUNIT B
CLASSROOM
C107
ADVANCED MFG.
ARTISAN LAB
C107A
CAD LAB
C109
CAD LAB
C110
LOADING /
RECEIVING
C100
STORAGE
C101A
1
A4.01
___________
1
A4.01
___________
1
A5.01
___________
CULINARY ARTS
C124
CLOSET
C124A
DRY GOODS
C124B
STORAGE
STORAGE AND MECHANICAL
MEZZANINE, ABOVE
MENS TOILET
C102
STORAGE
C101
A3.013
VESTIBULE
C101G
WOMENS TOILET
C103LAUNDRY
C100C
TOILET
C100D
TOILET
C100E
SECURE STORAGE
C100F
LOADING DOCK
STORAGE AND MECHANICAL
MEZZANINE, ABOVE
A3.01
1
CAD LAB
C114
STORAGE
C115A
OUTDOOR STORAGE
YARD
FINISHING ROOM
C115C
ADVANCED MFG.
CLEAN LAB
C116A
STORAGE
C106A
STORAGE
ROBOTICS
STORAGE
CORRIDOR
C101J
CORRIDOR
C101H
CORRIDOR
C101D
2
2
3
4
4
4
1 1
11
1
2
A4.01
___________2
A4.01
___________
3
A4.01
___________3
A4.01
___________
4
A4.01
___________
4
A4.01
___________
MECHANICAL
MEZZANINE, ABOVE
A1.05
1
10C106HC106CC106BC106DC107BA C107AAC116AC106AC101JC110BC109BC109AC101H
C101GC115FC115CC115GC115H
C115AA C115AB
C115AC115B
C106E
C114BC116B
C107AB
C109C
C101C C110A
C114A
C104AC106GC106F C110C
C116C
C106I
C115D C115E
C116D
11 TYP.
12
12
V.1V.1
W
W.2W.2
W.4W.4
W.5W.5
W.8W.8
XX
YY
0.8
0.8 0.9 1.1 1.6 2.1 2.8 3.8 4.5 5.4 6.7 8.9
63'-4"9'-4"14'-0"6'-6"14'-0"83'-6"130'-8"3'-4"18'-5 1/2"3'-4"2'-8"12'-0"2'-8"22'-3 1/8"2'-8"
3'-4"18'-9 3/8"3'-4"2'-8"12'-0"2'-8"43'-6"2'-8"12'-0"2'-8"3'-4"17'-9 7/16"3'-4"
128'-0 13/16"66'-0 5/8"
2
A5.01
___________
1
A5.01
___________
SIM.
1
A5.01
___________
SIM.
22'-2"42'-9"12'-1 3/8"
5'-9 3/8"6'-4"7'-0"31'-4"8'-4"11'-8"16'-10 7/16"
10'-2"
5'-7 3/8"6'-6"30'-5 5/16"8'-2"2'-5 5/8"7'-0"
28'-1"
4
30'-7"41'-10"38'-3 5/8"32'-8"46'-8 5/8"16'-2 5/16"4'-7 5/8"1'-4"8'-0"32'-10"9'-4 11/16"
10
7 5/8"
10'-1 3/8"
35'-7 3/8"17'-4"3'-0"23'-4 3/8"3'-6"3
25'-0"
40'-9 3/8"
19'-9 3/8"14'-0"9'-2 3/8"10'-2"6'-8 11/16"6'-4"6'-8 11/16"
15'-7"2'-4"6'-4"20'-9"4'-2 3/8"5'-3 5/8"62'-2 13/16"69'-4 1/4"V.I.F.
2'-11 3/8"6'-4"3'-0"32'-10 5/8"A10.02
1
1
A5.02
___________8'-0"1
A5.04
___________
4'-11 5/8"7'-1 3/4"
A1.06
4
A1.06
1
27'-10 3/8"1'-2"18'-9"1'-2"19'-3 1/4"52'-0 1/4"40'-5 3/8"
A1.06
2
A1.06
3
10'-0"
W82SW82S
W61SW61S
W41S
W82SW82S
W82S
W82S
W82S
W82SW82S
W82S
W82S
W82S
W82S
W82S
W82S
W82S W82S
W82S
W82SW82SW82S
W82S
W86SW86S
W86SW86S
W86SW82SW82S 7'-2"W81S
W41S
W82S
W86S
MEDIA DATA
C111 C111W81S
ALIGN
14
17
17
17
17
17
CMU LINTEL / BULKHEAD ABOVE, TYP.
CMU LINTEL /
BULKHEAD
ABOVE, TYP.
3'-0"
1'-0"20'-11 1/2"3'-10"14'-8"9'-5 1/2"17'-9 5/8"25'-1 3/8"14'-8"23'-1"23'-1"14'-8"24'-1 7/16"1'-0"20'-0"20'-0"20'-0"8'-7 5/8"13'-0"18'-1 7/8"30'-10 3/16"8'-0"7 3/8"13'-0"11'-7 3/4"22'-7 7/8"14'-8 1/2"8'-0"1'-0"1818
18
18
18
18
19
TD
SD
TD
TD
TD
SD
TD
TD
TD
TD
TD
20
20
20
20
20
20
20
20
20
21
4'-7"13'-0"4'-7"
20
2
A5.02
___________
A10.02
4
HM1
HM2
HM2
HM2
A1.06
7
20
W81S
W81S
GATE 1
GATE 2
C114B
W82S
W82S
14
14
10'-0" H
8'-0" H
1
4
MH
23'-5 1/4"24'-0"24'-0"24'-0"24'-0"24'-0"48'-0 3/16"
FINISHING ROOM
C107B
25
25
25
25
25
25
2525
2525
25
2'-4"7'-6"A1.06
8
17
3
A5.01
___________
17
W82S
A1.06
12
W82S
1
NEW DOOR
EXISTING DOOR
TO REMAIN
DEMO DOOR
NEW WALL
EXISTING WALL
TO REMAIN
DEMO WALL
PLAN LEGEND
COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.
KEY PLAN
UNIT A
WWW.FHAI.COM
ARCHITECT
NEW ADDITION
9/13/2023 6:02:02 PM\\data1\citrixprofiles$\droan\upm_profile\Documents\2021_ARCH_221165.01_droanR3Y2M.rvtPROJECT NUMBER: 221165.01
CARMEL HIGH
SCHOOL
POLYTECHNIC
ADDITION AND
RENOVATION
CARMEL CLAY SCHOOLS
520 EAST MAIN STREET
CARMEL, IN 46032
UNIT A -FIRST FLOOR
ARCHITECTURAL PLAN
A1.01
PROJECT ISSUE DATE: 09/20/2023
REGULATORY REVIEW
DRAWN BY: DSR
317-848-0966
350 E. NEW YORK ST. SUITE 300, INDIANAPOLIS, IN 46204
SCALE: 1/8" = 1'-0"
UNIT A - FIRST FLOOR ARCHITECTURAL PLAN
NO.DESCRIPTION
1 INFILL OPENING TO MATCH EXISTING WALL CONSTRUCTION.
FINISH FLUSH WITH ADJACENT SURFACES TO SHOW NO
EVIDENCE OF CONSTRUCTION. TOOTH-IN MASONRY WITH
EXISTING.
2 CONCRETE FILLED, METAL PAIN STAIRS. SEE A10.02 FOR
ADDITIONAL INFORMATION.
3 WIRE MESH PARTITION SYSTEM. INCORPORATE MORTISE
LOCK CYLINDER AND CORE IN GATE. SEE DOOR SCHEDULE
AND SPECIFICAITONS.
4 PRE-FINISHED STEEL LOCKERS. SEE EQUIPMENT PLANS
FOR ADDITIONAL INFORMATION.
5 PROVIDE NEW ACOUSTICAL WALL TREATMENT. SEE FINISH
PLANS, INTERIOR ELEVATIONS AND SPECIFICATIONS FOR
ADDITIONAL INFORMATION.
6 24" WIDE, FIXED ALUMINUM ACCESS LADDER. SEE DETAIL
8/A10.02.
7 MEMBRANE ROOF SYSTEM. SEE ROOF PLAN FOR
ADDITIONAL INFORMATION.
8 METAL PIPE GUARDRAIL SYSTEM. SEE A10.02.
9 KITCHEN EQUIPMENT. SEE FOOD SERVICE DRAWINGS FOR
ADDITIONAL INFORMATION.
10 INFILL PORTION OF CONCRETE SLAB. FINISH FLUSH WITH
EXISTING. SEE PLUMBING FOR ADDITIONAL INFORMATION.
11 INDICATES 12' x 12' AREA FOR STUDENT-BUILT HOUSE BUILD.
(FOR REFERENCE ONLY)
12 INDICATES 12' x 32' AREA FOR STUDENT-BUILT TINY HOMES.
(FOR REFERENCE ONLY)
13 ACOUSTICALLY SEAL ALL WALL PENETRATIONS ABOVE
CEILING, BOTH SIDES OF WALL. INFILL MASONRY OPENINGS
WITH CMU SOAP / MORTAR AS REQUIRED.
14 EXISTING STEEL BASE AND WOOD TOP WORKBENCHES.
COORDINATE FINAL LOCATION WITH OWNER UPON
COMPLETION OF OTHER FINISHES.
15 2-LAYERS OF 5/8" TYPE "X" GYP. BOARD OVER EXISTING
METAL FURRING. EXTEND GYP. BOARD AND SEAL TOP EDGE
TO CONCRETE DECK ABOVE.
16 PROVIDE WOOD FLOOR FRAMING TO MATCH EXISTING
DEPTH AND REPLACE TILE ACCESS FLOOR. SEE DETAIL
2/A1.07.
17 INFILL PORTION OF CONCRETE SLAB. FINISH FLUSH WITH
EXISTING. SEE STRUCTURAL FOR ADDITIONAL
INFORMATION.
18 CONCRETE FILLED STEEL PIPE BOLLARD WITH COVER. SEE
DETAIL 7/A1.07 FOR ADDITIONAL INFORMATION.
19 1 1/2" PRE-COMPRESSED BUILDING EXPANSION JOINT WITH
CONTINUOUS SEALANT.
20 PLASTIC LAMINATE CASEWORK. SEE EQUIPMENT PLANS
FOR ADDITIONAL INFORMATION.
21 13'W x 12'H MASONRY OPENING. SEE STRUCTURAL.
22 GUARDRAIL GATE - SEE 5-7/A10.01.
23 INFILL OPENING TO MATCH EXISTING WALL CONSTRUCTION.
GROUND FACE CMU TO MATCH EXISTING, FULL HEIGHT.
FINISH FLUSH WITH ADJACENT SURFACES TO SHOW NO
EVIDENCE OF CONSTRUCTION. TOOTH-IN MASONRY WITH
EXISTING.
24 PAINT BOOTH EXHAUST, UP THROUGH ROOF. SEE
EQUIPMENT PLANS AND SCHEDULE FOR ADDITIONAL
INFORMATION. COORDINATE FINAL LOCATION, DIMENSIONS
AND OPENINGS BETWEEN ALL TRADES AND EQUIPMENT
MANUFACTURER.
25 SEMI-RECESSED FIRE EXTINGUISHER CABINET. SEE 3/A1.07
AND SPECIFICATIONS FOR ADDITIONAL INFORMATION.
NOTE:
AFTER REMOVAL OF ITEMS, ALL EXISTING MASONRY
WALL SURFACES (IF EXPOSED) SHALL BE PATCHED BY
TOOTHING IN NEW TO SHOW NO EVIDENCE OF
CONSTRUCTION AND PREPARED TO RECEIVE NEW
FINISHES.PLANNORTHREV.
NO.DESCRIPTION DATE