1. 1. A COPY OF THE APPROVED PLANS SHALL BE KEPT IN AN EASILY
ACCESSIBLE LOCATION ON THE SITE AT ALL TIMES DURING
CONSTUCTION AND UNTIL FINAL BUILDING APPROVAL
2. THE APPROVED DEVELOPMENT PACKAGE PLAN IS THE ONLY
ACCEPTABLE CONSTRUCTION PLAN ON SITE
3. ALL CONSTRUCTION SHALL CONFORM TO INTERNATIONAL
BUILDING CODE EDITION PER JURISDICTION AND ANY LOCAL
AMENDMENTS
4. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND
ADHERING TO THE SPECIFICATION MANUAL FOR THIS PROJECT
5. DO NOT SCALE DRAWINGS- USE WRITTEN DIMENSIONS
6. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE
ARCHITECT IN WRITING OF ANY CONFLICTS BETWEEN VARIOUS
ELEMENTS OF THE DRAWINGS, NOTES DETAILS, AND CONSULTANT
WORK AS WELL ANY DISCREPANCIES BETWEEN ARCHITECTURAL
DRAWINGS AND ACTUAL FIELD CONDITIONS PRIOR TO START OF
ANY DEMOLITION AND ALL CONSTRUCTION
7. ALL JOB SITE REQUIREMENTS PER OSHA AND LOCAL JURISDICTION
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
8. ALL MEANS, METHODS, TECHNIQUES, AND SEQUENCES FOR THE
PROCEDURE OF ALL CONSTRUCTION SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR, INCLUDING ALL ALLOWABLE
CAPACITIES OF STRUCTURAL MEMBERS BEFORE, DURING, AND
AFTER CONSTRUCTION
9. THE FINAL CONFIGURATION OF THE STRUCTURE IS THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER, UNLESS
ARCHITECT IS EMPLOYED UNDER CONTRACTUAL AGREEMENT TO
SUPERVISE CONSTRUCTION ADMINISTRATION
10. THE FINAL SELECTION OF ALL MATERIALS, GRADES, AND QUALITIES
ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR
OWNER, UNLESS ARCHITECT IS EMPLOYED UNDER CONTRACTUAL
AGREEMENT TO PROVIDE SPECIFICATIONS
11. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, NOTES,
AND SPECIFICATIONS, THE GREATER REQUIREMENT SHALL GOVERN
WHERE NO SPECIFIC DETAIL IS SHOWN
12. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CHANGES,
OMISSIONS, OR FAILURE TO CARRY OUT THE WORK IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS MADE BE THE
OWNER, CONTRACTOR, OR ANY PERSONS PERFORMING PORTIONS
OF THE WORK
13. CONTRACTOR TO FEILD VERIFY ALL EXISTING CONDITIONS BEFORE
PROCEEDING WITH WORK
14. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY AND ALL PERMITS,
CERTIFICATIONS, OR VIOLATIONS ISSUED FOR PRIOR WORK ON
THIS PROJECT OR BUILDING
15. ANY ISSUES UNCOVERED DURING CONSTRUCTION THAT ARE
BEYOND INITIAL SCOPE OF WORK AND REQUIRING ADDITIONAL
DESIGN WORK, INCLUDING ARCHITECTURAL, STRUCTURAL,
MECHANICAL, PLUMBING OR ELECTRICAL, SHALL BE CONSIDERED
ADDITIONAL WORK AND REQUIRE WRITTEN CONTRACTUAL
AGREEMENT BETWEEN ARCHITECT, OWNER, AND CONTRACTOR
16. IF PER ALLOWABLE JURISDICTION AND OWNER, THE CONTRACTOR
SHALL ERECT A SIGN THAT SHALL READ AS FOLLOWS:
ARCHITECT:
SDG ARCHITECTURE LLC
520-829-5188
SDGARCHITECTURELLC.COM
GENERAL NOTES
APPLICABLE CODES
CITY OF TUCSON 520.791.5550
INTERNATIONAL BUILDING CODE, 2012 EDITION
INTERNATIONAL MECHANICAL CODE, 2012 EDITION
INTERNATIONAL PLUMBING CODE, 2012 EDITION
INTERNATIONAL FIRE CODE, 2012 EDITION
INTERNATIONAL ENERGY CONSERVATION CODE, 2012 EDITION
INTERNATIONAL EXISTING BUILDING CODE, 2012 EDITION
NATIONAL ELECTRICAL CODE, 2011 EDITION
ICC/ANSI 2009 EDITION
OUTDOOR LIGHTING CODE
?
NOTE
1i
PARTITION
TYPE
101
10'-0"
DOOR TAG
CEILING
ROOM NAME
150 SF
101
ROOM TAG
W102
WINDOW
TAG
A101
1
SIM
DETAIL / CALLOUT
SECTION
A101
1
1
1
1
ELEVATION
SPOT
ELEVATION
BREAK LINE
A101
1
PROJECT LOCATION
EXPIRES 03.31.2018
ARCHITECT
Project No:
Drawn By:
Issue Date:
Revisions:
G.1
COVER SHEET
DCES CLASSROOM BUILDING
9415 E WRIGHTSTOWN ROAD
TUCSON, AZ 85715
2017-26
RMS
07.19.18
0
7
.
1
9
.
1
8
SYMBOLS
INDEX OF DRAWINGS
S1.8 SCHEDULES
S2.0 BASEMENT FOUNDATION PLAN
S3.0 FOUNDATION & GROUND FLOOR
FRAMING PLAN
S3.1 SECOND FLOOR & LOW ROOF FRAMING
PLANS
S3.2 HIGH ROOF FRAMING PLAN
S3.3 STAIR FRAMING PLAN
S4.0 FOUNDATION DETAILS
S5.0 FRAMING DETAILS
S5.1 FRAMING DETAILS
S5.2 FRAMING DETAILS
S6.0 TRUSS ELEVATIONS
S6.1 TRUSS ELEVATIONS
S7.0 BRACED FRAME ELEVATIONS
6 MECHANICAL
M1.0 MECHANICAL BASMENT FLOOR PLAN
M1.1 MECHANICAL FIRST FLOOR PLAN
M1.2 MECHANICAL 2ND FLOOR PLAN
M1.3 MECHANICAL ROOF PLAN
M1.4 MECHANICAL PIPING PLAN
M1.5 MECHANICAL SECTIONS
M2.0 MECHANICAL DETAILS
M2.1 MECHANICAL DETAILS
M3.0 MECHANICAL SCHEDULES
M3.1 MECHANICAL SCHEDULES
M4.0 MECHANICAL NOTES
7 PLUMBING
P1.0 PLUMBING WASTE BASEMENT PLAN
P1.1 PLUMBING WASTE 1ST FLOOR PLAN
P1.2 PLUMBING WASTE 2ND LEVEL FLOOR
PLAN
P1.3 PLUMBING ROOF PLAN
P2.0 PLUMBING WASTE BASEMENT PLAN
P2.1 PLUMBING WATER 1ST LEVEL FLOOR
PLAN
P2.2 PLUMBING WATER 2ND LEVEL FLOOR
PLAN
P3.0 PLUMBING WASTE ISO
P3.1 PLUMBING WASTE ISO
P4.0 PLUMBING DETAILS
P4.1 PLUMBING NOTES & DETAILS
P4.2 PLUMBING SCHEDULES
8 ELECTRICAL
E0.1 ELECTRICAL SITE PLAN
E0.2 EXIST SITE LIGHTING PLAN
E0.3 NEW SITE LIGHTING PLAN
E1.1 BASEMENT ELECTRICAL PLAN
E1.2 GROUND FLOOR ELECTRICAL PLAN
E1.3 SECOND FLOOR ELECTRICAL PLAN
E2.1 BASEMENT HVAC POWER PLAN
E2.2 GROUND FLOOR HVAC POWER PLAN
E2.3 SECOND FLOOR HVAC POWER PLAN
E2.4 ROOF HVAC POWER PLAN
E3.1 BASEMENT LIGHTING PLAN
E3.2 GROUND FLOOR LIGHTING PLAN
E3.3 SECOND FLOOR LIGHTING PLAN
E4.1 ELECTRICAL DETAILS
E4.2 ELECTRICAL DETAILS
E5.1 PANEL SCHEDULE
E5.2 PANEL SCHEDULE
E5.3 PANEL SCHEDULE
E6.1 ELECTRICAL LEGEND
INDEX OF DRAWINGS
1 GENERAL
G.1 COVER SHEET
G.2 CODE REVIEW & EGRESS PLANS
2 CIVIL
C1.0 CIVIL COVER SHEET
C1.1 NOTES AND LEGEND
C2.0 OVERALL SITE PLAN
C3.0 DEMOLITION PLAN
C4.0 SITE / GRADING PLAN
C5.0 PRIVATE UTILITY PLAN
C6.0 CIVIL DETAILS
C7.0 HORIZONTAL CONTROL CONTROL PLAN
3 LANDSCAPE
L.1 PLANTING PLAN
L.2 IRRIGATION PLAN
L.3 IRRIGATION DETAILS
4 ARCHITECTURAL
A.0.1 CONCRETE CONTROL JOINTS & FLOOR
DRAINS
A.1.1 BASEMENT FLOOR PLAN
A.1.2 LEVEL 1 FLOOR PLAN
A.1.3 LEVEL 2 FLOOR PLAN
A.2.1 ROOM FINISH SCHEDULE
A.2.2 DOOR & WINDOW SCHEDULE
A.3.1 RCP LEGEND BASEMENT RCP
A.3.2 LEVEL 1 RCP
A.3.3 LEVEL 2 RCP
A.4.1 LEVEL 1 ELEVATIONS
A.4.2 LEVEL 1 ELEVATIONS
A.4.3 LEVEL 2 ELEVATIONS
A.4.4 LEVEL 2 ELEVATIONS
A.5.1 SECTIONS
A.5.2 SECTIONS
A.5.3 SECTIONS
A.5.4 CHASE SECTIONS
A.6 ROOF PLAN
A.7.1 ENLARGED PLANS & TYP RESTROOM
ELEVATIONS
A.7.3 ENLARGED PLANS & ADA PLUMBING
ELEMENTS
A.8.3 ENLARGED INTERIOR STAIRS
A.8.4 ENLARGED EXTERIOR STAIRS
A.8.5 STAIR DETAILS
A.9.1 INTERIOR ELEVATIONS
A.9.2 INTERIOR ELEVATIONS
A.10.1 INTERIOR WALL TYPES
A.10.2 EXTERIOR WALL TYPES
A.10.3 WALL SECTIONS
A.10.4 WALL SECTIONS
A.11.1 DRYVIT OUTSULATION DETAILS
A.11.2 DRYVIT OUTSULATION DETAILS
A.11.3 DRYVIT OUTSULATION DETAILS
A.12.1 DETAILS
5 STRUCTURAL
S1.0 GENERAL STRUCTURAL NOTES
S1.1 GENERAL STRUCTURAL NOTES
S1.2 GENERAL STRUCTURAL NOTES
S1.3 GENERAL STRUCTURAL NOTES LEGENDS
S1.4 TYPICAL DETAILS
S1.5 TYPICAL DETAILS
S1.6 TYPICAL DETAILS
S1.7 TYPICAL DETAILS
OPP. OPPOSITE
PL. PLATE
PLAM. PLASTIC LAMINATE
PLYWD. PLYWOOD
Q.T. QUARRY TILE
R.D. ROOF DRAIN
R.O. ROUGH OPENING
REF. REFERENCE
REFGR. REFRIGERATOR
REIN. REINFORCED
REQ'D REQUIRED
RS. ROUGHT SAWN
SCHED. SCHEDULE
SHT. SHEET
SIM. SIMILAR
SPEC. SPECIFICATION
SS. STAINLESS STEEL
STD. STANDARD
T/ TOP OF
TEL. TELEPHONE
THK. THICK
TYP. TYPICAL
UNO. UNLESS NOTED
OTHERWISE
VERT. VERTICAL
VIF. VERIFY IN FIELD
W.W.F. WIRE WELDED FABRIC
W/ WITH
WD. WOOD
WP. WATERPROOF
FFE. FINISH FLOOR
ELEVATION
FIN. FINISH
FLASH. FLASHING
FLR. FLOOR
FTG. FOOTING
GA. GAUGE
GALV. GALVANIZED
GL. GLASS
GWB GYPSUM WALL BOARD
H.M. HOLLOW METAL
HDCP. HANDICAPPED
HDWR. HARDWARE
HORIZ. HORIZONTAL
HT. HEIGHT
INSUL. INSULATION
INT INTERIOR
JAN. JANITOR
LAV. LAVATORY
M.O. MASONRY OPENING
MAX. MAXIMUM
MECH. MECHANICAL
MIN. MINIMUM
MTL. METAL, MATERIAL
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
O.C. ON CENTER
OPN'G OPENING
A.F.F ABOVE FINISH FLOOR
ALUM ALUMINUM
B/ BOTTOM OF
BD. BOARD
BLK. BLOCK
BM. BEAM
C.M.U. CONCRETE MASONRY
UNIT
CAB. CABINET
CER. CERAMIC
CL. CENTER LINE
CLR. CLEAR
COL. COLUMN
CONC. CONCRETE
CONST. CONSTRUCTION
CONT. CONTINUOUS
D.W. DISHWASHER
DN. DOWN
DWG. DRAWING
EA. EACH
ELEV. ELEVATION
EQ. EQUAL
EXIST. EXISTING
EXP.JT. EXPANSION JOINT
EXT. EXTERIOR
F.D. FLOOR DRAIN
FDN. FOUNDATION
ABBREVIATIONS
CONSULTANTS:
PH MECHANICAL ENGINEERING
335 NORTH WILMOT SUITE 460
TUCSON, AZ 85711
520.731.2060
BALDA ELECTRICAL CONSULTING
9626 EAST VICKS PLACE
TUCSON, AZ 85748
520.886.3131
GRENIER ENGINEERING
6300 E EL DORADO PLAZA SUITE A120
TUCSON, AZ 85715
520.326.7082
DEFERRED SUBMITTAL(S):
1. SEE CIVIL / STRUCTURAL FOR ALL SPECIAL INSPECTION
REQUIREMENTS
2. FIRE SPRINKLERS
LOCATION MAP 1" = 800'
PROJECT LOCATION
E WRIGHTSTOWN RD
N
HARRISON
RD
N
HARRISON
RD
E SPEEDWAY BLVD
CAMPUS MAP 1" = 100'
DESERT CHRISTIAN ELEMENTARY SCHOOL
NOT FOR CONSTRUCTION

2. W D
225 ALLOW
111 ACTUAL
225 ALLOW
112 ACTUAL
HALLWAY WIDTH (1005.3.2)
222 X .2 = 45"
45" / 12 = 3.75'
MIN CORRIDOR WIDTH (1018.2)
E OCCUPANCY >100 PERSONS = 72"
4'-11"
SHOWN
STAIRWAY WIDTH (1005.3.1)
113 X .3 = 33.9"
33.9 / 12 = 2.83'
CLASSROOM
2359 SF
008
BASEMENT OCCUPANCY: 224
PERSONS
CLASSROOM
1072 SF
009
MUSIC
993 SF
003
STAIRWELL
295 SF
001
STAIRWELL
209 SF
014
STAIRWAY WIDTH (1005.3.1)
113 X .3 = 33.9"
33.9 / 12 = 2.83'
95' MAX TRAVEL DISTANCE
91' MAX TRAVEL DISTANCE
54 PERSONS
50 PERSONS
118 PERSONS
222 PERSONS
90" SHOWN
7
2
"
1 HR FIRE RATED ( HOWEVER, NOT REQUIRED BY CODE)
1 HR FIRE RATED ( HOWEVER, NOT REQUIRED BY CODE)
225 ALLOW
25 ACTUAL
450 ALLOW
25 ACTUAL
450 ALLOW
60 ACTUAL
450 ALLOW
60 ACTUAL
225 ALLOW
27 ACTUAL
225 ALLOW
26 ACTUAL
72" MIN
225 ALLOW
66 ACTUAL
450 ALLOW
66 ACTUAL
HALLWAY WIDTH (1005.3.2)
132 X .2 = 27"
27" / 12 = 2.25'
MIN CORRIDOR WIDTH (1018.2)
E OCCUPANCY >100 PERSONS = 72"
F.F.E. OCCUPANCY:
225 PERSONS
4/5 CLASSROOM
1150 SF
119
4/5 CLASSROOM
1196 SF
103
3/4 CLASSROOM
964 SF
115
3/4 CLASSROOM
973 SF
111
58 PERSONS
48 PERSONS
60 PERSONS
49 PERSONS
225 ALLOW
29 ACTUAL
225 ALLOW
30 ACTUAL
225 ALLOW
24 ACTUAL
225 ALLOW
24 ACTUAL
225 ALLOW
29 ACTUAL 225 ALLOW
24 ACTUAL
225 ALLOW
30 ACTUAL
225 ALLOW
25 ACTUAL
89' MAX TRAVEL DISTANCE
132
PERSONS
225 ALLOW
111 ACTUAL
225 ALLOW
112 ACTUAL
73" SHOWN
72" MIN
225 ALLOW
71 ACTUAL
450 ALLOW
71 ACTUAL
HALLWAY WIDTH (1005.3.2)
141 X .2 = 28.2"
28.2" / 12 = 2.35'
MIN CORRIDOR WIDTH (1018.2)
E OCCUPANCY >100 PERSONS = 72"
STAIRWAY WIDTH (1005.3.1)
71 X .3 = 21.3"
37.8 / 12 = 1.78'
FOOD PREP
154 SF
210
OFFICE
108 SF
215
SPANISH
904 SF
211
CONFERENCE
553 SF
207
LIBRARY
903 SF
209
ART
944 SF
208
LEVEL 2 OCCUPANCY:
147 PERSONS
47 PERSONS
45 PERSONS
45 PERSONS
6 PERSONS
1 PERSON
2 PERSONS
1
0
4
'
M
A
X
T
R
A
V
E
L
D
I
S
T
9
6
'
M
A
X
T
R
A
V
E
L
D
I
S
T
147
PERSONS
225 ALLOW
6 ACTUAL
225 ALLOW
43 ACTUAL
225 ALLOW
45 ACTUAL
225 ALLOW
44 ACTUAL
54
PERSONS
HALLWAY WIDTH (1005.3.2)
51 X .2 = 11"
11" / 12 = .92'
MIN CORRIDOR WIDTH (1018.2)
E OCCUPANCY < 100 PERSONS = 44"
98" SHOWN
44" MIN
85" SHOWN
44" MIN
75" SHOWN
72" MIN
75" SHOWN
72" MIN
2
6
'
-
8
"
JANITOR
70 SF
201
1 PERSON
1. OCCUPANCY GROUP (PER IBC CHAP 3):
A. E- EDUCATIONAL GROUP
2. TYPE OF CONSTRUCTION (PER IBC CHAP 5) V-B
A. AUTOMATIC SPRINKLERS: YES
B. BUILDING HEIGHT (PER 503)
• ALLOWABLE 40' (+20' FOR SPRINKLERS PER 504.2) =
60' TOTAL ALLOWABLE
• ACTUAL: 29'-6"
C. BUILDING STORIES (PER 503)
• ALLOWABLE: 1 (+1 FOR SPRINKLERS PER 504.2)= 2
TOTAL ALLOWABLE
• ACTUAL: 2 + BASEMENT (506.4.1)
D. BUILDING AREA PER STORY (PER 503)
1. ALLOWABLE PER STORY:
• 9,500 (+++ FOR SPRINKLERS & FRONTAGE
PER 506)
2. ACTUAL: (SEE BUILDING GROSS SQUARE FOOTAGE
TABLE)
3. OCCUPANT LOADS
(SEE TABLE)
4. EGRESS
A. AUTOMATIC SPRINKLERS: YES
B. EMERGENCY VOICE / ALARM COMMUNICATION SYSTEM: YES
C. SIZING (1005)
a. STAIR WIDTH: .3 PER OCCUPANT OR 48" MIN CLEAR
WIDTH (1007.3.1)
b. OTHER EGRESS: .2 PER OCCUPANT
c. MINIMUM CORRIDOR WIDTH OCC>100 (1018.2) 72"
d. MINIMUM CORRIDOR WIDTH OCC<100 (1018.2) 44"
D. TRAVEL DISTANCE
a. COMMON PATH (1014.3) 75'
b. EXIT ACCESS TRAVEL DISTANCE (1016.2) 250'
E. 1 EXIT SPACES- MAX OCCUPANTS ALLOWED (1015.1): E= 49
PERSONS
F. DEAD END CORRIDORS:
a. 50' MAX FOR E OCCUPANCY WITH AUTOMATIC
SPRINKLER SYSTEM (1018.4.2)
5. PARKING REQUIREMENTS:
A. ALL PARKING AND L.S. PER DEVELOPMENT PLAN
6. PLUMBING REQUIREMENTS (IBC 2901.1)
• SEE OCCUPANT LOAD TABLE
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
G.2
CODE REVIEW &
EGRESS PLANS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 1" = 10'-0"
BASEMENT EGRESS PLAN
1 SCALE: 1" = 10'-0"
F.F.E. EGRESS PLAN
2 SCALE: 1" = 10'-0"
LEVEL 2 EGRESS PLAN
3
SCALE: 1/4" = 1'-0"
CODE REVIEW OCCUPANT LOADS
LEVEL
ROOM
NUMBER NAME AREA OCCUPANY
OCCUPANT
LOAD FACTOR
OCCUPANT
LOAD
WATER CLOSET
LOAD FACTOR
REQUIRED
WATER
CLOSETS
LAVATORY LOAD
FACTOR
REQUIRED
LAVATORIES
DRINKING FOUNTAIN
LOAD FACTOR
REQUIRED DRINKING
FOUNTAINS
BASEMENT 013 CLOSET 42 SF STORAGE 300 SF 0 100 0 100 0 1000 0
BASEMENT 016 CLOSET 90 SF STORAGE 300 SF 0 100 0 100 0 1000 0
BASEMENT 005 CLOSET 76 SF STORAGE 300 SF 0 100 0 100 0 1000 0
BASEMENT 004 CLOSET 76 SF STORAGE 300 SF 0 100 0 100 0 1000 0
BASEMENT 006 CLOSET 287 SF STORAGE 300 SF 1 100 0 100 0 1000 0
BASEMENT 010 CLOSET 160 SF STORAGE 300 SF 1 100 0 100 0 1000 0
BASEMENT 003 MUSIC 993 SF EDUCATIONAL 20 SF 50 50 1 50 1 100 0
BASEMENT 009 CLASSROOM 1072 SF EDUCATIONAL 20 SF 54 50 1 100 1 100 1
BASEMENT 008 CLASSROOM 2359 SF EDUCATIONAL 20 SF 118 50 2 50 2 100 1
BASEMENT: 9 224 4 4 2
F.F.E. 120 CLOSET 129 SF STORAGE 300 SF 0 100 0 100 0 1000 0
F.F.E. 116 CLOSET 56 SF STORAGE 300 SF 0 100 0 100 0 1000 0
F.F.E. 104 CLOSET 55 SF STORAGE 300 SF 0 100 0 100 0 1000 0
F.F.E. 107 CLOSET 115 SF STORAGE 300 SF 0 100 0 100 0 1000 0
F.F.E. 112 CLOSET 63 SF STORAGE 300 SF 0 100 0 100 0 1000 0
F.F.E. 113 CLOSET 115 SF STORAGE 300 SF 0 100 0 100 0 1000 0
F.F.E. 110 OFFICE 76 SF BUSINESS 100 SF 1 50 0 80 0 100 0
F.F.E. 101 OFFICE 160 SF BUSINESS 100 SF 2 50 0 80 0 100 0
F.F.E. 100 LOBBY 274 SF BUSINESS 100 SF 3 50 0 80 0 100 0
F.F.E. 108 BREAK ROOM 409 SF BUSINESS 100 SF 4 50 0 80 0 100 0
F.F.E. 115 3/4 CLASSROOM 964 SF EDUCATIONAL 20 SF 48 50 1 50 1 100 0
F.F.E. 111 3/4 CLASSROOM 973 SF EDUCATIONAL 20 SF 49 50 1 50 1 100 0
F.F.E. 119 4/5 CLASSROOM 1150 SF EDUCATIONAL 20 SF 58 50 1 50 1 100 1
F.F.E. 103 4/5 CLASSROOM 1196 SF EDUCATIONAL 20 SF 60 50 1 50 1 100 1
F.F.E.: 14 225 4 4 2
LEVEL 2 201 JANITOR 70 SF STORAGE 300 SF 0 100 0 100 0 1000 0
LEVEL 2 212 CLOSET 98 SF STORAGE 300 SF 0 100 0 100 0 1000 0
LEVEL 2 213 CLOSET 100 SF STORAGE 300 SF 0 100 0 100 0 1000 0
LEVEL 2 214 CLOSET 38 SF STORAGE 300 SF 0 100 0 100 0 1000 0
LEVEL 2 216 CLOSET 82 SF STORAGE 300 SF 0 100 0 100 0 1000 0
LEVEL 2 217 CLOSET 57 SF STORAGE 300 SF 0 100 0 100 0 1000 0
LEVEL 2 215 OFFICE 108 SF BUSINESS 100 SF 1 50 0 80 0 100 0
LEVEL 2 210 FOOD PREP 154 SF BUSINESS 100 SF 2 50 0 80 0 100 0
LEVEL 2 207 CONFERENCE 553 SF BUSINESS 100 SF 6 50 0 80 0 100 0
LEVEL 2 209 LIBRARY 903 SF EDUCATIONAL 20 SF 45 50 1 50 1 100 0
LEVEL 2 211 SPANISH 904 SF EDUCATIONAL 20 SF 45 50 1 50 1 100 0
LEVEL 2 208 ART 944 SF EDUCATIONAL 20 SF 47 50 1 50 1 100 0
LEVEL 2: 12 147 3 3 1
596 12 11 6
BUILDING GROSS SQUARE FOOTAGE
LEVEL AREA
BASEMENT 8061 SF
F.F.E. 8120 SF
LEVEL 2 5829 SF
22010 SF
+1 FOR FIRST 25 OF B
13 TOTAL REQUIRED
16 ADULT PROVIDED
03 CHILD PROVIDED
06 URINALS PROVIDED
+1 FOR FIRST 40 OF B
12 TOTAL REQUIRED
18 LAVATORIES PROVIDED
(DOES NOT INCLUDE OTHER SINKS)
6 TOTAL REQUIRED
6 PROVIDED
NOT FOR CONSTRUCTION

3. UP
UP
DEVELOPMENT PACKAGE
PDSD APPROVAL
Site/Dev Plan SCZ
Tentative Plat FRZ
Grading HDZ
SWPPP WASH
FUP Other
DVPKG MGR Date
Zoning Date
Engineering Date
H/C Site Date
Fire Date
Landscape Date
PL/ME Date
Revision # per letter in SIRE
UCSON
T
ITY OF
C
COT ADMINISTRATIVE ADDRESS:
9415 E. WRIGHTSTOWN RD.
TUCSON, AZ 85715
GRENIER
ENGINEERING, INC.
6300 E. El Dorado Plaza, Suite A120, Tucson, AZ 85715
Phone: 520.326.7082 ~ Fax: 520.326.7508
of 11
DESERT CHRISTIAN SCHOOLS
A PORTION OF SECTION 3, T14S, R15E,
G&SRM, PIMA COUNTY, AZ
DEVELOPMENT PACKAGE FOR
DP18-XXXX
REF NO'S.: T08CM01161, C9-84-32,
T08SA00290, T08BU00699,
T11CM00542, DP15-0071
C1.0
1
COVER SHEET
DEVELOPMENT PACKAGE FOR
DESERT CHRISTIAN SCHOOLS
9415 E. WRIGHTSTOWN RD., TUCSON AZ 85715
·
·
NOT FOR CONSTRUCTION

4. DEVELOPMENT PACKAGE
PDSD APPROVAL
Site/Dev Plan SCZ
Tentative Plat FRZ
Grading HDZ
SWPPP WASH
FUP Other
DVPKG MGR Date
Zoning Date
Engineering Date
H/C Site Date
Fire Date
Landscape Date
PL/ME Date
Revision # per letter in SIRE
UCSON
T
ITY OF
C
COT ADMINISTRATIVE ADDRESS:
9415 E. WRIGHTSTOWN RD.
TUCSON, AZ 85715
GRENIER
ENGINEERING, INC.
6300 E. El Dorado Plaza, Suite A120, Tucson, AZ 85715
Phone: 520.326.7082 ~ Fax: 520.326.7508
of 11
DESERT CHRISTIAN SCHOOLS
A PORTION OF SECTION 3, T14S, R15E,
G&SRM, PIMA COUNTY, AZ
DEVELOPMENT PACKAGE FOR
DP18-XXXX
REF NO'S.: T08CM01161, C9-84-32,
T08SA00290, T08BU00699,
T11CM00542, DP15-0071
C1.1
2
NOTES & LEGEND
NOT FOR CONSTRUCTION

5. UP
UP
DEVELOPMENT PACKAGE
PDSD APPROVAL
Site/Dev Plan SCZ
Tentative Plat FRZ
Grading HDZ
SWPPP WASH
FUP Other
DVPKG MGR Date
Zoning Date
Engineering Date
H/C Site Date
Fire Date
Landscape Date
PL/ME Date
Revision # per letter in SIRE
UCSON
T
ITY OF
C
COT ADMINISTRATIVE ADDRESS:
9415 E. WRIGHTSTOWN RD.
TUCSON, AZ 85715
GRENIER
ENGINEERING, INC.
6300 E. El Dorado Plaza, Suite A120, Tucson, AZ 85715
Phone: 520.326.7082 ~ Fax: 520.326.7508
of 11
DESERT CHRISTIAN SCHOOLS
A PORTION OF SECTION 3, T14S, R15E,
G&SRM, PIMA COUNTY, AZ
DEVELOPMENT PACKAGE FOR
DP18-XXXX
REF NO'S.: T08CM01161, C9-84-32,
T08SA00290, T08BU00699,
T11CM00542, DP15-0071
C2.0
3
OVERALL SITE PLAN
KEYNOTES KEYNOTES - CONTINUED
NOT FOR CONSTRUCTION

6. DEVELOPMENT PACKAGE
PDSD APPROVAL
Site/Dev Plan SCZ
Tentative Plat FRZ
Grading HDZ
SWPPP WASH
FUP Other
DVPKG MGR Date
Zoning Date
Engineering Date
H/C Site Date
Fire Date
Landscape Date
PL/ME Date
Revision # per letter in SIRE
UCSON
T
ITY OF
C
COT ADMINISTRATIVE ADDRESS:
9415 E. WRIGHTSTOWN RD.
TUCSON, AZ 85715
GRENIER
ENGINEERING, INC.
6300 E. El Dorado Plaza, Suite A120, Tucson, AZ 85715
Phone: 520.326.7082 ~ Fax: 520.326.7508
of 11
DESERT CHRISTIAN SCHOOLS
A PORTION OF SECTION 3, T14S, R15E,
G&SRM, PIMA COUNTY, AZ
DEVELOPMENT PACKAGE FOR
DP18-XXXX
REF NO'S.: T08CM01161, C9-84-32,
T08SA00290, T08BU00699,
T11CM00542, DP15-0071
C3.0
4
DEMOLITION PLAN
KEYNOTES
NOT FOR CONSTRUCTION

7. UP
UP
3
2
DEVELOPMENT PACKAGE
PDSD APPROVAL
Site/Dev Plan SCZ
Tentative Plat FRZ
Grading HDZ
SWPPP WASH
FUP Other
DVPKG MGR Date
Zoning Date
Engineering Date
H/C Site Date
Fire Date
Landscape Date
PL/ME Date
Revision # per letter in SIRE
UCSON
T
ITY OF
C
COT ADMINISTRATIVE ADDRESS:
9415 E. WRIGHTSTOWN RD.
TUCSON, AZ 85715
GRENIER
ENGINEERING, INC.
6300 E. El Dorado Plaza, Suite A120, Tucson, AZ 85715
Phone: 520.326.7082 ~ Fax: 520.326.7508
of 11
DESERT CHRISTIAN SCHOOLS
A PORTION OF SECTION 3, T14S, R15E,
G&SRM, PIMA COUNTY, AZ
DEVELOPMENT PACKAGE FOR
DP18-XXXX
REF NO'S.: T08CM01161, C9-84-32,
T08SA00290, T08BU00699,
T11CM00542, DP15-0071
C4.0
5
SITE / GRADING PLAN
KEYNOTES - CONTINUED
KEYNOTES
NOT FOR CONSTRUCTION

8. UP
UP
DEVELOPMENT PACKAGE
PDSD APPROVAL
Site/Dev Plan SCZ
Tentative Plat FRZ
Grading HDZ
SWPPP WASH
FUP Other
DVPKG MGR Date
Zoning Date
Engineering Date
H/C Site Date
Fire Date
Landscape Date
PL/ME Date
Revision # per letter in SIRE
UCSON
T
ITY OF
C
COT ADMINISTRATIVE ADDRESS:
9415 E. WRIGHTSTOWN RD.
TUCSON, AZ 85715
GRENIER
ENGINEERING, INC.
6300 E. El Dorado Plaza, Suite A120, Tucson, AZ 85715
Phone: 520.326.7082 ~ Fax: 520.326.7508
of 11
DESERT CHRISTIAN SCHOOLS
A PORTION OF SECTION 3, T14S, R15E,
G&SRM, PIMA COUNTY, AZ
DEVELOPMENT PACKAGE FOR
DP18-XXXX
REF NO'S.: T08CM01161, C9-84-32,
T08SA00290, T08BU00699,
T11CM00542, DP15-0071
C5.0
6
PRIVATE UTILITY PLAN
UTILITY KEYNOTES WATER KEYNOTES
SANITARY SEWER KEYNOTES
NOT FOR CONSTRUCTION

9. DEVELOPMENT PACKAGE
PDSD APPROVAL
Site/Dev Plan SCZ
Tentative Plat FRZ
Grading HDZ
SWPPP WASH
FUP Other
DVPKG MGR Date
Zoning Date
Engineering Date
H/C Site Date
Fire Date
Landscape Date
PL/ME Date
Revision # per letter in SIRE
UCSON
T
ITY OF
C
COT ADMINISTRATIVE ADDRESS:
9415 E. WRIGHTSTOWN RD.
TUCSON, AZ 85715
GRENIER
ENGINEERING, INC.
6300 E. El Dorado Plaza, Suite A120, Tucson, AZ 85715
Phone: 520.326.7082 ~ Fax: 520.326.7508
of 11
DESERT CHRISTIAN SCHOOLS
A PORTION OF SECTION 3, T14S, R15E,
G&SRM, PIMA COUNTY, AZ
DEVELOPMENT PACKAGE FOR
DP18-XXXX
REF NO'S.: T08CM01161, C9-84-32,
T08SA00290, T08BU00699,
T11CM00542, DP15-0071
C6.0
7
DETAILS
SANITARY SEWER CONNECTION
1 SECTION
2 SECTION
3
DOWNSPOUT TO SCUPPER CONNECTION
4
NOT FOR CONSTRUCTION

10. UP
UP
DEVELOPMENT PACKAGE
PDSD APPROVAL
Site/Dev Plan SCZ
Tentative Plat FRZ
Grading HDZ
SWPPP WASH
FUP Other
DVPKG MGR Date
Zoning Date
Engineering Date
H/C Site Date
Fire Date
Landscape Date
PL/ME Date
Revision # per letter in SIRE
UCSON
T
ITY OF
C
COT ADMINISTRATIVE ADDRESS:
9415 E. WRIGHTSTOWN RD.
TUCSON, AZ 85715
GRENIER
ENGINEERING, INC.
6300 E. El Dorado Plaza, Suite A120, Tucson, AZ 85715
Phone: 520.326.7082 ~ Fax: 520.326.7508
of 11
DESERT CHRISTIAN SCHOOLS
A PORTION OF SECTION 3, T14S, R15E,
G&SRM, PIMA COUNTY, AZ
DEVELOPMENT PACKAGE FOR
DP18-XXXX
REF NO'S.: T08CM01161, C9-84-32,
T08SA00290, T08BU00699,
T11CM00542, DP15-0071
C7.0
8
HORIZONTAL CONTROL PLAN
NOT FOR CONSTRUCTION

11. NOT FOR CONSTRUCTION

12. NOT FOR CONSTRUCTION

13. NOT FOR CONSTRUCTION

14. A
M
1 11
B
9
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
3'-10"
V.I.F.
79'-6"
V.I.F.
6'-4"
V.I.F.
6'
-
5"
V.I.F.
70'-3"
V.I.F.
8'-4"
V.I.F.
9' - 6" V.I.F. 66'-2" V.I.F. 9' - 3" V.I.F.
11'-7" V.I.F. 64'-0" V.I.F. 9'-4" V.I.F.
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
1
'
-
0
"
1
2
2
1
14' - 3" V.I.F. 14' - 5" V.I.F.
V.I.F.
9'
-
5"
V.I.F.
0'
-
8"
V.I.F.
11'
-
1"
V.I.F.
1'
-
6"
V.I.F.
18' - 1"
V.I.F.
16' - 6"
A
M
1 11
12
14
O
P
B
9
11'-6"
V.I.F.
67'-6"
V.I.F.
7'
-
3"
V.I.F.
5' - 5 1/2" 50' - 9 1/2" 10' - 7 3/4"
7'-2"
V.I.F.
66'-2"
V.I.F.
14'-8"
V.I.F.
36'-3" V.I.F. 39'-6" V.I.F. 12' - 0" V.I.F.
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
12' - 0"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
1
2
2
2
V.I.F.
10' - 6"
V.I.F.
20'
-
9"
V.I.F.
33'
-
9"
V.I.F.
23' - 0"
V.I.F.
11' - 6"
V.I.F.
37'
-
5"
V.I.F.
10'
-
6"
A
M
1
11
12
14
O
P
B
9
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
1
2
'
-
0
"
2'-8"
V.I.F.
39'-9"
V.I.F.
12'-7"
V.I.F.
10'-7" V.I.F. 79'-5" V.I.F. 15'-11" V.I.F.
9'-9" V.I.F. 92'-8" V.I.F. 3'-7" V.I.F.
2'-10"
V.I.F.
39'-9"
V.I.F.
12'
-
5"
V.I.F.
1: 48 MAX 1: 48 MAX
V.I.F.
26' - 6"
V.I.F.
18' - 5"
V.I.F.
1' - 7"
V.I.F.
18' - 2"
V.I.F.
1'
-
3"
V.I.F.
8'
-
3"
1
1
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.0.1
CONCRETE CONTROL
JOINTS & FLOOR
DRAINS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 1/8" = 1'-0"
BASEMENT CONTROL JOINTS & FLOOR DRAINS
1
SCALE: 1/8" = 1'-0"
FLOOR PLAN CONTROL JOINTS & FLOOR DRAINS
2
SCALE:
1/8"
=
1'-0"
LEVEL
2
CONTROL
JOINTS
&
FLOOR
DRAINS
3
KEYNOTES
1 SLOPE TO FLOOR DRAIN. 1:48 SLOPE MAX TO MEET ADA REQUIREMENTS- SEE
PLUMBING FOR DRAIN INFORMATION
2 CONTROL JOINT. TYP- SEE STRUCTURAL
NOT FOR CONSTRUCTION

15. UP
UP
CLASSROOM
2359 SF
008
HALLWAY
976 SF
002
CLASSROOM
1072 SF
009
MENS
158 SF
012
CLOSET
42 SF
013
STAIRWELL
209 SF
014
STAIRWELL
295 SF
001
MUSIC
993 SF
003
D005
D001
D015
D016
3
A.8.3
6
A.8.3
ELECT ROOM
113 SF
007
DUCTLESS
EXHAUST
EJECT
41 SF
017
CLOSET
43 SF
018
CLOSET
90 SF
016
D009
D010
CLOSET
287 SF
006
D017 CLOSET
160 SF
010
WOMENS
170 SF
011
D002
D019
D011 D012
D018
D007
D020
D021
1
2
3
3
4
4
A.9.1
1
A
M
1 11
88' - 0"
92'
-
8"
A.7.1
2
A.7.1
1
W.H.
25 SF
015
A.9.1
3
A.9.1 2
CLOSET
76 SF
005
CLOSET
76 SF
004
D008
D006
D014
D013
D003
4'
-
8"
12'
-
11"
9'
-
11"
5'
-
11"
17'
-
0"
5'
-
2"
9'
-
4"
21'
-
0"
6'
-
9"
8' - 8" 7' - 0" 15' - 0" 4' - 6" 4' - 3" 4' - 3" 8' - 1" 3' - 4" 2' - 4" 12' - 9" 2' - 0" 15' - 10"
MINIMUM
6' CLEAR
6' - 10" 3' - 2" 33' - 9" 8' - 0" 3' - 4" 32' - 11"
5
6
6
6
1
5
1
5
7
7
8
SHOWN
7' - 5 1/4"
B
88'
-
0"
4'
-
8"
9
6
5
1
1
A.8.3
5
A.8.3
2
9
64' - 8" 23' - 4"
6.1
1.2
1.2
4.3
4.2
1.2
4.3
4.3
6.1
6.1
1.1
1.1
1.2
1.1
6.1
1.2
1.1
1.2
1.2
1.1
1.2
1.1
1.1
1.2
1.1
1.1
1.1
1.1 1.1
1.1
1.2
10
1.2
1.1
1.2
1.1
1.1
2
A.5.2
11
11
12
13
10'
-
0"
9'
-
4"
8'
-
3"
15'
-
0"
9'
-
2"
17'
-
3"
10'
-
3"
6'
-
8"
6'
-
9"
4.3
1.2
6.1
6.1
6.1
6.1
6.1
3.1
3.1
3.1
14
14
14
14
14
14
14
14
14
14
2
A.5.1
1
A.5.1
1
A.5.2
1
A.5.3
2
A.5.3
3
A.10.3
2
A.10.3
1
A.10.3
15
16
2
A.10.4
6.1
1
'
-
4
"
V
.
I
.
F
.
5
'
-
0
"
4
'
-
0
"
17
17
2
A.5.4
1
A.5.4
D143
18
18
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.1.1
BASEMENT FLOOR
PLAN
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 3/16" = 1'-0"
BASEMENT
1
KEYNOTES
1 P-LAM COUNTER- SEE INTERIOR ELEVATIONS. FINISH PER OWNER.
2 DEEP PIT FOR EJECTOR AND SUMP PUMP- SEE PLUMBING, ELECTRICAL, AND
FOUNDATION PLAN
3 ADA TOILET. PROVIDE BLOCKING PER MANUFACTURER IF REQ.
4 BABCOCK-DAVIS RECESSED VISION FIRE EXTINGUISHER CABINET BFC-71 (OR
APPROVED EQUAL)- FINISH PER OWNER @ 48" A.F.F. MAX TO CENTERLINE OF
DOOR PULL
5 BASE AND UPPER CABINETRY. PROVIDE NECESSARY WALL BLOCKING PER
MANUFACTURER- SEE INTERIOR ELEVATIONS. FINISH PER OWNER
6 2 BASIN SINK- SEE PLUMBING
7 TOILET. PROVIDE BLOCKING PER MANUFACTURER IF REQ- SEE PLUMBING
8 URINAL. PROVIDE BLOCKING PER MANUFACTURER- SEE PLUMBING
9 STRUCTURAL HEADER FOR 2 FUTURE 7' TALL DOORS- SEE STRUCTURAL
10 HOT WATER HEATER- SEE PLUMBING AND ELECTRICAL
11 COUNTER MOUNTED LAVATORIES. PROVIDE BLOCKING PER MANUFACTURER.
COUNTER FINISH PER OWNER- SEE PLUMBING
12 FUTURE NON LOAD BARING PARTITION LOCATION
13 NEW FIRE RATED ELEVATOR SHAFT- SEE WALL TYPE
14 PROVIDE WOOD BACKING FOR SHELVING- FINAL LOCATION PER OWNER
15 OPENING IN ELEVATOR SHAFT FOR DOOR ACCESS. 8" LARGER AT TOP AND
EACH SIDE THAN ELEVATOR DOOR.-SEE ELEVATOR SHOPS
16 SUMP PUMP FOR ELEVATOR PIT- SEE PLUMBING, ELECTRICAL, AND
FOUNDATION PLAN
17 SLOPE FLOOR TO FLOOR DRAIN- SEE ARCHITECTURAL CONCRETE CONTROL
JOINTS AND PLUMBING
18 SIGN IN 1" LETTERS TO READ: THIS DOOR TO REMAIN UNLOCKED WHEN
OCCUPIED- PER IBC 1008.1.8.3
GENERAL INTERIOR NOTES
1. SOUND BATT IN ALL INTERIOR PARTITIONS EXCLUDING CLOSETS.
2. ALL TILED SURFACES SHALL HAVE TILE BACKER BOARD
3. ALL PLUMBING WALLS TO HAVE GREEN BOARD
4. CONTRACTOR TO LOOK OVER ALL MANUFACTURERS' DOCUMENTS PRIOR TO
DRYWALL INSTALL TO ENSURE REQUIRED BLOCKING HAS BEEN INSTALLED
5. ALL CEILING AND WALL GWB TO BE 5/8". SEE WALL TYPES FOR LOCATION OF
TYPE X. CONTRACTOR TO VERIFY AND MATCH FINISHING TECHNIQUE OF
EXISTING CAMPUS.
6. ALL GWB INTERIOR SURFACES SHALL RECEIVE (1) PRIMER COAT OF PAINT AND
(1) FINISHED COAT OF PAINT MIN. PAINT TO BE NO VOC BLEND, SHERWIN
WILLIAMS OR APPROVED EQUAL. FINAL COLORS O BE APPROVED BY OWNER
PRIOR TO COMMENCEMENT OF WORK.
7. ALL FINAL FLOORING MATERIALD TO BE APPROVED BY OWNER- COORDINATE
SPECIFIC INSTALLATION REQ. PRIOR TO CONSTRUCTION AND FINAL
INSTALLMENT
8. ALL SPLLIANCES PER OWNER- CONTRACTOR RO COORDINATE INSTALLATIONS
AND ADEQUATE UTILITY SERVICES
NOT FOR CONSTRUCTION

16. DN
UP
UP
DN
W D
UP
A.4.2 2
STAIRWELL
149 SF
105
CLOSET
55 SF
104
4/5 CLASSROOM
1196 SF
103
WC
215 SF
106
CLOSET
129 SF
120
STAIRWELL
105 SF
121
HALLWAY
744 SF
102
3/4 CLASSROOM
973 SF
111
CLOSET
56 SF
116
WC
74 SF
118
D101
D117
D103
D125
D122 D120
D124
3
A.8.3
6
A.8.3
A.7.1
4
A.7.1
6
A.9.1
A.9.1
6
FIRE / FDC
44 SF
117
1
D119
D105
4/5 CLASSROOM
1150 SF
119
OFFICE
76 SF
110
3/4 CLASSROOM
964 SF
115
D121
D123
D126
8
A.9.1
7
A.9.1
5
A.9.1
2
2
3
4 5
6
7
8
8
8
9
9
A
M
1 11
12
14
O
P
88' - 0"
92'
-
8"
A.7.1
5
10
BREAK ROOM
409 SF
108
CLOSET
115 SF
107
OFFICE
160 SF
101
CLOSET
63 SF
112
88' - 0"
3
3
3
LOBBY
274 SF
100
11
12
13
13
4
9
11
12
WC
243 SF
114 CLOSET
115 SF
113
D112
D115
D113
D114
5
5
5
5
14
15
15
16
6
7
14
17
11
18 12
W.C.
55 SF
109
D106 D108
D130
D133
D127
D128
D102
D111
D104
D118
D110
D116
D109
D129
4
4'
-
8"
7'
-
8"
5'
-
3"
26'
-
8"
11'
-
4"
14'
-
10"
5'
-
11"
16'
-
4"
B
11' - 6" 7' - 4" 15' - 11" 4' - 7" 7' - 5" 6' - 6" 23' - 5" 11' - 4"
CLEARANCE
6' MIN
25' - 0" 18' - 2" 18' - 4" 4' - 6" 22' - 0"
10'
-
0"
6'
-
4"
5'
-
11"
15'
-
10"
8'
-
5"
5'
-
4"
7'
-
2"
26'
-
11"
6'
-
9"
1
2
0
.
0
0
°
100.00°
1
5
5
.
0
0
°
1
5
5
.
0
0
°
17
0.
00
°
17
0.
00
°
25.00°
22' - 9" 12' - 6" 3' - 6" 8' - 10" 7' - 0" 5' - 0" 19' - 9" 3' - 6" 5' - 2"
53' - 11" 10' - 9" 2' - 0" 7' - 6" 13' - 10"
A.8.3
4
A.8.3
1
A.8.4
2
A.8.4
5
9
18
18 11 12
18
19
19
20
20
21
21 20
21
20
21
4.1 4.1
4.1
4.1
1.3
1.2
4.1
4.1
4.1
4.1
4.3
1.2
4.2
7.1
1.1
2
A.5.2
D107
22
7.2
7.2
7.2 7.2
7.2
7.2
7.1
7.1
7.1
28'
-
1"
14'
-
11"
3'
-
0"
3'
-
0"
CHASE
CHASE
1.2
1.1
1.2
1.1
1.2
4.2
1.3
1.2
4.2
4.2
1.1 1.2
5.1
5.1
2.0
7.1
23
23
23
23
23
23
23
23
A.9.1 10
2
A.5.1
1
A.5.1
1
A.5.2
1
A.5.3
2
A.5.3
1.4
3
A.10.3
2
A.10.3
1
A.10.3
24
4.2 1.2
1.2
1.2
1.2
24'
-
0"
24'
-
0"
24'
-
0"
2
A.10.4
3
A.8.4
4.2
4.2
1.2
4.3
4.3
1.1
1.2
1.1
1.2
1.2
1.4
1.4
4.2
3.1
3.1
3.1
V
.
I
.
F
.
1
'
-
4
"
V
.
I
.
F
.
5
'
-
0
"
V
.
I
.
F
.
4
'
-
0
"
8
2.0
7' - 4"
25
26
26
2
A.5.4
1
A.5.4
24' - 0" 24' - 0" 19' - 6" 16' - 6"
1.1 1.1
1.2
-
12
27
27
16
16
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.1.2
LEVEL 1 FLOOR PLAN
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 3/16" = 1'-0"
FLOOR PLAN
1
KEYNOTES
1 OCCUPANCY SIGNAGE- PROVIDE 8"X8" WALL MOUNTED SIGN TO READ:
OCCUPANCY= 596 PERSONS
2 URINAL. PROVIDE BLOCKING PER MANUFACTURER- SEE PLUMBING
3 LAVATORY. PROVIDE BLOCKING PER MANUFACTURER IF REQ- SEE PLUMBING
4 ADA TOILET. PROVIDE BLOCKING PER MANUFACTURER IF REQ.
5 CHILD HEIGHT LAVATORY. PROVIDE BLOCKING PER MANUFACTURER IF REQ- SEE
PLUMBING
6 7' TALL LINEN CABINET. PROVIDE BLOCKING PER MANUFACTURER- SEE INTERIOR
ELEVATIONS AND DETAIL
7 KOALA KB200 WALL MOUNTED BAB CHANGING TABLE (OR APPROVED EQUAL)
PROVIDE WALL BLOCKING PER MANUFACTURER
8 ABUTT INTERIOR WINDOWS TO CREATE STOREFRONT- SEE WINDOW SCHEDULE
9 BABCOCK-DAVIS RECESSED VISION FIRE EXTINGUISHER CABINET BFC-71 (OR
APPROVED EQUAL)- FINISH PER OWNER @ 48" A.F.F. MAX TO CENTERLINE OF
DOOR PULL
10 BASE CABINETRY WITH P-LAM COUNTER- SEE INTERIOR ELEVATIONS
11 2 BASIN SINK- SEE PLUMBING
12 P-LAM COUNTER- SEE INTERIOR ELEVATIONS. FINISH PER OWNER.
13 TOILET. PROVIDE BLOCKING PER MANUFACTURER IF REQ- SEE PLUMBING
14 CHILD HEIGHT TOILET. PROVIDE BLOCKING PER MANUFACTURER IF REQ.- SEE
PLUMBING
15 CHILD HEIGHT URINAL. PROVIDE BLOCKING PER MANUFACTURER
16 REFRIGERATOR- SEE PLUMBING AND ELECTRICAL
17 CHILD HEIGHT ADA TOILET. PROVIDE BLOCKING PER MANUFACTURER IF REQ-
SEE PLUMBING
18 BASE AND UPPER CABINETRY. PROVIDE NECESSARY WALL BLOCKING PER
MANUFACTURER- SEE INTERIOR ELEVATIONS. FINISH PER OWNER
19 2 BASIN SINK WITH GARGAGE DISPOSAL- SEE PLUMBING AND ELECTRICAL
20 WALL MOUNTED WATER COOLER. PROVIDE BLOCKING PER MANUFACTURER.
FINAL INSTALL HEIGHT PER OWNER- SEE PLUMBING
21 WALL MOUNTED HAND WASHING. FINAL INSTALL HEIGHT PER OWNER- SEE
PLUMBING
22 BALLISTIC RATED DOORS AND WALLS- SEE WALL TYPES
23 PROVIDE WOOD BACKING FOR SHELVING- FINAL LOCATION PER OWNER
24 OPENING IN ELEVATOR SHAFT FOR DOOR ACCESS. 8" LARGER AT TOP AND EACH
SIDE THAN ELEVATOR DOOR.-SEE ELEVATOR SHOPS
25 THROUGH WALL EXPANSION JOINT- SEE DRYVIT DETAIL
26 SLOPE FLOOR TO FLOOR DRAIN- SEE ARCHITECTURAL CONCRETE CONTROL
JOINTS AND PLUMBING
27 SIGN IN 1" LETTERS TO READ: THIS DOOR TO REMAIN UNLOCKED WHEN
OCCUPIED- PER IBC 1008.1.8.3
NOT FOR CONSTRUCTION

17. DN
DN
DN
A.4.2
A.4.1
1
2
JANITOR
70 SF
201
HALLWAY
928 SF
203
WOMENS
152 SF
204
MENS
150 SF
205
CONFERENCE
553 SF
207
ART
944 SF
208
LIBRARY
903 SF
209
D201
D217
D202
3
A.8.3
A.7.3
1
1
D125
D105
D211
2
3
3
4
A.9.2
11
12
FOOD PREP
154 SF
210
A
M
1
11
12 14
O
P
SPANISH
904 SF
211
CLEARANCE
6' MIN
106'
-
0"
55' - 0"
CLOSET
98 SF
212
CLOSET
100 SF
213
CLOSET
38 SF
214
OFFICE
108 SF
215
CLOSET
82 SF
216
5
D126
D218
D215
D206
D207
D204
D214
D216
D203
D213
D210
D209
D208
D205
B
33' - 10"
4' - 10"
6' - 8"
6'-3" SHOWN
14'
-
0"
9'
-
6"
17'
-
7"
18'
-
9"
1'
-
0"
19'
-
0"
5'
-
0"
6'
-
6"
14'
-
8"
W200
W210
W212
W214 W213
W202
W203
W204
W206
W211
W209
W208
W207
D212
CLOSET
57 SF
217
A.4.3
2
5'-8"
SHOWN
23'
-
7"
5'
-
8"
4'
-
10"
22'
-
8"
8'
-
2"
41'
-
1"
8'-2" SHOWN
A.1.3
2
A.8.4
1
9
2
A.5.2
A.9.2 6
6
6
6
6
7
1
6'-3' SHOWN
CHASE
CHASE
8.3
8.3
8.1
8.1
8.1
8.1
8.1
8.1
7.1
7.1
7.1
7.1
A.9.2 3
A.9.2 1
A.9.2
8
CLEARANCE
6' MIN
8
8
8
8
8
8
8
10
9
2
4
5
7
W205
77'
-
0"
5'
-
4"
23'
-
8"
2
A.5.1
1
A.5.1
1
A.5.2
1
A.5.3
2
A.5.3
2
A.10.3
1
A.10.3
9
8.2
5' MIN
5'
MIN
4.1
1.1
1.1
1.1
4.1
3.1
3.1 3.1
1.1
1.2
1.1
1.1
1.1
1.1
1.1
4.2
4.2
4.2
1.1
7.1
1.1
2
A.10.4
3
A.8.4
4.2
4.2
4.2
1'
-
4"
V.I.F.
5'
-
0"
4'
-
0"
11
11
11 11
12
2
A.5.4
1
A.5.4
12
5
5
13
14
A.4.1
2
M
1
12 14
P
JANITOR
70 SF
201
D201
5'
-
0
1/2"
33' - 10"
9' - 10"
4' - 9"
6' - 7"
55' - 0"
A.8.4
4
2
A.5.2
2
A.5.1
1
A.5.1
1
A.5.2
2
A.5.3
1
A.10.3
10
10
10
10
10
10
2
A.10.4
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.1.3
LEVEL 2 FLOOR PLAN
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 3/16" = 1'-0"
LEVEL 2
1
KEYNOTES
1 SIGN IN 1" LETTERS TO READ: THIS DOOR TO REMAIN UNLOCKED WHEN OCCUPIED- PER IBC 1008.1.8.3
2 ADA HIGH / LOW DRINKING FOUNTAIN- ELKAY WATER COOLER (OR APPROVED EQUAL)- SEE PLUMBING
3 ADA TOILET. PROVIDE BLOCKING PER MANUFACTURER IF REQ.
4 JANITOR'S SINK- SEE PLUMBING
5 TOILET. PROVIDE BLOCKING PER MANUFACTURER IF REQ- SEE PLUMBING
6 2 BASIN SINK- SEE PLUMBING
7 2 BASIN SINK WITH GARGAGE DISPOSAL- SEE PLUMBING AND ELECTRICAL
8 PROVIDE WOOD BACKING FOR SHELVING- FINAL LOCATION PER OWNER
9 OPENING IN ELEVATOR SHAFT FOR DOOR ACCESS. 8" LARGER AT TOP AND EACH SIDE THAN ELEVATOR
DOOR.-SEE ELEVATOR SHOPS
10 PERFORATED GRATE PANEL. SIZE TO DIMENSIONS OF SUPPORTING STRUCTURAL BEAMS. CAN BE
REMOVED TO REPLACE / REPAIR ROOFING- SEE STRUCTURAL
11 THROUGH WALL EXPANSION JOINT- SEE DRYVIT DETAIL
12 SLOPE FLOOR TO FLOOR DRAIN- SEE ARCHITECTURAL CONCRETE CONTROL JOINTS AND PLUMBING
13 URINAL. PROVIDE BLOCKING PER MANUFACTURER- SEE PLUMBING
14 REFRIGERATOR- SEE PLUMBING AND ELECTRICAL
SCALE: 3/16" = 1'-0"
LEVEL 2 STAIRS
2
NOT FOR CONSTRUCTION

18. EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.2.1
ROOM FINISH
SCHEDULE
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
ROOM SCHEDULE
LEVEL NUMBER ROOM NAME AREA
FLOOR
FINISH BASE WALL CEILING PAINT REMARKS
BASEMENT
BASEMENT 001 STAIRWELL 295 SF SC RB TYPE X GWB 5/8" TYPE X GWB PT
BASEMENT 002 HALLWAY 976 SF SC RB GWB 5/8" GWB PT
BASEMENT 003 MUSIC 993 SF CPT RB GWB ACT PT SOUND BAFFEL WALLS
BASEMENT 004 CLOSET 76 SF VCT GWB ACT PT
BASEMENT 005 CLOSET 76 SF VCT GWB ACT PT
BASEMENT 006 CLOSET 287 SF VCT GWB ACT PT
BASEMENT 007 ELECT ROOM 113 SF SC TYPE X GWB 5/8" TYPE X GWB PT 2 HOUR FIRE RATING
BASEMENT 008 CLASSROOM 2359 SF VCT RB GWB 5/8" GWB PT
BASEMENT 009 CLASSROOM 1072 SF VCT RB GWB 5/8" GWB PT
BASEMENT 010 CLOSET 160 SF VCT GWB 5/8" GWB PT
BASEMENT 011 WOMENS 170 SF CT CT GREEN BOARD & 60" WAINSCOTTING 5/8" GWB PT
BASEMENT 012 MENS 158 SF CT CT GREEN BOARD & 60" WAINSCOTTING 5/8" GWB PT
BASEMENT 013 CLOSET 42 SF SC GWB 5/8" GWB PT
BASEMENT 014 STAIRWELL 209 SF SC RB TYPE X GWB 5/8" GWB PT
BASEMENT 015 W.H. 25 SF SC GWB 5/8" GWB PT
BASEMENT 016 CLOSET 90 SF VCT GWB ACT PT
BASEMENT 017 EJECT 41 SF SC GREEN BOARD GREEN BOARD
BASEMENT 018 CLOSET 43 SF VCT GWB 5/8" GWB PT
BASEMENT: 18 7187 SF
F.F.E.
F.F.E. 100 LOBBY 274 SF WVP RB GWB ACT WITH 5/8" GWB SOFFITS PT SEE RCP FOR SOFFIT DESIGN AND LOCATION
F.F.E. 101 OFFICE 160 SF CPT RB GWB ACT PT
F.F.E. 102 HALLWAY 744 SF WVP RB GWB NONE- OPEN TO METAL DECK PT
F.F.E. 103 4/5 CLASSROOM 1196 SF WVP RB GWB ACT PT GREEN BOARD BEHIND PLUMBING FIXTURES TYP.
F.F.E. 104 CLOSET 55 SF VCT GWB ACT PT
F.F.E. 105 STAIRWELL 149 SF SC RB TYPE X GWB 5/8" GWB PT
F.F.E. 106 WC 215 SF SVN SVN GREEN BOARD & 60" WAINSCOTTING 5/8" GWB PT
F.F.E. 107 CLOSET 115 SF VCT GWB ACT PT
F.F.E. 108 BREAK ROOM 409 SF VCT RB GREEN BOARD ACT PT
F.F.E. 109 W.C. 55 SF CT CT GREEN BOARD & 60" WAINSCOTTING 5/8" GWB PT
F.F.E. 110 OFFICE 76 SF CPT RB GWB ACT PT
F.F.E. 111 3/4 CLASSROOM 973 SF WVP RB GWB ACT PT
F.F.E. 112 CLOSET 63 SF VCT GWB ACT PT
F.F.E. 113 CLOSET 115 SF VCT GWB ACT PT
F.F.E. 114 WC 243 SF SVN SVN GREEN BOARD & 60" WAINSCOTTING 5/8" GWB PT
F.F.E. 115 3/4 CLASSROOM 964 SF WVP RB GWB ACT PT
F.F.E. 116 CLOSET 56 SF VCT GWB ACT PT
F.F.E. 117 FIRE / FDC 44 SF SC GREEN BOARD GREEN BOARD
F.F.E. 118 WC 74 SF CT CT GREEN BOARD & 60" WAINSCOTTING 5/8" GWB PT
F.F.E. 119 4/5 CLASSROOM 1150 SF WVP RB GWB ACT PT
F.F.E. 120 CLOSET 129 SF VCT GWB ACT PT
F.F.E. 121 STAIRWELL 105 SF SC RB TYPE X GWB 5/8" GWB PT
F.F.E.: 22 7364 SF
LEVEL 2
LEVEL 2 201 JANITOR 70 SF VCT GREEN BOARD 5/8" GWB PT
LEVEL 2 203 HALLWAY 928 SF VCT RB GWB ACT PT
LEVEL 2 204 WOMENS 152 SF CT CT GREEN BOARD & 60" WAINSCOTTING 5/8" GWB PT
LEVEL 2 205 MENS 150 SF CT CT GREEN BOARD & 60" WAINSCOTTING 5/8" GWB PT
LEVEL 2 207 CONFERENCE 553 SF WVP RB GWB NONE- OPEN TO METAL DECK PT
LEVEL 2 208 ART 944 SF VCT RB GREEN BOARD SCRUBBABLE ACT PT
LEVEL 2 209 LIBRARY 903 SF VCT RB GWB ACT PT
LEVEL 2 210 FOOD PREP 154 SF VCT RB GREEN BOARD ACT PT
LEVEL 2 211 SPANISH 904 SF VCT RB GWB ACT PT
LEVEL 2 212 CLOSET 98 SF VCT GWB ACT PT
LEVEL 2 213 CLOSET 100 SF VCT GWB ACT PT
LEVEL 2 214 CLOSET 38 SF VCT GWB 5/8" GWB PT
LEVEL 2 215 OFFICE 108 SF CPT RB GWB ACT PT
LEVEL 2 216 CLOSET 82 SF VCT GWB ACT PT
LEVEL 2 217 CLOSET 57 SF VCT GWB ACT PT
LEVEL 2: 15 5241 SF
GRAND TOTAL: 55 19792 SF
ROOM FINISH ABBREVIATIONS:
ACT ACOUSTIC CEILING TILE
CPT CARPET TILE
GWB GYPSUM WALL BOARD
PT PAINT
SC SEALED CONCRETE
WVP WOOD VINYL PLANK
VCT VINYL COMPOSITE TILE
RB RUBBER BASE
CT CERAMIC TILE
FINISH NOTES:
1. ALL WET WALLS RO HAVE WATER RESISTANT GREEN BOARD OR
EQUIVALENT.
2. ALL SEALED CONCRETE TO HAVE ADA COMPLIANT SLIP RESISTANT
FINISH- COORD W FINISHING
NOT FOR CONSTRUCTION

19. F.F.E.
LEVEL
F.F.E.
LEVEL
2'
-
0"
5'
-
0"
2' - 0" 4' - 0"
2'
-
0"
OR
7'-0"
5'
-
0"
2'
-
0"
2'
-
0"
2' - 0"
3'
-
0"
6'
-
0"
28' - 0"
6'
-
0"
2'
-
6"
A B C D
E
0' - 0"
F.F.E.
7'
-
0"
3' - 0"
7'
-
0"
3' - 0"
7'
-
0"
6' - 0"
0'
-
10"
T T
A B C
0' - 0"
F.F.E.
D E
7'
-
0"
6' - 0" 2' - 6"
7'
-
0"
F G
7'
-
0"
3' - 0" 6' - 0"
7'
-
0"
F.F.E.
LEVEL
3'
-
0"
4'
-
0"
3' - 0"
F
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.2.2
DOOR & WINDOW
SCHEDULE
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
DOOR SCHEDULE
NUMBER
SIZE
ELEV SWING DOOR MATERIAL / FINISH FRAME MATERIAL / FINISH REMARKS
WIDTH HEIGHT
D001 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT 2 HR FIRE RATING?
D002 36" 84" F L WOOD / STAIN HOLLOW METAL / PAINT
D003 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT
D005 72" 84" G - WOOD / STAIN HOLLOW METAL / PAINT DOUBLE DOOR
D006 36" 84" B L WOOD / STAIN HOLLOW METAL / PAINT 2 HR FIRE RATING?
D007 72" 84" G - WOOD / STAIN HOLLOW METAL / PAINT DOUBLE DOOR
D008 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT
D009 36" 84" B L WOOD / STAIN HOLLOW METAL / PAINT 2 HR FIRE RATING?
D010 30" 84" E LR WOOD / STAIN HOLLOW METAL / PAINT
D011 30" 84" E LR WOOD / STAIN HOLLOW METAL / PAINT UTILITY DOOR
D012 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT
D013 72" 84" G - WOOD / STAIN HOLLOW METAL / PAINT DOUBLE DOOR
D014 30" 84" E WOOD / STAIN HOLLOW METAL / PAINT UTILITY DOOR
D015 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT 2 HR FIRE RATING?
D016 30" 84" E L WOOD / STAIN HOLLOW METAL / PAINT 2 HR FIRE RATING?
D017 36" 84" B L WOOD / STAIN HOLLOW METAL / PAINT
D018 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT
D019 36" 84" F L WOOD / STAIN HOLLOW METAL / PAINT
D020 36" 84" F R WOOD / STAIN HOLLOW METAL / PAINT
D021 72" 84" D - WOOD / STAIN HOLLOW METAL / PAINT DOUBLE DOOR
D101 72" 84" C - HOLLOW METAL / PAINT HOLLOW METAL / PAINT DOUBLE DOOR BALLISTIC RATED GLASS
D102 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT BALLISTIC RATED
D103 36" 84" A L HOLLOW METAL / PAINT HOLLOW METAL / PAINT NO GENERAL ACCESS FROM EXTERIOR
D104 36" 84" B L WOOD / STAIN HOLLOW METAL / PAINT
D105 36" 84" B R HOLLOW METAL / PAINT HOLLOW METAL / PAINT NO GENERAL ACCESS FROM EXTERIOR
D106 36" 84" F R WOOD / STAIN HOLLOW METAL / PAINT
D107 72" 84" C - GLASS / HOLLOW METAL / PAINT HOLLOW METAL / PAINT DOUBLE DOOR BALLISTIC RATED GLASS
D108 36" 84" F L WOOD / STAIN HOLLOW METAL / PAINT
D109 72" 84" D - WOOD / STAIN HOLLOW METAL / PAINT DOUBLE DOOR
D110 72" 84" D - WOOD / STAIN HOLLOW METAL / PAINT DOUBLE DOOR
D111 36" 84" A R HOLLOW METAL / PAINT HOLLOW METAL / PAINT NO GENERAL ACCESS FROM EXTERIOR
D112 36" 84" B L WOOD / STAIN HOLLOW METAL / PAINT
D113 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT
D114 36" 84" B L WOOD / STAIN HOLLOW METAL / PAINT
D115 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT NO GENERAL ACCESS FROM EXTERIOR
D116 36" 84" A R HOLLOW METAL / PAINT HOLLOW METAL / PAINT
D117 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT
D118 36" 84" B LR HOLLOW METAL / PAINT HOLLOW METAL / PAINT
D119 36" 84" F RR HOLLOW METAL / PAINT HOLLOW METAL / PAINT
D120 36" 84" F R HOLLOW METAL / PAINT HOLLOW METAL / PAINT
D121 36" 84" F R WOOD / STAIN HOLLOW METAL / PAINT
D122 36" 84" A L HOLLOW METAL / PAINT HOLLOW METAL / PAINT
D123 36" 84" F L WOOD / STAIN HOLLOW METAL / PAINT
D124 36" 84" B L WOOD / STAIN HOLLOW METAL / PAINT
D125 36" 84" B L HOLLOW METAL / PAINT HOLLOW METAL / PAINT NO GENERAL ACCESS FROM EXTERIOR
D126 36" 84" A L HOLLOW METAL / PAINT HOLLOW METAL / PAINT NO GENERAL ACCESS FROM EXTERIOR
D127 36" 84" A R WOOD / STAIN HOLLOW METAL / PAINT
D128 36" 84" F R WOOD / STAIN HOLLOW METAL / PAINT
D129 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT
D130 36" 84" B L WOOD / STAIN HOLLOW METAL / PAINT
D133 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT
D140 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT
D141 36" 84" B L WOOD / STAIN HOLLOW METAL / PAINT
D143 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT
D201 72" 84" C - HOLLOW METAL / PAINT HOLLOW METAL / PAINT DOUBLE DOOR
D202 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT
D203 36" 84" F L WOOD / STAIN HOLLOW METAL / PAINT
D204 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT
D205 36" 84" B - WOOD / STAIN HOLLOW METAL / PAINT POCKET
D206 36" 84" F R WOOD / STAIN HOLLOW METAL / PAINT
D207 36" 84" B L WOOD / STAIN HOLLOW METAL / PAINT
D208 36" 84" B - WOOD / STAIN HOLLOW METAL / PAINT POCKET
D209 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT
D210 36" 84" F L WOOD / STAIN HOLLOW METAL / PAINT
D211 36" 84" F L WOOD / STAIN HOLLOW METAL / PAINT
D212 36" 84" B L WOOD / STAIN HOLLOW METAL / PAINT
D213 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT
D214 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT
D215 36" 84" B R HOLLOW METAL / PAINT HOLLOW METAL / PAINT
D216 36" 84" B RR WOOD / STAIN HOLLOW METAL / PAINT
D217 36" 84" B L WOOD / STAIN HOLLOW METAL / PAINT
D218 36" 84" B R WOOD / STAIN HOLLOW METAL / PAINT
WINDOW SCHEDULE
NUMBER LEVEL DESCRIPTION ROUGH WIDTH
ROUGH
HEIGHT
SILL HEIGHT
(A.F.F) FRAME MATERIAL U-VALUE SHGC ELEV REMARKS
W100 F.F.E. FIXED 2' - 0" 5' - 0" 2' - 0" ALUMINUM CLAD .65 .35 A
W101 F.F.E. AWNING 4' - 0" 2' - 0" 5' - 0" ALUMINUM CLAD .65 .35 B
W102 F.F.E. FIXED 2' - 0" 2' - 0" 2' - 0" ALUMINUM CLAD .65 .35 C
W103 F.F.E. FIXED 2' - 0" 2' - 0" 2' - 0" ALUMINUM CLAD .65 .35 C
W104 F.F.E. AWNING 4' - 0" 2' - 0" 5' - 0" ALUMINUM CLAD .65 .35 B
W105 F.F.E. FIXED 2' - 0" 5' - 0" 2' - 0" ALUMINUM CLAD .65 .35 A
W106 F.F.E. FIXED 2' - 0" 5' - 0" 2' - 0" ALUMINUM CLAD .65 .35 A
W107 F.F.E. AWNING 4' - 0" 2' - 0" 5' - 0" ALUMINUM CLAD .65 .35 B
W108 F.F.E. FIXED 2' - 0" 2' - 0" 2' - 0" ALUMINUM CLAD .65 .35 C
W109 F.F.E. FIXED 2' - 0" 2' - 0" 2' - 0" ALUMINUM CLAD .65 .35 C
W110 F.F.E. AWNING 4' - 0" 2' - 0" 5' - 0" ALUMINUM CLAD .65 .35 B
W111 F.F.E. FIXED 2' - 0" 5' - 0" 2' - 0" ALUMINUM CLAD .65 .35 A
W112 F.F.E. FIXED 2' - 0" 5' - 0" 2' - 0" ALUMINUM CLAD .65 .35 A TEMPERED
W113 F.F.E. AWNING 4' - 0" 2' - 0" 5' - 0" ALUMINUM CLAD .65 .35 B
W114 F.F.E. FIXED 2' - 0" 2' - 0" 2' - 0" ALUMINUM CLAD .65 .35 C
W115 F.F.E. FIXED 2' - 0" 2' - 0" 2' - 0" ALUMINUM CLAD .65 .35 C
W116 F.F.E. AWNING 4' - 0" 2' - 0" 5' - 0" ALUMINUM CLAD .65 .35 B
W117 F.F.E. FIXED 2' - 0" 5' - 0" 2' - 0" ALUMINUM CLAD .65 .35 A
W118 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W119 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W120 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W121 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W122 F.F.E. FIXED 2' - 0" 2' - 0" 2' - 0" ALUMINUM CLAD .65 .35 C
W123 F.F.E. FIXED 2' - 0" 5' - 0" 2' - 0" ALUMINUM CLAD .65 .35 A
W124 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W125 F.F.E. FIXED 2' - 0" 2' - 0" 2' - 0" ALUMINUM CLAD .65 .35 C
W126 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W127 F.F.E. AWNING 4' - 0" 2' - 0" 5' - 0" ALUMINUM CLAD .65 .35 B
W128 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W129 F.F.E. FIXED 2' - 0" 5' - 0" 2' - 0" ALUMINUM CLAD .65 .35 A
W130 F.F.E. FIXED 2' - 0" 5' - 0" 2' - 0" ALUMINUM CLAD .65 .35 A
W131 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W132 F.F.E. FIXED 2' - 0" 5' - 0" 2' - 0" ALUMINUM CLAD .65 .35 A
W133 F.F.E. FIXED 2' - 0" 5' - 0" 2' - 0" ALUMINUM CLAD .65 .35 A
W134 F.F.E. AWNING 4' - 0" 2' - 0" 5' - 0" ALUMINUM CLAD .65 .35 B
W135 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W136 F.F.E. FIXED 2' - 0" 5' - 0" 2' - 0" ALUMINUM CLAD .65 .35 A TEMPERED
W137 F.F.E. FIXED 2' - 0" 5' - 0" 2' - 0" ALUMINUM CLAD .65 .35 A
W138 F.F.E. FIXED 2' - 0" 5' - 0" 2' - 0" ALUMINUM CLAD .65 .35 A
W139 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W140 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W141 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W142 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W143 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W144 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W145 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W146 F.F.E. FIXED 3' - 0" 4' - 0" 3' - 0" ALUMINUM F INTERIOR WINDOW
W200 LEVEL 2 FIXED 2' - 0" 6' - 0" 3' - 0" ALUMINUM CLAD .65 .35 D
W201 LEVEL 2 AWNING 4' - 0" 2' - 0" 7' - 0" ALUMINUM CLAD .65 .35 B
W202 LEVEL 2 FIXED 2' - 0" 6' - 0" 3' - 0" ALUMINUM CLAD .65 .35 D
W203 LEVEL 2 FIXED 2' - 0" 6' - 0" 3' - 0" ALUMINUM CLAD .65 .35 D
W204 LEVEL 2 FIXED 2' - 0" 6' - 0" 3' - 0" ALUMINUM CLAD .65 .35 D
W205 LEVEL 2 FIXED 2' - 0" 6' - 0" 3' - 0" ALUMINUM CLAD .65 .35 D
W206 LEVEL 2 FIXED 2' - 0" 6' - 0" 3' - 0" ALUMINUM CLAD .65 .35 D
W207 LEVEL 2 FIXED 2' - 0" 6' - 0" 3' - 0" ALUMINUM CLAD .65 .35 D
W208 LEVEL 2 FIXED 2' - 0" 6' - 0" 3' - 0" ALUMINUM CLAD .65 .35 D
W209 LEVEL 2 FIXED 2' - 0" 6' - 0" 3' - 0" ALUMINUM CLAD .65 .35 D
W210 LEVEL 2 FIXED 2' - 0" 6' - 0" 3' - 0" ALUMINUM CLAD .65 .35 D
W211 LEVEL 2 FIXED 2' - 0" 6' - 0" 3' - 0" ALUMINUM CLAD .65 .35 D
W212 LEVEL 2 FIXED 28' - 0" 6' - 0" 3' - 0" ALUMINUM CLAD .65 .35 E
W213 LEVEL 2 FIXED 2' - 0" 6' - 0" 3' - 0" ALUMINUM CLAD .65 .35 D
W214 LEVEL 2 FIXED 2' - 0" 6' - 0" 3' - 0" ALUMINUM CLAD .65 .35 D
W215 LEVEL 2 FIXED 2' - 0" 6' - 0" 3' - 0" ALUMINUM CLAD .65 .35 D
W216 LEVEL 2 AWNING 4' - 0" 2' - 0" 7' - 0" ALUMINUM CLAD .65 .35 B
GRAND TOTAL: 64
DOOR NOTES
1 SEE SPECIFICATIONS FOR ALL
REQUIREMENTS INCLUDING HARDWARE
2 CONTRACTOR TO COORDIANTE ALL
DOOR FRAME SIZES AND THICKNESS
WITH EXISTING WALL TYPE PRIOR TO
PURCHASE
3 ALL GLAZING IN DOORS TO BE
TEMPERED PER IBC
4 CONTRACTOR TO COORDINATE REUSE
OF EXISTING DOORS PER CONDITION
SCALE: 1/4" = 1'-0"
EXT WINDOW ELEVATIONS
SCALE: 1/4" = 1'-0"
DOOR ELEVATIONS
SCALE: 1/4" = 1'-0"
INT WINDOW ELEVATIONS
*SEE EXTERIOR ELEVATIONS FOR WINDOW LOCATIONS / TAGS
L- LEFT
R- RIGHT
RR- RIGHT REVERSE
LR- LEFT REVERSE
* SEE HARDWARE MANUAL
* SEE FLOOR PLAN FOR DOOR LOCATIONS / TAGS
NOT FOR CONSTRUCTION

20. 3
A.8.3
CLASSROOM
2359 SF
008
HALLWAY
976 SF
002
MUSIC
993 SF
003
CLASSROOM
1072 SF
009
MENS
158 SF
012
CLOSET
42 SF
013
STAIRWELL
209 SF
014
STAIRWELL
295 SF
001
6
A.8.3
EJECT
41 SF
017
CLOSET
43 SF
018
CLOSET
287 SF
006
CLOSET
160 SF
010
WOMENS
170 SF
011
A
M
1 11
12
14
O
P
CLOSET
90 SF
016
ELECT ROOM
113 SF
007
B
W.H.
25 SF
015
1
1
1
1
1
1
1
1
1
2
2
2
2
2
2
3
3
3
3 3
3 3
3
3
3
3
3
3
3
3
3
3
9
4
2
A.5.2
4
4
4
4
4
4
9' - 0"
9' - 0"
9' - 0"
8' - 0"
9' - 0"
9' - 0"
8' - 0"
8' - 0"
9' - 0"
8' - 0"
8' - 0"
8' - 0" 8' - 0" 8' - 0" 8' - 0"
8' - 0"
9' - 0"
9' - 0"
2
4
1
5
5
5
5
5
5
5 5 5
5 5 5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5
5 5
5
5
5
5
5 5
5
5
5
5
5
5
5
5
5
6
6
6
6
6
6
6
6
6
6
6
7
2
A.5.1
1
A.5.1
1
A.5.2
1
A.5.3
2
A.5.3
3
A.10.3
2
A.10.3
1
A.10.3
2
A.10.4
2
A.5.4
1
A.5.4
6" LED RECESSED CAN
LIGHT-SEE ELECTRICAL
2X4 RECESSED LED LIGHT FIXTURE-
SEE ELECTRICAL FOR TYPE
LED LINEAR DIRECT/INDIRECT WALL
SCONCE 8' A.F.F. -SEE ELECTRICAL
LED LINEAR DIRECT/ INDIRECT
PENDANT LIGHT. 9' A.F.F- SEE
ELECTRICAL
EXTERIOR FULLY SHIELDED LED WALL
SCONCE. 8' A.F.F. -SEE ELECTRICAL
ILLUMINATED EXIT SIGN- SEE
ELECTRICAL
NO CEILING. OPEN TO EXPOSED METAL
DECK ABOVE
5/8" GWB- RATING TO
CORRESPOND WITH
ENCLOSING WALLS
2X4 ACT
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.3.1
RCP LEGEND
BASEMENT RCP
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 3/16" = 1'-0"
BASEMENT RCP
1
KEYNOTES
1 2X4 ACT CEILING AND GRID
2 GWB CEILING. MATCH FIRE RATING IN ADJ WALLS IF
APPLICABLE
3 RECESSED LED CAN LIGHT- SEE ELECTRICAL
4 DIRECT/INDIRECT LINEAR LED SCONCE AT 8' A.F.F. SEE
LEGEND AND ELECTRICAL
5 2x4 RECESSED LED LIGHT FIXTURE- SEE ELECTRICAL
6 ILLUMINATED EXIT SIGN- SEE ELECTRICAL
7 MECHANICAL CHASE ABOVE
SCALE: 1/4" = 1'-0"
RCP LEGEND
RCP GENERAL NOTES
1. PROVIDE WIRE GUARD PROTECTORS IN FRONT OF ALL WALL HUNG EXIT
SIGNS, EMERGENCY LIGHTS, AND FIRE SPRINKLERS AS REQUIRED
2. CONTRACTOR TO COORDINATE APPROVED SPINKLERS HEAD LAYOUT AND
LOCATION WITH FINAL LIGHTING AND MECHANICAL LAYOUT
3. LOCATION OF FIXTURES FOR REFERENCE ONLY- REFER TO ELECT FOR ALL
INFO
4. CONTACTOR TO FIELD VERIFY B/O VERTICAL DUCT SOFFITS W/
MECHANICAL PRIOR TO INSTALL
NOT FOR CONSTRUCTION

21. 3
A.8.3
4/5 CLASSROOM
1196 SF
103
WC
215 SF
106
CLOSET
129 SF
120
HALLWAY
744 SF
102
WC
74 SF
118
CLOSET
56 SF
116
LOBBY
274 SF
100
STAIRWELL
149 SF
105
CLOSET
55 SF
104
STAIRWELL
105 SF
121
6
A.8.3
FIRE / FDC
44 SF
117
3/4 CLASSROOM
964 SF
115
4/5 CLASSROOM
1150 SF
119
A
M
1 11
12
14
O
P
OFFICE
76 SF
110
W.C.
55 SF
109
BREAK ROOM
409 SF
108
CLOSET
115 SF
107
WC
243 SF
114
CLOSET
115 SF
113
3/4 CLASSROOM
973 SF
111
OFFICE
160 SF
101
B
9
1
1
1
2
2
2
2
3
3
2
2
3
2
3
2
1
1
1
1 1
1
1
1
1
1
1
1
1
1
1
1 1
2
4
5
5
5
5
3
2
2
6
6
6
6
7
7 3
1
3
6
6
8
8
8
8
8
8
8
2
A.5.2
9' - 0" 8' - 0"
10' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
11' - 7"
8' - 0"
9' - 0"
9' - 0"
8' - 0"
12' - 7"
10' - 0"
10' - 0"
8' - 0"
10' - 0"
10' - 0"
2
3
8' - 0"
9' - 0"
9
9
10
9
9
9
9
9
9
9
9
9
9
10' - 0"
10
1
1
1
11
11
11
11
11
11
11
11
11
11
11
11
12 12
12
12
2
A.5.1
1
A.5.1
1
A.5.2
1
A.5.3
2
A.5.3
3
A.10.3
2
A.10.3
1
A.10.3
2
A.10.4
3
A.8.4
4.2
13
13
13 13
14
14
14
14
A.3.2
2
Sim
2
A.5.4
1
A.5.4
A
11
12
14
O
B
9
2
A.5.1
1
A.5.1
1
A.5.2
2
A.5.3
2
A.10.3
3
A.8.4
CLOSET
129 SF
120
WC
74 SF
118
CLOSET
56 SF
116
FIRE / FDC
44 SF
117
2
2
6
8' - 0"
8' - 0"
9' - 0"
9
11
12 12
12
12
13
13
13 13
14
14
14
14
1
A.5.4
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.3.2
LEVEL 1 RCP
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 3/16" = 1'-0"
LEVEL 1 RCP
1
KEYNOTES
1 RECESSED LED CAN LIGHT- SEE ELECTRICAL
2 2X4 ACT CEILING AND GRID
3 GWB CEILING. MATCH FIRE RATING IN ADJ WALLS IF APPLICABLE
4 2x4 RECESSED LED LIGHT FIXTURE- SEE ELECTRICAL
5 EXPOSED METAL DECKING- SEE STRUCTURAL
6 DIRECT/INDIRECT LINEAR LED SCONCE AT 8' A.F.F. SEE LEGEND AND
ELECTRICAL
7 DIRECT/INDIRECT LINEAR LED PENDANT LIGHT AT 9' A.F.F. CENTER ON
EXPOSED STRUCTURAL BEAMS- SEE LEGEND AND ELECTRICAL
8 FULLY SHIELDED LED EXTERIOR WALL SCONCE AT 8' A.F.F. -SEE
LEGEND AND ELECTRICAL
9 LEVEL 2 FLOOR JOISTS- SEE STRUCTURAL
10 STRUCTURAL BEAM- SEE STRUCTURAL
11 ILLUMINATED EXIT SIGN- SEE ELECTRICAL
12 EXTERIOR GRADE RECESSED CAN LIGHT- SEE ELECTRICAL
13 VERTICAL WALL / SUSPENDED SOFFIT TRANSITION- SEE DRYVIT DETAIL
14 CONTINUE DRYVIT EXPANSION JOINT FROM ELEVATION TO UNDERSIDE
OF CANTILEVER
SCALE: 3/16" = 1'-0"
LEVEL 1 CANTILEVER RCP
2
NOT FOR CONSTRUCTION

22. CONFERENCE
553 SF
207
ART
944 SF
208
LIBRARY
903 SF
209
HALLWAY
928 SF
203
JANITOR
70 SF
201
WOMENS
152 SF
204
MENS
150 SF
205
FOOD PREP
154 SF
210
A
M
1
11
12 14
O
P
SPANISH
904 SF
211
OFFICE
108 SF
215
CLOSET
38 SF
214
HALLWAY
928 SF
203
B
9
1
1
1
2
2
1
1
1
1
3
3
3
1
OPEN
1
1
1
3
3
4
4
4
4
4
4
4
4
2
A.5.2
9' - 0"
9' - 0"
9' - 0"
10' - 0"
10' - 0"
10' - 0"
9' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
10' - 0"
9' - 0"
10' - 0"
5
6
6
7
7
7
7
7
7 7 7
7
7
7
7 7 7
7
7 7
7 7 7
7 7 7
7 7 7
7
7
7
7
7 7
8
8
8
8
8
8
9
9 9
9
9
7
7
7
7
7
8
2
A.5.1
1
A.5.1
1
A.5.2
1
A.5.3
2
A.5.3
3
A.10.3
2
A.10.3
1
A.10.3
A.3.3
2
Sim
2
A.10.4
3
A.8.4
10
10
10
10
10
10
2
A.5.4
1
A.5.4
M
1 12
P
2
A.5.2
1
A.5.1
1
A.5.2
2
A.5.3
1
A.10.3
4
9' - 0"
6
8
7
2
A.10.4
10
10
10
5
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.3.3
LEVEL 2 RCP
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 3/16" = 1'-0"
LEVEL 2 RCP
1
KEYNOTES
1 2X4 ACT CEILING AND GRID
2 GWB CEILING. MATCH FIRE RATING IN ADJ WALLS IF APPLICABLE
3 RECESSED LED CAN LIGHT- SEE ELECTRICAL
4 DIRECT/INDIRECT LINEAR LED SCONCE AT 8' A.F.F. SEE LEGEND AND
ELECTRICAL
5 EXPOSED METAL DECKING- SEE STRUCTURAL
6 EXTERIOR GRADE RECESSED CAN LIGHT- SEE ELECTRICAL
7 2x4 RECESSED LED LIGHT FIXTURE- SEE ELECTRICAL
8 ILLUMINATED EXIT SIGN- SEE ELECTRICAL
9 DIRECT/INDIRECT LINEAR LED PENDANT LIGHT AT 9' A.F.F. CENTER ON EXPOSED
STRUCTURAL BEAMS- SEE LEGEND AND ELECTRICAL
10 VERTICAL WALL / SUSPENDED SOFFIT TRANSITION- SEE DRYVIT DETAIL
SCALE: 3/16" = 1'-0"
LEVEL 2 STAIR RCP
2
NOT FOR CONSTRUCTION

23. F.F.E.
0' - 0"
LEVEL 2
13' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
D122
D120
1
11
D119
D118
13' - 10" 7' - 6" 6' - 9" 6' - 0"
6
A.8.4
9
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
2
A.5.1
2
A.5.4
1
A.5.4
4
6
2
8
4
5
F.F.E.
0' - 0"
LEVEL 2
13' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
D101
D103
1 11
22' - 9" 12' - 6" 3' - 6" 8' - 10" 7' - 0" 5' - 0" 19' - 9" 3' - 6"
W138
W137
W130 W132 W133 W136
6
A.8.4 9
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
2
A.5.1
1
1
2
2
3
1 1
EQ
EQ
2
EQ
EQ
2
EQ
EQ
EQ
EQ
4
4 4
2
A.5.4
1
A.5.4
13'
-
0"
V.I.F.
10'
-
7
3/4"
1
2
5
4
6
7 7 7 7
8
8
9
9
2
2
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.4.1
LEVEL 1 ELEVATIONS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 1/4" = 1'-0"
NORTH
1
SCALE: 1/4" = 1'-0"
SOUTH
2
ELEVATION GENERAL NOTES:
1. VERIFY ALL VERTICAL DIMENSIONS W /STRUCTURAL
2. ALERT ARCHITECT OF AN DISCREPANCIES PRIOR TO
EXECUTION OF WORK AND PURCHASE OF MATERIALS
3. ANY NEW SIGNAGE TO BE PERMITTED W CITY
SEPARATELY BY SELECTED PROVIDER
4. ALL EXTERIOR REVEALS AND JOINTS TO ALIGN W/
FINAL LOCATION OF EXT WINDOWS AND DOORS-
CONTRACTOR TO COORD
KEYNOTES
1 VERTICAL EXPANSION JOINT- SEE DETAIL
2 COLUMN- SEE STRUCTURAL
3 UNDER STAIR ENCLOSURE. PERFORATED METAL
WITH VINE VEGETATION- SEE LANDSCAPING
4 COLOR INTEGRATED DRYVIT OUTSULATION (EIFS)
SYSTEM OR APPROVED EQUAL- SEE PAINT PLAN
5 STAIR ASSEMBLY- SEE STRUCTURAL
6 ADA COMPLIANT SIDEWALK- SEE CIVIL
7 BEAM- SEE STRUCTURAL
8 TENSILE SHADE STRUCTURE TO COMPLY WITH
STRUCTURAL AND CALIFORNIA FLAME RETARDANT
FABRIC REQUIREMENTS. FINISH PER OWNER.
9 HARDLID SHADE STRUCTURE- SEE STRUCTURAL
AND WALL SECTIONS
NOT FOR CONSTRUCTION

24. F.F.E.
0' - 0"
LEVEL 2
13' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
3
A.8.3
6
A.8.3
A
M B
3' - 9" 13' - 10" 4' - 0" 1' - 0" 5' - 0" 1' - 0" 4' - 0" 19' - 10" 10' - 9" 4' - 0" 1' - 0" 5' - 0" 1' - 0" 4' - 0" 9' - 10"
D111 D116
W111
W109
W110
W106
W108
W107
W105
W103
W104
W100
W102
W101
2
A.5.2
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
3
A.10.3
1
A.10.3
16 3/4"
1
2
3
2
3
2
4
16 3/4"
3
A.8.4
EQ EQ EQ EQ
8
4 8
9
10 10 10
11
12
12
F.F.E.
0' - 0"
LEVEL 2
13' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
D125
3
A.8.3
6
A.8.3
A M
B
4' - 9" 3' - 8" 4' - 0" 1' - 0" 5' - 0" 1' - 0" 4' - 0" 5' - 0" 29' - 1" 4' - 8" 4' - 0" 1' - 0" 5' - 0" 1' - 0" 4' - 0" 15' - 6"
D105
D126
W112
W114
W113
D215
W117
W115
W116
W129
W122
W127
W123
W125
W134
2
A.5.2
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
3
A.10.3
1
A.10.3
EQ EQ EQ EQ EQ EQ
3
A.8.4
5
6
7
3
3
3
8
4
4
8
9
10
11
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.4.2
LEVEL 1 ELEVATIONS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 1/4" = 1'-0"
EAST
1
SCALE: 1/4" = 1'-0"
WEST
2
KEYNOTES
8 STAIR ASSEMBLY- SEE STRUCTURAL
9 ADA COMPLIANT SIDEWALK- SEE CIVIL
10 BEAM- SEE STRUCTURAL
11 HARDLID SHADE STRUCTURE- SEE STRUCTURAL AND WALL SECTIONS
12 TENSILE SHADE STRUCTURE TO COMPLY WITH STRUCTURAL AND
CALIFORNIA FLAME RETARDANT FABRIC REQUIREMENTS. FINISH PER
OWNER.
KEYNOTES
1 UNDER STAIR ENCLOSURE. PERFORATED METAL WITH VINE VEGETATION-
SEE LANDSCAPING
2 COLUMN- SEE STRUCTURAL
3 VERTICAL EXPANSION JOINT- SEE DETAIL
4 COLOR INTEGRATED DRYVIT OUTSULATION (EIFS) SYSTEM OR APPROVED
EQUAL- SEE PAINT PLAN
5 DOWNSPOUT TO PLANTER BELOW- SEE PLUMBING
6 DOWNSPOUT TO ROOF BELOW- SEE PLUMBING
7 HALF ROUND GUTTER- SEE PLUMBING
NOT FOR CONSTRUCTION

25. F.F.E.
0' - 0"
LEVEL 2
13' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
12 14
11' - 4" 29' - 6" 7' - 5" 6' - 9"
D201 W201 W216
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
1
A.5.1
1
A.5.2
2
A.5.3
EQ EQ
2
A.10.4
1
1 1
2
F.F.E.
0' - 0"
LEVEL 2
13' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
12
14
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
1
A.5.1
1
A.5.2
2
A.5.3
W212 W214
W213
2
A.10.4
EQ
EQ EQ
EQ
1
1
2
3' - 0"
18' - 8"
16' - 4"
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.4.3
LEVEL 2 ELEVATIONS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 1/4" = 1'-0"
LEVEL 2 SOUTH ELEVATION
1
SCALE: 1/4" = 1'-0"
LEVEL 2 NORTH ELEVATION
2
KEYNOTES
1 VERTICAL EXPANSION JOINT- SEE DETAIL
2 COLOR INTEGRATED DRYVIT OUTSULATION (EIFS)
SYSTEM OR APPROVED EQUAL- SEE PAINT PLAN
NOT FOR CONSTRUCTION

26. F.F.E.
0' - 0"
LEVEL 2
13' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
O P
80' - 0"
5' - 4"
20' - 8"
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
1
A.5.3
2
A.10.3
W215
D215
EQ
EQ EQ
EQ
1
1 1
1
2
2 2
F.F.E.
0' - 0"
LEVEL 2
13' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
O
P
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
1
A.5.3
2
A.10.3
W200 W210 W202 W203 W204 W206
W205 W207 W208 W209 W211
13' - 7" 5' - 4" 5' - 4" 10' - 4" 5' - 4" 5' - 4" 5' - 4" 15' - 7" 5' - 4" 5' - 4" 5' - 4" 23' - 10"
EQ EQ EQ EQ
1
1
1 1
2
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.4.4
LEVEL 2 ELEVATIONS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 1/4" = 1'-0"
LEVEL 2 WEST ELEVATION
2
SCALE: 1/4" = 1'-0"
LEVEL 2 EAST ELEVATION
1
KEYNOTES
1 VERTICAL EXPANSION JOINT- SEE DETAIL
2 COLOR INTEGRATED DRYVIT OUTSULATION (EIFS)
SYSTEM OR APPROVED EQUAL- SEE PAINT PLAN
NOT FOR CONSTRUCTION

27. F.F.E.
0' - 0"
LEVEL 2
13' - 0"
BASEMENT
-12' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
A M
B
2
A.5.2
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
HALLWAY
976 SF
002
HALLWAY
744 SF
102
LOBBY
274 SF
100
CONFERENCE
553 SF
207
ART
944 SF
208
LIBRARY
903 SF
209
HALLWAY
928 SF
203
FOOD PREP
154 SF
210
SPANISH
904 SF
211
CLOSET
57 SF
217
3
A.10.3
F.F.E.
0' - 0"
LEVEL 2
13' - 0"
BASEMENT
-12' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
O P
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
CLASSROOM
2359 SF
008
HALLWAY
976 SF
002
4/5 CLASSROOM
1196 SF
103
CONFERENCE
553 SF
207
HALLWAY
928 SF
203
ELECT ROOM
113 SF
007
CLOSET
287 SF
006
4/5 CLASSROOM
1150 SF
119
BREAK ROOM
409 SF
108
CLOSET
57 SF
217
1
A.5.3
2
A.10.3
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.5.1
SECTIONS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 3/16" = 1'-0"
BASEMENT & LEVEL 1 HALLWAYS
2
SCALE: 3/16" = 1'-0"
LEVEL 2 HALLWAY
1
NOT FOR CONSTRUCTION

28. F.F.E.
0' - 0"
LEVEL 2
13' - 0"
BASEMENT
-12' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
O P
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
1
A.5.3
CLASSROOM
2359 SF
008
HALLWAY
976 SF
002
CLASSROOM
1072 SF
009
MENS
158 SF
012
STAIRWELL
295 SF
001
4/5 CLASSROOM
1196 SF
103
HALLWAY
744 SF
102
CONFERENCE
553 SF
207
ART
944 SF
208
LIBRARY
903 SF
209
FIRE / FDC
44 SF
117
CLOSET
287 SF
006
WOMENS
170 SF
011
3/4 CLASSROOM
964 SF
115
OFFICE
160 SF
101
SPANISH
904 SF
211
W.C.
55 SF
109
A.10.4
1
F.F.E.
0' - 0"
LEVEL 2
13' - 0"
BASEMENT
-12' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
1 11
9
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
2
A.5.1
CLASSROOM
2359 SF
008
HALLWAY
976 SF
002
MUSIC
993 SF
003
4/5 CLASSROOM
1196 SF
103
HALLWAY
744 SF
102
3/4 CLASSROOM
973 SF
111
ART
944 SF
208
HALLWAY
928 SF
203
JANITOR
70 SF
201
CLOSET
100 SF
213
CLOSET
76 SF
005
2
A.5.4
1
A.5.4
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.5.2
SECTIONS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 3/16" = 1'-0"
LEVEL 2 CLASS ROOMS LONG SECTION
1
SCALE: 3/16" = 1'-0"
BASEMENT & LEVEL 1 SHORT SECTION
2
NOT FOR CONSTRUCTION

29. F.F.E.
0' - 0"
LEVEL 2
13' - 0"
BASEMENT
-12' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
12 14
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
1
A.5.1
1
A.5.2
CLASSROOM
2359 SF
008
HALLWAY
976 SF
002
MUSIC
993 SF
003
CLASSROOM
1072 SF
009
HALLWAY
744 SF
102
3/4 CLASSROOM
973 SF
111
LIBRARY
903 SF
209
HALLWAY
928 SF
203
WOMENS
152 SF
204
4/5 CLASSROOM
1150 SF
119
BREAK ROOM
409 SF
108
CLOSET
115 SF
107
CLOSET
98 SF
212
WC
243 SF
114
W.C.
55 SF
109
CLOSET
76 SF
005
2
A.5.3
F.F.E.
0' - 0"
LEVEL 2
13' - 0"
BASEMENT
-12' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
O
P
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
1
A.5.3
CLASSROOM
2359 SF
008
STAIRWELL
209 SF
014
4/5 CLASSROOM
1196 SF
103
CLOSET
129 SF
120
HALLWAY
928 SF
203
JANITOR
70 SF
201
WOMENS
152 SF
204
MENS
150 SF
205
ELECT ROOM
113 SF
007
4/5 CLASSROOM
1150 SF
119
FOOD PREP
154 SF
210
BREAK ROOM
409 SF
108
CLOSET
115 SF
107
CLOSET
38 SF
214
OFFICE
108 SF
215
W.H.
25 SF
015
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.5.3
SECTIONS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 3/16" = 1'-0"
LEVEL 2 SHORT SECTION
1
SCALE: 3/16" = 1'-0"
LEVEL 2 LONG SECTION
2
NOT FOR CONSTRUCTION

30. B
4.2
4.2
4.2 7.2
F.F.E.
0' - 0"
LEVEL 2
13' - 0"
BASEMENT
-12' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
4.2
4.2
4.2
4.2
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.5.4
CHASE SECTIONS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 3/8" = 1'-0"
NORTH CHASE
1 SCALE: 3/8" = 1'-0"
SOUTH CHASE
2
NOT FOR CONSTRUCTION

31. DN
DN
A
M
1 11
12
14
O
P
B
9
0' - 0 1/2" / 1' - 0"
0' - 0 1/2" / 1' - 0"
0' - 0 1/2" / 1' - 0"
0
'
-
0
1
/
2
"
/
1
'
-
0
"
0' - 0 1/2" / 1' - 0"
0
'
-
0
1
/
2
"
/
1
'
-
0
"
1
1
1
2
3
2
4
4
4
4
4
4
4
4
1
1
1
4
4
4
4
5 5
5
5
6
6
6
7
7
0' - 0 3/4" / 1' - 0"
0'
-
3"
/
1'
-
0"
8
8
8
8
8
8
8
8
8
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.6
ROOF PLAN
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 1/8" = 1'-0"
ROOF PLAN
3
KEYNOTES
1 EMBED DOWNSPOUT IN EXTERIOR WALL
2 DOWNSPOUT THROUGH CLOSET BELOW
3 DOWNSPOUT EMBEDDED IN BATHROOM FURRING BELOW
4 CRICKET
5 TENSILE SHADE STRUCTURE TO COMPLY WITH STRUCTURAL AND CALIFORNIA
FLAME RETARDANT FABRIC REQUIREMENTS. FINISH PER OWNER.
6 COLUMN PER STRUCTURAL
7 HARDLID SHADE STRUCTURE- SEE STRUCTURAL AND WALL SECTIONS
8 MECHANICAL EQUIPMENT- SEE MECHANICAL
NOT FOR CONSTRUCTION

32. 1
WC
215 SF
106
11
A.7.3
4
A.7.3
1.3
12
A.7.3
13
A.7.3
13
A.7.3
M
LOBBY
274 SF
100
A.9.1 10
18"
30"
18"
11
A.7.3
11
A.7.3
1
A.12.1
13
A.7.3
13
A.7.3
9
11
A.7.3 4
A.7.3
1.3
13
A.7.3
13
A.7.3
12
A.7.3
11
A.7.3
11
A.7.3
11
A.7.3
A
WC
74 SF
118
B
9
11
A.7.3
4
A.7.3
12
A.7.3
13
A.7.3
WAINSCOT
60"
MIRROR
WAINSCOT
60"
MIRROR
0' - 6"
0' - 8"
9"
MAX
34"
WAINSCOT
60"
VERTICAL
GRAB BAR
5
A.7.3
6
A.7.3
9
12
A.7.3
13
A.7.3
4
A.7.3
11
A.7.3
11
A.7.3
9
12
A.7.3
13
A.7.3
11
A.7.3
4
A.7.3
1' - 4" 1' - 4"
1' - 4" 1' - 4"
2' - 8"
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.7.1
ENLARGED PLANS &
TYP RESTROOM
ELEVATIONS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 1/2" = 1'-0"
LEVEL 1 ADULT RESTROOM
4
SCALE: 1/2" = 1'-0"
LOBBY
6
SCALE: 1/2" = 1'-0"
LEVEL 1 CHILD RESTROOM
3
SCALE: 1/2" = 1'-0"
LEVEL 1 ADULT UNISEX RESTROOM
5
SCALE: 1/2" = 1'-0"
SINGLE OCCUPANCY RESTROOM TYP
7
*SEE PLUMBING SCHEDULE FOR MOUNTING TYPES AND MODELS
SCALE: 1/2" = 1'-0"
BASEMENT MENS RESTROOM
1
SCALE: 1/2" = 1'-0"
BASEMENT WOMENS RESTROOM
2
NOT FOR CONSTRUCTION

33. 12
16" 16"
11
A.7.3
11
A.7.3
WOMENS
152 SF
204
MENS
150 SF
205
11
A.7.3
3
A.7.3
3
A.7.3
4
A.7.3
4
A.7.3
12
A.7.3
12
A.7.3
13
A.7.3
13
A.7.3
11
A.7.3
18"
MIN
5 max 15 min
380
125
16-18
405-455
L
C
ADULT
12-18
304.8-455
L
C
CHILD MIN
60"
MIN
56"
17"-19"
ADULT
11"-17"
CHILD
MIN
18"
21"-30"
18"-27"
33"-36"
MIN
18"
39"-41"
42" MIN
MIN
42"
MAX
12"
MIN
54"
39"-41"
MIN
54"
34"-36"
MAX
12"
transfer
side
L
C
transfer
side
18"-27"
ADULT CHILD
33"-36"
MIN
36"
MIN
24"
MIN
12"
L
C
MIN
36"
MIN
24"
MIN
12"
L
C
15
min
380
7-9
180-230
48
max
1220
150
9 min
230
6 min
partition
6 min
150
6 min
150
(c)
plan
6 min
12 min
150
305
partition
ADULT CHILD
(a)
wall hung type
17 max
430
345
13½ min
MIN
48"
MIN
30"
11 min
27
min
685
280
205
8 min
9 min
230
(a)
elevation
(b)
plan
30
min
760
635
25 max
31"
60"
24"
48"
48"
12"
WAINSCOT
60"
MIRROR
6
A.7.3
3' - 0" 3' - 0"
MIN
5' - 0" CLEAR
1'
-
0"
5'
-
0"
WAINSCOT
60"
MIRROR
0' - 6"
0' - 8"
9"
MAX
34"
18" 18" 18" 18"
9
A.7.3
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.7.3
ENLARGED PLANS &
ADA PLUMBING
ELEMENTS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS
07.19.18
07.19.18
SCALE: 1/2" = 1'-0"
LEVEL 2 ADULT RESTROOM
1
SCALE: 1/2" = 1'-0"
DRINKING FOUNTAIN
2
SCALE: 1/2" = 1'-0"
WATER CLOSET LOCATION
3 SCALE: 1/2" = 1'-0"
SIZE & CLEARANCE OF WATER CLOSETS
4 SCALE: 1/2" = 1'-0"
SIDE WALL GRAB BAR AT WATER CLOSETS
5 SCALE: 1/2" = 1'-0"
REAR WALL GRAB BAR AT WATER CLOSETS
6 SCALE: 1/2" = 1'-0"
DISPENSER OUTLET LOCATION
7
SCALE: 1/2" = 1'-0"
WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE
8 SCALE: 1/2" = 1'-0"
HEIGHT AND DEPTH OF URINALS
9
SCALE: 1/2" = 1'-0"
CLEAR FLOOR AND GROUND SPACE
11
SCALE: 1/2" = 1'-0"
KNEE CLEARANCE
10
SCALE: 1/2" = 1'-0"
BABY CHANGING STATION
14
SCALE: 1/2" = 1'-0"
ADA TURNING SPACE
12
SCALE: 1/2" = 1'-0"
ADA DOOR CLEARANCES
13
SCALE: 1/2" = 1'-0"
MULTI OCCUPANCY RESTROOM TYP
15
*SEE PLUMBING SCHEDULE FOR MOUNTING TYPES AND MODELS
NOT FOR CONSTRUCTION

34. 6
A.8.3
M
7'
-
8"
UP
3' - 6" 6' - 5" 26' - 4 1/8"
1
A.5.1
1
A.5.2
1
A.10.3
2
A.10.4
V.I.F
8'
-
1
3/8"
3' - 6" 12' - 10" 19' - 11 1/8"
R
@
0' - 6 7/8"
14
R
@
0' - 6 7/8"
7
F.F.E.
0' - 0"
LEVEL 2
13' - 0"
BASEMENT
-12' - 0"
1' - 0"
0'
-
6
7/8"
9'
-
4
3/8"
0'
-
4
1/4"
1
11'
-
1"
LEVEL 1 CEILING
10' - 0"
12"
R
@
0' - 6 7/8"
21
12'
-
0"
1' - 11"
T.O.
RAIL
TYP
3'
-
0"
F.F.E.
0' - 0"
LEVEL 2
13' - 0"
BASEMENT
-12' - 0"
4'
-
0"
8'
-
0"
LEVEL 1 CEILING
10' - 0"
R
@
0' - 6 7/8"
7
R @ 0' - 6 7/8"
21
1' - 11"
12" MIN
T.O.
RAIL
TYP
3'
-
0"
6
A.8.3
M
9'
-
7
3/4"
DN
1
A.5.1
1
A.10.3
2
A.10.4
R
@
0' - 6 7/8"
7
R
@
0' - 6 7/8"
14
3
A.8.3
A
1
B
21' - 1"
6'
-
5"
DN
18 TREADS @ 6 7/8"
16' - 6"
D125
4' - 7 1/8"
4'
-
11"
1'
-
6"
3
A.8.4
3
A.8.3
A
B
UP
5' - 6 3/8"
20 TREADS @ 6 7/8"
18' - 5"
1'
-
9"
1
A.5.1
2
A.5.3
2
A.10.3
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.8.3
ENLARGED INTERIOR
STAIRS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
EJB & RMS
07.19.18
07.19.18
SCALE: 1/4" = 1'-0"
STAIR B BASEMENT PLAN
5
SCALE: 1/4" = 1'-0"
STAIR A
3 SCALE: 1/4" = 1'-0"
STAIR B
6
SCALE: 1/4" = 1'-0"
STAIR B GROUND FLOOR PLAN
4
SCALE: 1/4" = 1'-0"
STAIR A GROUND FLOOR PLAN
1
SCALE: 1/4" = 1'-0"
STAIRS A BASEMENT PLAN
2
NOT FOR CONSTRUCTION

35. A
1
12
11' - 7 3/8"
18' - 4"
5'
-
2
5/8"
UP
2
A.5.3
3
A.8.4
A
12
DN
5'
-
2
5/8"
D215
2
A.5.3
3
A.8.4
R
@
0' - 6 3/4"
20 R
@
0' - 6 3/4"
2
6
A.8.4
9' - 5"
UP
1
A.5.1
R
@
0' - 6"
8
M
P
A.4.3
1
6
A.8.4
D201
DN
5' - 0"
7' - 3"
9' - 6"
10'
-
4"
18 TREADS @ 6 7/8"
16' - 9"
1
A.5.1
1
A.10.3
2
A.10.4
R
@
0' - 6"
18
R
@
0' - 6"
8
F.F.E.
0' - 0"
LEVEL 2
13' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
M
18
RISERS
@
6
7/8"
9'
-
0"
8
RISERS
@
6
7/8"
4'
-
0"
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
1
A.10.3
1' - 11"
T.O.
RAIL
TYP
3'
-
0"
F.F.E.
0' - 0"
LEVEL 2
13' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
1
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
R @ 0' - 6 3/4"
23
1'
-
8
3/8"
11'
-
3
5/8"
R
@
0' - 6 3/4"
2
1' - 11"
T.O.
RAIL
TYP
3'
-
0"
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.8.4
ENLARGED EXTERIOR
STAIRS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
EJB & RMS
07.19.18
07.19.18
SCALE: 1/4" = 1'-0"
STAIR C GROUND FLOOR PLAN
2
SCALE: 1/4" = 1'-0"
STAIR C LEVEL 2 FLOOR PLAN
1
SCALE: 1/4" = 1'-0"
STAIR D GROUND FLOOR PLAN
5
SCALE: 1/4" = 1'-0"
STAIR D LEVEL 2 FLOOR PLAN
4
SCALE: 1/4" = 1'-0"
STAIR D
6
SCALE: 1/4" = 1'-0"
STAIR C SECTION
3
NOT FOR CONSTRUCTION

36. U.L. F.F.E.
+13'-0"
WALL RETURN: EXTEND 12"
PLUS 1 TREAD @ BTM
RISER EXTEND 12" @ TOP
RISER
SCREW INTO RAIL
PER MANUF
1/2" EXPANSION ANCHOR
STANDARD MTL WALL
BRACKET @ 6'-0" O.C. MAX
1 1/2" DIA MTL PIPE
HANDRAIL- FINISH PER
ARCHITECT
2X WD BRACING-
INSTALL PER MANUF
3'-0"
A.F.F.
0'
-
3"
0' - 1 1/2"
3/4" Ø STEEL PIPE @
4" O.C.
1 1/4" Ø STEEL PIPE
2" CONCRETE IN STEEL
PAN TREAD
STL. ANDLGE - PER
STAIR MANUF
LINE OF RISER BEYOND
SEAL
RATED WALL
ASSEMBLY- PER WALL
TYPE SCHED
STEEL STRINGER-
PER MANUF.
STEEL ANGLE - PER
STAIR MAUF
STEEL STRINGER-
PER STAIF MAUF.
THICKENED FLOOR SLAB-
PER STRUCTURAL
0'
-
4"
3/4" Ø STEEL PIPE @
4" O.C.
1 1/4" Ø STEEL PIPE
2" CONCRETE IN STEEL
PAN TREAD
STL. ANDLGE - PER
STAIR MANUF
LINE OF RISER BEYOND
SEAL
RATED WALL
ASSEMBLY- PER WALL
TYPE SCHED
STEEL STRINGER-
PER MANUF.
5/8" REVEAL ("F"
MOLDING)
ONE- SIDED
PARTITION
1 1/4" Ø STEEL PIPE
3/4" Ø STEEL PIPE @
4" O.C.
CONCRETE- PER
STRUCTURAL
STEEL CHANNEL- PER
STAIR MAUF.
GUARD RAIL
BEYOND
STEEL STRINGER
BEYOND
PROFILE OF STAIRS
BEYOND
GUARD RAIL BEYOND
STEEL CHANNEL- PER
STAIR MANUF.
2" CONCRETE IN STEEL
PAN THREAD
STEEL STRINGER
BEYOND
PROFILE OF STAIRS
BEYOND
RATED WALL
ASSEMBLY PER WALL
TYPE SCHED
STEEL COLUMN- PER
STRUCTURAL
RATED WALL
ASSEMBLY- PER WALL
TYPE SCHED.
CONCRETE FILL
STEEL TREAD PAN -
PER STAIR MANUF.
1/8" RADIUS
STEEL RISER- PER
STAIR MANUF.
STL. ANGLE(S) WELDED TO
STRINGER, RISER, & PAN-
PER STAIR MANUF.
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.8.5
STAIR DETAILS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
EJB
07.19.18
07.19.18
SCALE: 1 1/2" = 1'-0"
INTERIOR AND EXTERIOR EGRESS STAIR DETAILS
1
NOT FOR CONSTRUCTION

37. 36" 18" 36" 36" 36" 30" 48"
36" 18" 36" 36" 36" 30" 48"
42"
18"
36"
48" 42" 36" 36" 30"
48" 42" 36" 36" 30" 48" 42" 36" 36"
48" 42" 36" 36"
42"
18"
36"
42"
18"
36"
42" 36" 36" 30" 48"
42" 36" 36" 30" 48"
42"
18"
36"
33" 48" 33" 33" 33"
33"
33"
33"
48"
33"
42"
18"
36"
33" 33" 33" 48" 33" 18"
18"
33"
48"
33"
33"
33"
36"
18"
42"
33" 33" 48" 33" 33" 33" 33"
33"
33"
33"
33"
48"
33"
33"
36"
18"
42"
33"
33"
48"
33"
33"
33"
33"
33" 33" 33" 33" 48" 33" 33"
42"
18"
36"
33" 48" 33" 33" 36"
36"
18"
42"
24"
33"
33"
48"
33"
44" V.I.F.
42" 48" 33"
33" 48" 33" 37 3/8" V.I.F. 36" 32" V.I.F.
42"
18"
36"
M
18" 30" 18"
30"
PLAM COUNTER
PLAM PRIVACY
SCREEN
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.9.1
INTERIOR ELEVATIONS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
EJB
07.19.18
07.19.18
SCALE: 1/4" = 1'-0"
003 MUSIC CASEWORK ELEVATION
1 SCALE: 1/4" = 1'-0"
008 CASEWORK ELEVATION
2
SCALE: 1/4" = 1'-0"
009 CASEWORK ELEVATION
3 SCALE: 1/4" = 1'-0"
111 CASEWORK ELEVATION
4 SCALE: 1/4" = 1'-0"
115 CASEWORK ELEVATION
5
SCALE: 1/4" = 1'-0"
119 CASEWORK ELEVATION
7
SCALE: 1/4" = 1'-0"
103 CASEWORK ELEVATION
6
SCALE: 1/4" = 1'-0"
108 BREAK ROOM SOUTH ELEVATION
8 SCALE: 1/4" = 1'-0"
108 BREAK ROOM WEST ELEVATION
9 SCALE: 1/4" = 1'-0"
100 LOBBY CASEWORK
10
NOT FOR CONSTRUCTION

38. W211 W209 W208 W207
15
A.12.1
W211 W209 W208 W207
15
A.12.1
W211 W209 W208 W207
15
A.12.1
18" 48" 48"
42"
18"
36"
30" 48" 48"
50' V.I.F. 12" 48" 21"
42"
18"
36"
36" 18" 36"
36"
36"
48"
36"
36"
33"
36"
36"
48"
36"
36"
33"
42"
18"
36"
O
W212 W214 W213 W212
14
A.12.1
14
A.12.1
14
A.12.1
48" 33" 24" 33" 48" 33" 48" 30"
48" 33" 24" 33" 48" 33" 48" 30"
42"
18"
36"
33" 18" 33" 36" 33" 48" 33" 30"
33" 18" 33" 36" 33" 48" 33" 30"
36"
18"
42"
33"
18"
33"
36"
33"
48"
33"
30"
33"
18"
33"
36"
33"
48"
33"
30"
42"
18"
36"
42"
18"
36"
36" 36" 48" 36" 36" 33"
36" 36" 48" 36" 36" 33"
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.9.2
INTERIOR ELEVATIONS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
EJB
07.19.18
07.19.18
SCALE: 1/4" = 1'-0"
208 TRUSS WALL ELEVATION
1
SCALE: 1/4" = 1'-0"
209 TRUSS WALL ELEVATION
3
SCALE: 1/4" = 1'-0"
211 TRUSS WALL ELEVATION
6
SCALE: 1/4" = 1'-0"
210 FOOD PREP B
12
SCALE: 1/4" = 1'-0"
210 FOOD PREP A
11
SCALE: 1/4" = 1'-0"
207 CONFERENCE CASEWORK
8 SCALE: 1/4" = 1'-0"
207 CONFERENCE TRUSS WALL ELEV
9 SCALE: 1/4" = 1'-0"
207 NORTH TRUSS WALL
10
SCALE: 1/4" = 1'-0"
208 ART CASEWORK ELEV
2
SCALE: 1/4" = 1'-0"
209 LIBRARY CASEWORK ELEVATION
4
SCALE: 1/4" = 1'-0"
211 SPANISH CASEWORK ELEV. A
5 SCALE: 1/4" = 1'-0"
211 SPANISH CASEWORK ELEV B
7
NOT FOR CONSTRUCTION

39. BASE BOARD PER ROOM
SCHEDULE
1.1
THICK MINERAL FIBER OF
TOP TYP 24" BOTH SIDES
SEE STRUCTURAL FOR
TYPICAL CONNECTION OF
NON-BEARING PARTITIONS
TO FLOOR OR ROOF
FRAMING
ACT OR 5/8" GWB CEILING
NON RATED 5/8" GWB ON 3
5/8" 20 GAGE MTL STUD 24"
O.C.
NOTE: PROVIDE WATER-
PROOF GWB ON
PLUMBING WALL SIDE TYP
FINISH FLOOR PER ROOM
SCHEDULE
CAULKING
MTL TRACK
6"
1.2
NON RATED 5/8" GWB ON 6"
20 GAGE MTL STUD 24" O.C.
1.3
NON RATED 5/8" GWB ON 10"
20 GAGE MTL STUD 24" O.C. -
FULLY BRACED TYP
1.4
NON RATED 5/8" GWB ON
ONE SIDE ON 3 5/8" 20 GAGE
MTL STUD 24" O.C.
BASE BOARD PER ROOM
SCHEDULE
THICK MINERAL FIBER OF
TOP TYP 24" BOTH SIDES
SEE STRUCTURAL FOR
TYPICAL CONNECTION OF
NON-BEARING PARTITIONS
TO FLOOR OR ROOF
FRAMING
ACT OR 5/8" GWB CEILING
FINISH FLOOR PER ROOM
SCHEDULE
CAULKING
MTL TRACK
6"
2.0
NON RATED 5/8" GWB ON 6"
20 GAGE MTL STUD 24" O.C.
V.I.F.
BLOWN-IN OR BATT FIBERGLASS
INSULATION BETWEEN STUDS, TYP.
5/8" GYPSUM WALL BOARD
1 3/16" ARMORTEX (OR APPROVED
EQUAL) LEVEL 4 FIBERGLASS
REINFORCED PANEL ON BALLISTIC
RATED SIDE
NOTE:
OVERLAP ARMORTEX JOINTS
WITH 4" STRIP CUT FROM FULL
SHEET OF COMPOSITE, ADHERE
PER MANUF.
3.1
BASE BOARD
PER ROOM
SCHEDULE
8" X 8" X 16"
MASONRY BLOCK-
SEE STRUCTURAL
ACT OR 5/8"
GWB CEILING
FINISH FLOOR
PER ROOM
SCHEDULE
CAULKING
REINFORCEMENT
PER STRUCTURAL
INSIDE
ELEVATOR
SHAFT
5/8" GWB
4.1
BASE BOARD PER ROOM
SCHEDULE
NON RATED 5/8" GWB ON 3 5/8" 20
GAGE MTL STUD 24" O.C.
ACT OR 5/8" GWB CEILING
NOTE: PROVIDE
WATER-PROOF GWB
ON PLUMBING WALL
SIDE TYP
FINISH FLOOR PER ROOM SCHEDULE
CAULKING
MTL TRACK
BACKER ROD, CAULK & SEAL TYP
4.2
1 HR RATED TYPE X 5/8"
GWB ON 6" 20 GAGE MTL
STUD 24" O.C. V.I.F.
4.3
2 HR RATED TYPE X 5/8"
GWB ON 6" 20 GAGE MTL
STUD 24" O.C. V.I.F.
SEE STRUCTURAL FOR TYPICAL
CONNECTION OF NON-BEARING
PARTITIONS TO FLOOR OR ROOF
FRAMING
BASE BOARD PER ROOM
SCHEDULE
THICK MINERAL FIBER OF
TOP TYP 24" BOTH SIDES
ACT OR 5/8" GWB CEILING
FINISH FLOOR PER ROOM
SCHEDULE
CAULKING
MTL TRACK
5.1
NON RATED 5/8" GWB ON 6"
20 GAGE MTL STUD 24" O.C.
V.I.F.
BLOWN-IN OR BATT FIBERGLASS
INSULATION BETWEEN STUDS, TYP.
5/8" GYPSUM WALL BOARD
1 3/16" ARMORTEX (OR APPROVED
EQUAL) LEVEL 4 FIBERGLASS
REINFORCED PANEL ON BALLISTIC
RATED SIDE
NOTE:
OVERLAP ARMORTEX JOINTS
WITH 4" STRIP CUT FROM FULL
SHEET OF COMPOSITE, ADHERE
PER MANUF.
SEE STRUCTURAL FOR
TYPICAL CONNECTION OF
NON-BEARING PARTITIONS TO
FLOOR OR ROOF FRAMING
BACKER ROD, CAULK & SEAL TYP
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.10.1
INTERIOR WALL TYPES
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS & EJB
07.19.18
07.19.18
SCALE: 1 1/2" = 1'-0"
NON-BEARING METAL FRAMING- 6" ABOVE CEILING
1 SCALE: 1 1/2" = 1'-0"
NON-BEARING BALLISTIC WALL- 6" ABOVE CEILING
2 SCALE: 1 1/2" = 1'-0"
INT MASONRY WALL
3
SCALE: 1 1/2" = 1'-0"
NON- BEARING METAL FRAMING- TO DECK
4 SCALE: 1 1/2" = 1'-0"
NON-BEARING BALLISTIC WALL- TO DECK
5
NOT FOR CONSTRUCTION

40. GRID
5/8" MOISTURE RESISTANT GYPSUM
WALL BOARD
R-21 BATT INSULATION (NOT
REQUIRED PER IECC C402.1.3)
INT
EXT
12" MASONRY UNITS W/ 6" METAL
FURRING PER STRUCTURAL @ 24"
O.C.
REINFORCEMENT PER
STRUCTURAL
1/2" PORTLAND CEMENT
PLASTER
VARIES TO ALIGN WITH ADJACENT FINISH FACES
DRAINAGE MEMBRANE W/
FILTER FABRIC OR
GRAVEL BACKFILL
POLYMER- MODIFIED ASHPALT
WATER PROOFING
6.1
DRAINAGE MAT
FOOTING PER STRUCTURAL
PREMOLDED FILLER & SELANT @ 1/2"
EXPANSION JOINT
PARGE W/ 3/8" PORTLAND CEMENT
MORTAR MINIMUM
POLYMER- MODIFIED ASHPALT WATER
PROOFING
PERIMETER FOOTING
DRAIN PIPE PER
PLUMBING, CIVIL, AND
STRUCTURAL BASEBOARD PER ROOM
SCHEDULE
CAULKING
WATERPROOFING MEMBRANE- SEE CIVIL / STRUCTURAL
FOR FILL / OTHER DETAILS
SLOPE W/ MORTAR OR USE A
NONBIODEGRADABLE CANT STRIP- 6" MIN COVER
OF GRAVEL OR CRUSHED STONE
FILTER FABRIC
PROTECT TOP OF
PIPE WITH FILTER
FABRIC
MUDSLAB OF UNREINFORCED CONCRETE
CONCRETE SLAB PER STRUCTURAL
EXTRUDED POLYSTYRENE
6" MTL FRAMING PER
STRUCTURAL @ 24" O.C.
GRID
5/8" GYPSUM WALL BOARD
R-13 BATT INSULATION
INT
EXT
5/8" DENSGLASS
DENSELEMENTS BARRIER
SYSTEM
DRYVIT ADHESIVE
EPS INSULATION BOARD R-7.5
CI MINIMUM
DRYVIT BASE COAT
DRYVIT REINFORCING MESH
EMBEDDED IN BASE COAT
DRYVIT BASE COAT
DRYVIT FINISH
7.1
GRID
5/8" GYPSUM WALL BOARD
R-13 BATT INSULATION
INT
EXT
5/8" DENSGLASS DENSELEMENT
BARRIER SYSTEM
DRYVIT ADHESIVE
EPS INSULATION BOARD R-7.5 CI MINIMUM
DRYVIT BASE COAT
DRYVIT PANZER REINFORCING MESH
EMBEDDED IN BASE COAT
DRYVIT BASE COAT
DRYVIT FINISH
DRYVIT REINFORCING MESH EMBEDDED
IN BASE COAT
DRYVIT BASE COAT
6" MTL FRAMING @ 24" O.C.
PER STRUCTURAL
7.2
WEB OF TRUSS PER
STRUCTURAL
GRID
INT
EXT
5/8" DENSGLASS DENSELEMENT
BARRIER SYSTEM
DRYVIT ADHESIVE
EPS INSULATION BOARD R-7.5 CI
MINIMUM
DRYVIT BASE COAT
DRYVIT REINFORCING MESH EMBEDDED
IN BASE COAT
DRYVIT BASE COAT
DRYVIT FINISH
5 1/2" METAL FRAMING @ 24" O.C. WITH R13
BATT INSULATION
8.1
8.2
5/8" GWB ON 3 5/8" MTL
FURRING 24" O.C. TRUSS
INFILL PER STRUCTURAL
5/8" GWB ON 6" MTL FURRING
24" O.C. TRUSS INFILL PER
STRUCTURAL
ANGLE IRON PER
STRUCTURAL
WIDE FLANGE PER
STRUCTURAL
WEB OF TRUSS PER
STRUCTURAL
GRID
5/8" GYPSUM WALL BOARD
ATTACHED TO "BACK" OF
5 1/2" EXTERIOR FURRING
BEHIND TRUSS WEBS
INT EXT
5/8" DENSGLASS DENSELEMENT
BARRIER SYSTEM
DRYVIT ADHESIVE
EPS INSULATION BOARD R-7.5
CI MINIMUM
DRYVIT BASE COAT
DRYVIT REINFORCING MESH
EMBEDDED IN BASE COAT
DRYVIT BASE COAT
DRYVIT FINISH
5 1/2" METAL FRAMING @ 24"
O.C. PER STRUCTURAL WITH
R-13 BATT INSULATION
0' - 8" CLEAR
OPEN
OPEN
ANGLE IRON PER
STRUCTURAL
WIDE FLANGE PER
STRUCTURAL
5 1/2" METAL FRAMING @ 24"
O.C. WITH R21 BATT INSULATION
8.3
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.10.2
EXTERIOR WALL
TYPES
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS & EJB
07.19.18
07.19.18
SCALE: 3" = 1'-0"
EXTERIOR MASONRY WALL
1
SCALE: 3" = 1'-0"
FFE FLOOR EXTERIOR EIFS WALL
2 SCALE: 3" = 1'-0"
FFE EXTERIOR HIGH IMPACT EIFS WALL
3
SCALE: 3" = 1'-0"
LEVEL 2 EXTERIOR EIFS WALL W/ ENCLOSED TRUSS
4 SCALE: 3" = 1'-0"
LEVEL 2 EXTERIOR EIFS WALL W/ EXPOSED TRUSS
5
NOT FOR CONSTRUCTION

41. F.F.E.
0' - 0"
LEVEL 2
13' - 0"
BASEMENT
-12' - 0"
11
LEVEL 1 CEILING
10' - 0"
7.1
6
A.11.2
TENSILE SHADE STRUCTURE TO
COMPLY WITH STRUCTURAL AND
CALIFORNIA FLAME RETARDANT
FABRIC REQUIREMENTS.
WIDE FLANGE PER STRUCTURAL
METAL CAP FLASHING-
SEE DETAIL
FLASHING AND COUNTER FLASHING- SEE DETAIL
LOW ROOF SYSTEM: 3 PLY BUILT- UP FIBERGLASS ROOF
OVER PLYWD W/ RADIANT BARRIER OVER FRAMING- SEE
STRUCTURAL. R-11 LINER SYSTEM. R-19 BATT
INSULATION PER IECC C402.2
DESIGN CRITERIA: LIGHT COLOR ROOF MEMBRANE W/
SOLAR REFLECTANCE OF 64% OR GREATER &
EMMITANCE GREATER THAN 80%
R-38 NON- COMBUSTIBLE BATT INSULATION AT B.O.
DECK W/ 5/8" GWB ATTACHED TO B.O. TJIS PER NFPA 13:
8.15.1.2.7
5/8" GWB. ATTACH
TO B.O. TJIS TYP.
DROP CEILING-
SEE RCP
BASEBOARD- SEE ROOM
SCHEDULE
5
A.11.1
FRENCH DRAIN- SEE
PLUMBING
FOUNDATION
SYSTEM- SEE
STRUCTURAL
DRYVIT OUTSULATION EIFS SYSTEM- SEE EXTERIOR
WALL TYPES AND DETAILS
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
LEVEL 2 CEILING
23' - 0"
13'
-
0"
12'
-
0"
3.1
0' - 8 5/8" 6' - 0" 0' - 8 5/8"
FLASHING AND COUNTERFLASHING- SEE DETAIL
OPEN
OVERHEAD
SPACE
INSIDE
SHAFT
MIN
12'
-
7"
61
CMU
COURSES
V.I.F.
40'
-
8"
ELEV
PIT
PER
MANUF
5'
-
0"
ELEV
DOOR
OPENING
IN
SHAFT
7'
-
8"
METAL FRAMED PONY WALL TO MAKE ROOF SLOPE
ELEV
DOOR
OPENING
IN
SHAFT
7'
-
8"
ELEV
DOOR
OPENING
IN
SHAFT
7'
-
8"
ELEVATOR SUMP
PUMP- SEE
PLUMBING
3.1
BASE BOARD
PER ROOM
SCHEDULE
8" X 8" X 16"
MASONRY BLOCK W/
5/8" GWB ON
EXTERIOR OF SHAFT-
SEE STRUCTURAL
ACT OR 5/8"
GWB CEILING-
SEE RCP
FINISH FLOOR
PER ROOM
SCHEDULE
CAULKING
INSIDE
ELEVATOR
SHAFT
ACT OR 5/8"
GWB CEILING-
SEE RCP
ACT OR 5/8"
GWB CEILING-
SEE RCP
SCONCE
LIGHTING
1
7.2
6.1
14'
-
10"
8.1
METAL CAP FLASHING-SEE DETAIL
FLASHING AND COUNTER
FLASHING- SEE DETAIL
LOW ROOF SYSTEM: 3 PLY
BUILT- UP FIBERGLASS ROOF
OVER PLYWD W/ RADIANT
BARRIER OVER FRAMING- SEE
STRUCTURAL. R-11 LINER
SYSTEM. R-19 BATT INSULATION
PER IECC C402.2
DESIGN CRITERIA: LIGHT COLOR
ROOF MEMBRANE W/ SOLAR
REFLECTANCE OF 64% OR
GREATER & EMMITANCE
GREATER THAN 80%
R-38 NON- COMBUSTIBLE BATT
INSULATION AT B.O. DECK W/
5/8" GWB ATTACHED TO B.O.
TJIS PER NFPA 13: 8.15.1.2.7
METAL CAP FLASHING- SEE DETAIL
FLASHING AND COUNTER
FLASHING- SEE DETAIL
DRYVIT OUTSULATION
EIFS SYSTEM- SEE
EXTERIOR WALL TYPES
AND DETAILS
DRYVIT OUTSULATION EIFS
SYSTEM- SEE EXTERIOR
WALL TYPES AND DETAILS
HIGH ROOF SYSTEM: 3 PLY BUILT- UP FIBERGLASS ROOF OVER
PLYWD W/ RADIANT BARRIER OVER FRAMING- SEE
STRUCTURAL.
DESIGN CRITERIA: LIGHT COLOR ROOF MEMBRANE W/ SOLAR
REFLECTANCE OF 64% OR GREATER & EMMITANCE GREATER
THAN 80%
R-20 CONTINUOUS RIGID INSULATION: 2 LAYERS 3.2"
ISOCYANURATE AND 1 LAYER 1/2" PERLITE INSULATION
RADIANT- SECURE TO T.O. DECK PER MANUFACTURER.
CMU BASEMENT WALL- SEE
EXTERIOR WALL TYPES AND
DETAILS
FRENCH DRAIN- SEE
PLUMBING
FOUNDATION SYSTEM- SEE
STRUCTURAL
ADA COMPLIANT
SIDEWALK- SEE CIVIL
5
A.11.1
6
A.11.2
2
A.11.2
1
A.11.2
6
A.11.2
4
A.11.2
3
A.11.2
SEE STRUCTURAL FOR
CMU AND MTL
FRAMING CONNECTION
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.10.3
WALL SECTIONS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS & EJB
07.19.18
07.19.18
SCALE: 3/8" = 1'-0"
SECTION 3
3
SCALE: 3/8" = 1'-0"
SECTION 2
2
SCALE: 3/8" = 1'-0"
SECTION 1
1
NOT FOR CONSTRUCTION

42. O
8.1
7.2
6.1
HIGH ROOF SYSTEM: 3 PLY BUILT-
UP FIBERGLASS ROOF OVER
PLYWD W/ BARRIER OVER
FRAMING- SEE STRUCTURAL.
DESIGN CRITERIA: LIGHT COLOR
ROOF MEMBRANE W/ SOLAR
REFLECTANCE OF 64% OR
GREATER & EMMITANCE GREATER
THAN 80%
R-20 CONTINUOUS RIGID
INSULATION: 2 LAYERS 3.2"
ISOCYANURATE AND 1 LAYER 1/2"
PERLITE INSULATION RADIANT-
SECURE TO T.O. DECK PER
MANUFACTURER.
MTL STUDS SUSPENDED
FROM B.O. DECK W HIGH
IMPACT OUTSULATION
SYSTEM- SEE
STRUCTURAL
1
A.11.1
6
A.11.1
7
A.11.2
6
A.11.2
FLASHING AND
COUNTER FLASHING-
SEE DETAIL
5
A.11.1
FRENCH DRAIN- SEE
PLUMBING
FOUNDATION
SYSTEM- SEE
STRUCTURAL
DRYVIT OUTSULATION EIFS
SYSTEM- SEE EXTERIOR
WALL TYPES AND DETAILS
DRYVIT OUTSULATION
EIFS SYSTEM- SEE
EXTERIOR WALL TYPES
AND DETAILS
F.F.E.
0' - 0"
LEVEL 2
13' - 0"
BASEMENT
-12' - 0"
ROOF
26' - 0"
T.O. PARAPET
29' - 6"
P
LEVEL 2 CEILING
23' - 0"
LEVEL 1 CEILING
10' - 0"
1
A.11.1
6
A.11.1
7
A.11.2
5
A.11.1
PERFORATED METAL
WITH VINE VEGETATION
EXPOSED METAL ROOF DECK PER STRUCTURAL
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.10.4
WALL SECTIONS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
RMS & EJB
07.19.18
07.19.18
SCALE: 3/8" = 1'-0"
SECTION 4
1 SCALE: 3/8" = 1'-0"
SECTION 5
2
NOT FOR CONSTRUCTION

43. NOTE:
1. DRYVIT AQUAFLASH SHALL EXTEND TO INTERIOR FACE OF OPENING
2. REFER TO HEAD, SILL AND JAMB DETAILS FOR FLASHING INTEGRATION
3. DRYVIT FLASHING TAPE SURFACE CONDITIONER AND DRYVIT FLASHING TAPE MAY BE USED IN LIEU OF DRYVIT AQUAFLAHS SYSTEM
4. INSTALL WINDOW UNIT AND ASSOCIATED FLASHINGS PER MANUFACTUREER'S RECOMMENDATIONS, CODE REQUIREMENTS, AND
PROJECT DOCUMENTS
5. AQUAFLASH SYSTEM CONSISTS OF AQUAFLASH MESH AND AQUAFLASH LIQUID
NOTE:
1. SEE WALL TYPES FOR DESIGNATED HIGH
IMPACT ZONES
2. OUTSIDE INSUALTION BOARD EDGES
SHALL BE OFFEST
NOTE:
1. SEE WALL TYPES FOR DESIGNATED HIGH IMPACT ZONES
2. DOUBLE WRAP OUTSIDE CORNERS WITH REINFORCING
MESH OR USE CORNER MESH
3. DO NOT LAP REINFORCING MESH WITHIN 8" (203 MM) OF
CORNER
4. OUTSIDE INSULATION BOARD EDGES SHALL BE OFFSET
NOTE:
1. SEE WALL TYPES FOR DESIGNATED HIGH IMPACT ZONES
2. USE OF THIS DETAIL IS LIMITED TO SLAB-ON-GRADE APPLICATIONS
3. INCORPORATE MEASURES TO PROTECT STRUCTURE FROM
MOISTURE INSTRUSION, DAMPNESS AND FROST HEAVE
4. TO PREVENT DEBRIS ACCUMULATION IT IS RECOMMENDED TO
TERMINATE SYSTEM 2" (51 MM) ABOVE SIDEWALK
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.11.1
DRYVIT OUTSULATION
DETAILS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
Author
07.19.18
07.19.18
SCALE: 1" = 1'-0"
OUTSULATION SYSTEM
1 SCALE: 1" = 1'-0"
OPENING PREPARATION- AQUAFLASH
2
SCALE: 3" = 1'-0"
OUTSIDE CORNER HIGH IMPACT
4
SCALE: 3" = 1'-0"
TRANSITION AT SOFFIT / FASCIA INTERSECTION
6
SCALE: 1" = 1'-0"
INSIDE / OUTSIDE CORNERS
3
SCALE: 3" = 1'-0"
TERMINATION AT ADA COMPLIANT SIDEWALK
5
NOT FOR CONSTRUCTION

44. NOTE:
1. SEE WALL TYPES FOR DESIGNATED HIGH IMPACT ZONES
2. LOCATE INSUALTION BOARDS SUCH THAT BOARD EDGES DO NOT ALIGN WITH CORNERS OF PENETRATIONS
3. APPLY A PIECE OF 9 1/2" (241 MM) X 12" (305 MM) DETAIL REINFORCING MESH DIAGONALLY AT EACH CORNER
NOTE:
1. PAN FLASHING SHOULD OVERLAP EIFS MIN. 2 1/2" (64 MM) MEASURED FROM THE TOP OF THE EPS.
2. PAN FLASHING MUST HAVE WATERTIGHT SEAMS
3. DRYVIT FLASHING TAPE SURFACE CONDITIONER AND DRYVIT FLASHING TAPE MAY BE USED IN LIEU OF AQUAFLASH SYSTEM
4. EIFS AT SILL SHALL BE SLOPED FOR DRAINAGE
5. APPLY DRYVIT AQUAFLASH SYSTEM AT SILL.- SEE DETAIL
6. ADNESIVE ONLY APPLICATION IS ACCEPTABLE WHEN USING THE AQUAFLASH SYSTEM
7. DRYVIT FLASHING TAPE SURFACE CONDITIONER AND DRYVIT FLASHING TAPE MAY BE USED IN LIEU OF AQUAFLASH SYSTEM.
NOTES:
1. SEE WALL TYPES FOR DESIGNATED
HIGH IMPACT ZONES
2. DRYVIT FLASHING TAPE SURFACE
CONDITIONER AND DRYVIT FLASHING
TAPE MAY BE USED IN LIEU OF DRYVIT
AQUAFLASH SYSTEM
NOTE:
1. DRYVIT FLASHING TAPE SURFACE
CONDITIONER AND DRYVIT FLASHING
TAPE MAY BE USED IN LIEU OF
DRYVIT AQUAFLASH SYSTEM
NOTE:
1. SEE WALL TYPES FOR DESIGNATED HIGH
IMPACT ZONES
2. AS AN OPTION, DRYVIT AQUFLASH SYSTEM
OR DRYVIT FLASHING TAPE SURFACE
CONDITIONER AND DRYVIT FLASHING TAPE
MAY BE USED TO PROVIDE ADDITIONAL
PROTECTION AT THE TOP OF A PARAPET
WALL
NOTE:
1. SEE WALL TYPES FOR DESIGNATED HIGH IMPACT ZONES
2. SEALENT JOINT IS REQUIRED FOR SUSPENDED SOFFITS. OPTIONAL FOR RIGIDLY FRAMED
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.11.2
DRYVIT OUTSULATION
DETAILS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
Author
07.19.18
07.19.18
SCALE: 1 1/2" = 1'-0"
EPS PREPARATIONS AT WALL PENETRATIONS
1
SCALE: 1" = 1'-0"
PREPARATION OF OPENING FOR NAIL-ON WINDOW
2 SCALE: 3" = 1'-0"
WINDOW HEAD
3
SCALE: 3" = 1'-0"
TERMINATION AT WATERPROOF DECK
4
SCALE: 1 1/2" = 1'-0"
PREPARATION AT PARAPET / WALL INTERSECTION
5 SCALE: 3" = 1'-0"
TERMINATION AT PARAPET- SOLID SUBSTRATE
6 SCALE: 6" = 1'-0"
VERTICAL WALL / SUSPENDED SOFFIT TRANSITION
7
NOT FOR CONSTRUCTION

45. NOTE:
1. SEE WALL TYPES FOR DESIGNATED HIGH IMPACT ZONES
2. EIFS EXPANSION JOINTS ARE REQUIRED IN CONTINUOUS ELEVATIONS AT
INTERVALS NOT EXCEEDING 75' (23 M)
NOTE:
1. SEE WALL TYPES FOR DESIGNATED HIGH IMPACT ZONES
2. USE OF THIS DETAIL IS LIMITED TO SLAB-ON-GRADE APPLICATIONS
3. INCORPORATE MEASURES TO PROTECT STRUCTURE FROM
MOISTURE INSTRUSION, DAMPNESS AND FROST HEAVE
8" MINIMUN
DRYVIT AQUAFLASH SYSTEM
COMPACTED SOIL SLOPED AWAY FROM
FOUNDATION FOR DRAINAGE
NOTE:
1. SEE WALL TYPES FOR DESIGNATED HIGH IMPACT ZONES
2. LOCATE EXTERNAL SEALANT JOINT WITHIN 2" OF SUBSTRATE JOINT
3. AS AN OPTION, THE REINFORCED BASE COAT MAY BE EXTENDED ONTO THE CONCRETE EDGE AND/OR FRAMING,
CREATING AN EDGE WRAP RATHER THAN BACK WRAP
EXPIRES 03.31.2018
ARCHITECT
PROJECT NO:
DRAWN BY:
ISSUE DATE:
REVISIONS:
A.11.3
DRYVIT OUTSULATION
DETAILS
DCES
CLASSROOM
BUILDING
9415
E
WRIGHTSTOWN
ROAD
TUCSON,
AZ
85715
2017-26
Author
07.19.18
07.19.18
SCALE: 3" = 1'-0"
VERTICAL EXPANSION JOINT
1 SCALE: 3" = 1'-0"
TERMINATION AT GRADE
3
SCALE: 6" = 1'-0"
THROUGH WALL EXPANSION JOINT
2
NOT FOR CONSTRUCTION