User manual | Roofing Plans - Fairfield-Suisun Unified School District

K.I. JONES ES - (4) CLASSROOMS
ROOFING REPLACEMENT
2001 WINSTON DRIVE, FAIRFIELD, CA 94534
aedis
architects
www.aedisarchitects.com
387 S. 1st Street, Suite 300
San Jose, CA 95113
tel: (408)-300-5160
fax: (408)-300-5121
PROJECT
K.I. JONES ES - (4)
CLASSROOMS
ROOFING
REPLACEMENT
FAIRFIELD - SUISUN UNIFIED SCHOOL DISTRICT
FAIRFIELD - SUISUN UNIFIED
SCHOOL DISTRICT
CONSTRUCTION DOCUMENTS
4/24/2017 6:05:51 PM
\\MICKEY\aedis server\Projects\Fairfield-Suisun\2017025 - KI Jone HS Reroof 4 Reloc\2017025 - Drawings\2017025 - KI Jones
ES Reroof 4 Reloc.rvt
ABBREVIATIONS
&
@
A.B.
ABV.
A.C.
ACT
ADJ.
A.F.F.
ALUM.
A.P.
APPROX.
ARCH.
AND
AT
ANCHOR BOLT
ABOVE
ASPHALTIC CONCRETE
ACOUSTIC TILE
ADJUSTABLE
ABOVE FINISHED FLOOR
ALUMINUM
ACCESS PANEL
APPROXIMATELY
ARCHITECT
BD.
BLDG.
BLKG.
BM
B.M.
BOT.
BTWN
B.W.
BOARD
BUILDING
BLOCKING
BEAM
BENCH MARK
BOTTOM
BETWEEN
BOTH WAYS
CAB.
C.B.
C.C or O.C.
CEM.
CER. TILE
C.G.
C.I.
C.J.
CLG.
CLKG.
CLR.
CMU
CNTR.
C.O.
COL.
CONC.
CONST.
CONT.
CONTR.
C.P.
CTR.
CTSK.
C.W.
CABINET
CATCH BASIN
CENTER TO CENTER
CEMENT
CERAMIC TILE
CORNER GUARD
CAST IRON
CONTROL JOINT
CEILING
CAULKING
CLEAR
CONCRETE MASONRY UNIT
COUNTER
CLEANOUT
COLUMN
CONCRETE
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CONCRETE PIPE
CENTER
COUNTER SUNK
COLD WATER
D.A.
DBL
D.F.
D.FIR
DTL.
DIA. or Ø
DIM.
DISP.
DN
DO
DR.
DS.
DWG.
DISABLED ACCESS
DOUBLE
DRINKING FOUNTAIN
DOUGLAS FIR
DETAIL
DIAMETER
DIMENSION
DISPOSAL
DOWN
DITTO
DOOR
DOWNSPOUT
DRAWING
(E)
E.
EA.
E.J.
ELEC.
EL.
ELEV.
ENCL.
EQ.
EQUIP.
E.W.
E.W.C.
EX.
EXP.
EXT.
EXISTING
EAST
EACH
EXPANSION JOINT
ELECTRIC or ELECTRICAL
ELEVATION
ELEVATOR
ENCLOSE and/or ENCLOSURE
EQUAL
EQUIPMENT
EACH WAY
ELECTRIC WATER COOLER
EXPANSION
EXPOSED
EXTERIOR
F.A.
F.D.
FDN.
F.E.
F.E.C.
F.H.
F.H.C.
F.H.S.M.S.
F.H.W.S.
FIN.
FL. or FLR.
F.O.C.
F.O.F.
F.O.M.
F.O.S.
F.S.
FT.
FTG.
FURR.
FIRE ALARM
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FIRE HYDRANT
FIRE HOSE CABINET
FLAT HEAD SHEET METAL SCREW
FLAT HEAD WOOD SCREW
FINISH
FLOOR
FACE OF CONCRETE
FACE OF FINISH
FACE OF MASONRY
FACE OF STUD
FINISH SLAB
FOOT OR FEET
FOOTING
FURRING
GA.
GALV.
G.B.
G.I.
GL.
GLU-LAM
GND.
GR.
GYP.
GAUGE
GALVANIZED
GRAB BAR
GALVANIZED IRON
GLASS
GLUE-LAMINATED
GROUND
GRADE
GYPSUM
H.B.
H.C.
HDWD.
HDWR.
H.M.
HORIZ.
HR.
HT.
HOSE BIBB
HOLLOW CORE
HARDWOOD
HARDWARE
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
SYMBOL LEGEND
BOARD OF TRUSTEES
JUDI HONEYCHURCH
DAVID C. ISOM
JONATHAN RICHARDSON
JOAN GAUT
JOHN SILVA
BETHANY SMITH
CHRIS WILSON
AARON ORETEGA-ANDRADE
(PRESIDENT)
(VICE PRESIDENT)
(CLERK)
(MEMBER)
(MEMBER)
(MEMBER)
(MEMBER)
(STUDENT BOARD MEMBER)
KATHY MARIANNO
PAT SHAMANSKY
(MEMBER)
(SECRATARY)
MAXIMUM
MACHINE BOLT
MECHANICAL
MANUFACTURER
MANHOLE
MINIMUM
MIRROR
MISCELLANEOUS
MASONRY OPENING
MACHINE SCREW
MOUNTED
METAL
MULLION
(N)
N.
N.I.C.
NO. or #
NOM.
N.T.S.
NEW
NORTH
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
OBS.
O.C.
OCC.
O.D.
O.F.O.S.
O.F.C.I.
O.H.
OPNG.
OPP.
OBSCURE
ON CENTER
OCCUPANT(CY)
OVERFLOW DRAIN and/or OUTSIDE DIAMETER
OUTSIDE FACE OF STUD
OWNER FURNISHED and CONTRACTOR INSTALLED
OPPOSITE HAND
OPENING
OPPOSITE
P.A.F.
PL
P.L.
P. LAM
PLAS.
PLYWD.
PR.
PTD.
PTN.
POWDER ACTUATED FASTENER
PLATE
PROPERTY LINE
PLASTIC LAMINATE
PLASTER
PLYWOOD
PAIR
PAINTED
PARTITION
Q.T.
QUARRY TILE
R. or RAD.
R.C.P.
R.D.
R.E.
REF.
REINF.
REQ'D
R.H.M.S.
R.H.W.S.
RM.
R.O.
RWD.
R.W.L.
RADIUS
REINFORCED CONCRETE PIPE
ROOF DRAIN
RIM ELEVATION
REFERENCE
REINFORCING
REQUIRED
ROUND HEAD METAL SCREW
ROUND HEAD WOOD SCREW
ROOM
ROUGH OPENING
REDWOOD
RAIN WATER LEADER
S
S.A.D.
S.C.
S.C.D.
SCHED.
S.E.D.
S.F.
SHEATH.
SHT.
SIM.
S.L.D.
S.M.
S.M.D.
S.M.S.
S.O.V.
S.P.D.
SPEC.
SQ. or Ø
S.S.
S.S.D.
STAG.
STD.
STL.
STOR.
STRUCT.
S.T.S.M.S.
SUSP.
SOUTH
SEE ARCHITECTURAL DRAWINGS
SOLID CORE
SEE CIVIL DRAWINGS
SCHEDULE
SEE ELECTRICAL DRAWINGS
SQUARE FEET
SHEATHING
SHEET
SIMILAR
SEE LANDSCAPE DRAWINGS
SHEET METAL
SEE MECHANICAL DRAWINGS
SHEET METAL SCREW
SHUT OFF VALVE
SEE PLUMBING DRAWINGS
SPECIFICATIONS
SQUARE
STAINLESS STEEL
SEE STRUCTURAL DRAWINGS
STAGGERED
STANDARD
STEEL
STORAGE
STRUCTURAL
SELF TAPPING SHEET METAL SCREW
SUSPENDED
T.& G.
TEL.
TERR.
THRES.
T.J.
T.O.B.
T.O.C.
T.O.S.
T.O.W.
TYP.
TONGUE & GROOVE
TELEPHONE
TERRAZZO
THRESHOLD
TOOLED JOINT
TOP OF BEAM
TOP OF CURB or CONCRETE
TOP OF STEEL or SLAB
TOP OF WALL
TYPICAL
U.O.N.
UNLESS OTHERWISE NOTED
VERT.
V.C.P.
V.C.T.
V.G.
V.I.F.
V.T.R.
V.W.C.
VERTICAL
VITRIFIED CLAY PIPE
VINYL COMPOSITION TILE
VERTICAL GRAIN
VERIFY IN FIELD
VENT THROUGH ROOF
VINYL WALL COVERING
NFPA 17-A
STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS
2017 EDITION
NFPA 20
STANDARD FOR THE INSTALLATION OF
STATIONARY PUMPS FOR FIRE PROTECTION
2016 EDITION
NFPA 22
STANDARD FOR WATER TANKS FOR PRIVATE FIRE PROTECTION
2013 EDITION
W
W/
W.C.
WD.
W.H.
W/O
W.O.
WP.
W. PT.
W.R.
WT.
WEST
WITH
WATER CLOSET
WOOD
WATER HEATER
WITHOUT
WHERE OCCURS
WATERPROOF / WEATHERPROOF
WORKING POINT
WATER RESISTANT
WEIGHT
NFPA 24
STANDARD FOR THE INSTALLATION OF
PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES
2016 EDITION
NFPA 72
NATIONAL FIRE ALARM AND SIGNALING CODE
2016 EDITION
NFPA 80
STANDARD FOR FIRE DOOR AND OTHER OPENING PROTECTIVES
JAN.
JT
JANITOR
JOINT
Y
K.D.
KILN DRIED
Z
LAB.
LAM.
LAV.
LKR.
LT.
LABORATORY
LAMINATE
LAVATORY
LOCKER
LIGHT
T1
A5.01
A9.01
REFER TO ARCHITECTURAL FLOR PLAN SHEETS AND CONSULTANT DRAWINGS FOR ADDITIONAL
SYMBOLS AND REFERENCE DESIGNATIONS
DIMENSION REFERENCE
10"
10"
DISTRICT SUPERINTENDANT
KRIS COREY
TITLE SHEET
PORTABLES ROOF PLANS
EXTERIOR DETAILS - ROOF
MATERIALS REFERENCE
FACE OF OBJECT
EARTH
GRAVEL / ROCK
CENTER LINE OF
OBJECT
CONCRETE
OWNER
STAMP
CONCRETE BLOCK (CMU)
TAGS AND MARKERS
FAIRFIELD SUISUN UNIFIED SCHOOL DISTRICT
2001 WINSTON DRIVE
FAIRFIELD, CA 94543
PHONE: (707) 399-5148
CONTACT: PAUL SPEED
SAND, GROUT, OR PLASTER
PLAN REFERECE GRID
0
STEEL
PLYWOOD
STRUCTURAL GRID LINE
INSIDE DIAMETER
INSULATION
INTERIOR
INVERT
DRAWING INDEX
LOCATION MAP
ARCHITECTURAL
MAX.
M.B.
MECH.
MFR.
M.H.
MIN.
MIR.
MISC.
M.O.
M.S.
MTD.
MTL.
MUL.
I.D.
INSUL.
INT.
INV.
CONSULTANT
WOOD, CONTINUOUS MEMBER
WOOD, BLOCKING
STATE
WOOD, FINISH GRADE
REVISION MARKER
1
CABINET TYPES
PLAN KEY NOTES
APPLICABLE CODES
1
2016 BUILDING STANDARDS ADMINISTRATION CODE (PART 1, TITLE 24, CCR)
2
2016 CALIFORNIA BUILDING CODE (PART 2, VOLUMES 1 AND 2, TITLE 24, CCR)
3
2016 CALIFORNIA ELECTRICAL CODE (PART 3, TITLE 24, CCR)
4
2016 CALIFORNIA MECHANICAL CODE (PART 4, TITLE 24, CCR)
5
2016 CALIFORNIA PLUMBING CODE (PART 5, TITLE 24, CCR)
6
2016 CALIFORNIA ENERGY CODE (PART 6, TITLE 24, CCR)
7
2016 CALIFORNIA FIRE CODE (PART 9, TITLE 24, CCR)
8
2016 CALGREEN BUILDING STANDARDS CODE (PART 11, TITLE 24, CCR)
9
2016 CALIFORNIA REFERENCED STANDARDS CODE (PART 12, TITLE 24, CCR)
10
TITLE 19, CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS
Room name
101
1
101a
ROOM LABEL
ROOM NAME
ROOM NUMBER
WALL TYPE MARKER
PC
- PREFINISHED CABINETS
PM
- PREFINISHED MOBILE CABINETS
PR
- PREFINISHED MOVEABLE CABINETS
PU
- PREFINISHED UTILITY CABINETS
PS
- SCIENCE CABINETS
2001 WINSTON DRIVE, FAIRFIELD, CA 94543
BUILDING KEY
REVISIONS
No.
NOTE: REFER TO SPECIFICATIONS FOR SPECIFIC
CABINET TYPE REQUIREMENTS.
DOOR ID
DOOR DESIGNATION
ROOM NUMBER
SECTION REFERENCE
Description
AREA OF WORK
SECTION NUMBER
CENTER LINE
1
XX-1
FINISH TAG
XX-1
FLOOR FINISH TAG
SIM
A12.08
REFERENCE LABEL
WHERE OCCURES
SHEET NUMBER
DETAIL REFERENCE
DETAIL NUMBER
REFERENCE STANDARDS
1
A12.08
SIM
REFERENCE LABEL
WHERE OCCURES
PARTIAL LIST OF APPLICABLE STANDARDS (AS REFERENCED IN 2016 CBC - CHAPTER 35 & CFC):
SHEET NUMBER
ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 36)
2010 EDITION
2016 SAFETY CODE FOR ELEVATORS AND ESCALATORS
(ASME A17.1-2016/CSA B44-16)
2016 EDITION
NFPA 13
STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS
2016 EDITION
NFPA 14
STANDARD FOR THE INSTALLATION OF STANDPIPE AND HOSE SYSTEMS
2016 EDITION
NFPA 17
STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS
2017 EDITION
ASME 17.1
GENERAL NOTES
1.
2.
3.
4.
5.
2016 EDITION
6.
NFPA 110
STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS
2016 EDITION
NFPA 253
STANDARD METHOD OF TEST FOR CRITICAL RADIANT FLUX OF
FLOOR COVERING SYSTEMS USING A RADIANT HEAT ENERGY SOURCE
2015 EDITION
NFPA 2001
STANDARD ON CLEAN AGENT FIRE EXTINGUISHER SYSTEMS
2015 EDITION
ICC 300
BLEACHERS, FOLDING AND TELESCOPIC SEATING AND GRANDSTANDS
2012 EDITION
X
3.
4.
5.
6.
7.
8.
9.
10.
11.
MILESTONES
SD
DD
REROOFING SCOPE OF WORK
50% CD
90% CD
DSA SUB
SHEET
TITLE SHEET
EXISTING CONDITIONS
ADMINISTRATIVE REQUIREMENTS
1.
2.
PRIOR TO BIDDING, THE GENERAL CONTRACTOR SHALL VISIT & INSPECT THE SITE TO FAMILIARIZE
THEMSELVES WITH THE EXISTING CONDITIONS AFFECTING THE NEW WORK. THE GENERAL
CONTRACTOR SHALL NOT DISPUTE, COMPLAIN, OR ASSERT THAT THERE IS ANY
MISUNDERSTANDING IN REGARDS TO LOCATION, EXTENT, NATURE, OR AMOUNT OF WORK TO BE
PERFORMED UNDER THIS CONTRACT DUE TO THE CONTRACTOR'S FAILURE TO INSPECT THE
SITE AND/OR FAILURE TO INSPECT THE CONTRACT DOCUMENTS.
THE GENERAL CONTRACTOR & SUBCONTRACTORS ARE RESPONSIBLE FOR LOCATING &
VERIFYING ALL EXISTING UNDERGROUND UTILITIES IN ALL AREAS OF THE NEW WORK PRIOR TO
COMMENCEMENT OF EXCAVATION. EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE
APPROXIMATE ROUTING LOCATIONS AS BEST DETERMINED FROM EXISTING DRAWINGS & BY THE
SCHOOL DISTRICT, BUT SHOULD NOT BE CONSTRUED TO REPRESENT ALL EXISTING UTILITIES.
ANY ALTERATIONS OF EXISTING FACILITIES TO ACCOMMODATE THE INSTALLATION OF NEW WORK
SHALL BE REVIEWED BY THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.
ALL EXISTING FINISHES OR MATERIALS DAMAGED OR DEMOLISHED DUE TO NEW CONSTRUCTION
SHALL BE RESTORED TO THEIR ORIGINAL STATE OR REPLACED WITH NEW MATERIALS FINISHED
TO MATCH EXISTING.
CONTRACTOR SHALL COORDINATE ALL WORK TO AVOID DISRUPTION OF STUDENTS OR
TEACHERS DURING SCHOOL HOURS. ANY DISRUPTION OF POWER, TELEPHONE, OR HVAC
SYSTEMS MUST BE COORDINATED AND APPROVED BY THE DISTRICT REPRESENTATIVE PRIOR TO
ANY WORK COMMENCING.
COMPLIANCE WITH CFC CHAPTER 33 (FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION)
AND CBC CHAPTER 33 (SAFEGUARDS DURING CONSTRUCTION) WILL BE ENFORCED.
A COPY OF PART 1 AND 2 CCR SHALL BE KEPT ON SITE AT ALL TIMES.
ALL CONSTRUCTION CHANGE DOCUMENTS AND ADDENDA TO BE SIGNED BY AND APPROVED BY THE
ARCHITECT AND OWNER.
ALL TESTS TO CONFORM TO THE REQUIREMENTS OF SECTION 4-335.
TESTS OF MATERIALS AND TESTING LABORATORY SHALL BE IN ACCORDANCE WITH SECTION 4-335.
DSA SHALL BE NOTIFIED AT THE START OF CONSTRUCTION AND PRIOR TO PLACEMENT OF
CONCRETE PER SECTION 4-331.
INSPECTOR SHALL BE APPROVED BY DSA. INSPECTOR SHALL BE IN ACCORDANCE WITH SECTION 4333(b). THE DUTY OF THE INSPECTOR SHALL BE IN ACCORDANCE WITH SECTION 4-342.
SUPERVISION OF CONSTRUCTION BY DSA SHALL BE IN ACCORDANCE WITH 4-334.
CONTRACTOR, INSPECTOR, ARCHITECT, AND ENGINEERS SHALL SUBMIT VERIFIED REPORTS (FORM
6) IN ACCORDANCE WITH SECTION 4-336 AND 4-343.
THE ARCHITECT AND THE STRUCTURAL ENGINEERS SHALL PERFORM THEIR DUTIES IN ACCORDANCE
WITH SECTIONS 4-333(a) AND 4-341.
THE CONTRACTOR SHALL PERFORM HIS DUTIES IN ACCORDANCE WITH SECTION 4-343.
DSA IS NOT SUBJECT TO ARBITRATION.
1. TYPE OF EXISTING CONSTRUCTION:
2. NUMBER OF FLOORS:
3. NUMBER OF BASEMENTS:
4. FULLY SPRINKLERED BUILDING:
5. EXISTING OCCUPANCY GROUP:
6. BUILDING AREA IN SQ. FT:
7. YEAR BUILT:
V
1
NONE
NO
E, A & B
±4,670 SQ. FT.
SCOPE OF WORK
1. REMOVE EXISTING PORTABLES ROOFING SYSTEM TO EXISTING PLYWOOD DECK AND
PROVIDE NEW BUILT UP ROOFING FINISH.
2. REPLACE EXISTING DRYROT AT VARIOUS LOCATIONS
DEFERRED APPROVAL
DATE
NONE.
JOB #
04/24/2017
2017025
SHEET #
T1
Date
GENERAL SHEET NOTES
A
CONTRACTOR TO PROTECT (E) FLASHING WHENEVER POSSIBLE FOR RE-USE. IF (E) FLASHING IS
COMPREISED DUE TO NEW WORK, CONTRACTOR SHALL REPAIR AND RESEAL FLASHING TO ENSURE
LONG-TERM WEATHER PROTECTION. ANY UNREPAIRABLE WORK SHALL BE REPLACED IN
ACCORDANCE TO ORIGINAL CONSTRUCTION. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS
PRIOR TO PERFORMING ANY WORK.
aedis
architects
www.aedisarchitects.com
B
387 S. 1st Street, Suite 300
CONTRACTOR TO PATCH AND REPAIR EXISTING CONDITIONS AND FINISHES IMPACTED BY NEW
WORK TO MATCH EXISTING ADJACENT GRADE AND FINISHES UNLESS OTHERWISE NOTED.
San Jose, CA 95113
tel: (408)-300-5160
C
ALL NEW SHEET METAL COUNTERFLASHING SHALL BE A MIN. 24 GA. GALVANIZED STEEL
D
PROVIDE TAPERED INSULATION (TO COMPLY W/ FLAME SPREAD AND SMOKE DENSITY
REQUIREMENTS OF CBC 707.3) TO SLOPE TO DRAIN.
E
SIZE OF MECHANICAL EQUIPMENT PADS ARE FOR REFERENCE ONLY. THE CONTRACTOR SHALL
VERIFY REQUIRED PAD DIMENSION WITH EQUIPMENT MANUFACTURER.
fax: (408)-300-5121
PROJECT
F
ROOF CRICKETS, WHERE INDICATED, SHALL BE PROVIDED AS REQUIRED TO ENSURE A MINIMUM
1/4” PER FOOT VALLEY SLOPE. COORDINATE LOCATIONS OF CRICKETS WITH ROOFTOP EQUIPMENT.
G
TEMPORARY REMOVAL OF EQUIPMENT TO PERFORM NEW WORK SHALL BE COORDINATED
DIRECTLY WITH THE FACILITY AND IS NOT ALLOWED FOR EQUIPMENT WEIGHING 400LBS OR
GREATER. ALL EQUIPMENT MUST BE RESECURED PER ORIGINAL APPROVED CONSTRUCTION.
H
SLOPE AT NEW ROOFING SHALL BE 1/4:12 MINIMUM THROUGHOUT
I
CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTION AGAINST INCLEMENT WEATHER FOR
EXPOSED CONDITIONS RESULTING FROM WORK IN PROGRESS AT ANY GIVEN TIME AND SHALL
SEQUENCE WORK ACCORDINGLY.
J
CONTRACTOR SHALL PROTECT ALL EXISTING EQUIPMENT, LINES AND FINISHES TO REMAIN.
K
REFER TO SHEET A9.01 FOR ADDITIONAL INFORMATION AND SCOPE OF WORK ASSOCIATED WITH
NEW ROOFING INCLUDING TRANSITIONS TO EXISTING ITEMS TO REMAIN.
L
REMOVE (E) 3/4" PLYWOOD AND REPLACE WITH (N) 3/4" PLYWOOD 4'-0" X 8'-0" T.G. JOINTS.
(E) MECHANICAL EQUIPMENT AND CURB
(E) GAS LINE
(E) GUTTER. SEE DETAIL 01/A9.01
(E) SHUT OFF VALVE SWITCH
(E) CONDENSATE LINE
REMOVE (E) DRY ROT TO NEAREST PANEL EDGE AND REPLACE FULL PANEL W/ NEW TO
MATCH EXISTING
REMOVE (E) B.U.R. TO (E) 3/4" PLYWOOD DECK AND REPLACE W/ MODIFIED B.U.R. SYSTEM
7
30' - 0"
2"
30' - 0"
2"
30' - 0"
2"
FAIRFIELD - SUISUN UNIFIED
SCHOOL DISTRICT
CONSULTANT
ROOF PLAN KEYNOTES
1
2
3
4
5
6
K.I. JONES ES - (4)
CLASSROOMS
ROOFING
REPLACEMENT
30' - 0"
STAMP
2
A9.01
STATE
1
6
6
A9.01
1
A9.01
21
22
23
24
38' - 10 7/8"
3
(E) 1/8=12 SLOPE
CLASSROOM
(E) 1/8=12 SLOPE
CLASSROOM
(E) 1/8=12 SLOPE
CLASSROOM
(E) 1/8=12 SLOPE
CLASSROOM
4
7
No. Description
Date
4
7
1
REVISIONS
7
1
1
3
TYP
1
7
4/24/2017 6:05:51 PM
\\MICKEY\aedis server\Projects\Fairfield-Suisun\2017025 - KI Jone HS Reroof 4 Reloc\2017025 - Drawings\2017025 - KI Jones
ES Reroof 4 Reloc.rvt
A9.01
2
2
2
2
4
4
MILESTONES
6
SD
DD
50% CD
5
90% CD
5
5
KEY PLAN
5
DSA SUB
AREA OF WORK
3 TYP.
SHEET
1
A9.01
PORTABLES ROOF
PLANS
N
PLAN - CLASSROOMS 21, 22, 23 & 24
1 ROOF
SCALE: 1/4" = 1'-0"
N
DATE
REROOFING SCOPE OF WORK
04/24/2017
JOB #
2017025
SHEET #
A5.01
aedis
architects
ARMIJO HIGH SCHOOL GYM
ROOFING REPLACEMENT
www.aedisarchitects.com
387 S. 1st Street, Suite 300
San Jose, CA 95113
tel: (408)-300-5160
fax: (408)-300-5121
PROJECT
ARMIJO HIGH
SCHOOL GYM
ROOFING
REPLACEMENT
824 WASHINGTON STREET, FAIRFIELD, CA. 94533
FAIRFIELD-SUISUN UNIFIED SCHOOL DISTRICT
FAIRFIELD-SUISUN UNIFIED
SCHOOL DISTRICT
CONSTRUCTION DOCUMENTS
4/24/2017 6:08:18 PM
C:\Users\jbrown\Documents\2017026 - Armijo HS Reroof at Gym (CENTRAL)_jbrown36UXL.rvt
ABBREVIATIONS
&
@
A.B.
ABV.
A.C.
ACT
ADJ.
A.F.F.
ALUM.
A.P.
APPROX.
ARCH.
AND
AT
ANCHOR BOLT
ABOVE
ASPHALTIC CONCRETE
ACOUSTIC TILE
ADJUSTABLE
ABOVE FINISHED FLOOR
ALUMINUM
ACCESS PANEL
APPROXIMATELY
ARCHITECT
BD.
BLDG.
BLKG.
BM
B.M.
BOT.
BTWN
B.W.
BOARD
BUILDING
BLOCKING
BEAM
BENCH MARK
BOTTOM
BETWEEN
BOTH WAYS
CAB.
C.B.
C.C or O.C.
CEM.
CER. TILE
C.G.
C.I.
C.J.
CLG.
CLKG.
CLR.
CMU
CNTR.
C.O.
COL.
CONC.
CONST.
CONT.
CONTR.
C.P.
CTR.
CTSK.
C.W.
CABINET
CATCH BASIN
CENTER TO CENTER
CEMENT
CERAMIC TILE
CORNER GUARD
CAST IRON
CONTROL JOINT
CEILING
CAULKING
CLEAR
CONCRETE MASONRY UNIT
COUNTER
CLEANOUT
COLUMN
CONCRETE
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CONCRETE PIPE
CENTER
COUNTER SUNK
COLD WATER
D.A.
DBL
D.F.
D.FIR
DTL.
DIA. or Ø
DIM.
DISP.
DN
DO
DR.
DS.
DWG.
DISABLED ACCESS
DOUBLE
DRINKING FOUNTAIN
DOUGLAS FIR
DETAIL
DIAMETER
DIMENSION
DISPOSAL
DOWN
DITTO
DOOR
DOWNSPOUT
DRAWING
(E)
E.
EA.
E.J.
ELEC.
EL.
ELEV.
ENCL.
EQ.
EQUIP.
E.W.
E.W.C.
EX.
EXP.
EXT.
EXISTING
EAST
EACH
EXPANSION JOINT
ELECTRIC or ELECTRICAL
ELEVATION
ELEVATOR
ENCLOSE and/or ENCLOSURE
EQUAL
EQUIPMENT
EACH WAY
ELECTRIC WATER COOLER
EXPANSION
EXPOSED
EXTERIOR
F.A.
F.D.
FDN.
F.E.
F.E.C.
F.H.
F.H.C.
F.H.S.M.S.
F.H.W.S.
FIN.
FL. or FLR.
F.O.C.
F.O.F.
F.O.M.
F.O.S.
F.S.
FT.
FTG.
FURR.
FIRE ALARM
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FIRE HYDRANT
FIRE HOSE CABINET
FLAT HEAD SHEET METAL SCREW
FLAT HEAD WOOD SCREW
FINISH
FLOOR
FACE OF CONCRETE
FACE OF FINISH
FACE OF MASONRY
FACE OF STUD
FINISH SLAB
FOOT OR FEET
FOOTING
FURRING
GA.
GALV.
G.B.
G.I.
GL.
GLU-LAM
GND.
GR.
GYP.
GAUGE
GALVANIZED
GRAB BAR
GALVANIZED IRON
GLASS
GLUE-LAMINATED
GROUND
GRADE
GYPSUM
H.B.
H.C.
HDWD.
HDWR.
H.M.
HORIZ.
HR.
HT.
HOSE BIBB
HOLLOW CORE
HARDWOOD
HARDWARE
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
I.D.
INSUL.
INT.
INV.
INSIDE DIAMETER
INSULATION
INTERIOR
INVERT
JAN.
JT
JANITOR
JOINT
K.D.
KILN DRIED
LAB.
LAM.
LAV.
LKR.
LT.
LABORATORY
LAMINATE
LAVATORY
LOCKER
LIGHT
SYMBOL LEGEND
GOVERNING BOARD
MAX.
M.B.
MECH.
MFR.
M.H.
MIN.
MIR.
MISC.
M.O.
M.S.
MTD.
MTL.
MUL.
MAXIMUM
MACHINE BOLT
MECHANICAL
MANUFACTURER
MANHOLE
MINIMUM
MIRROR
MISCELLANEOUS
MASONRY OPENING
MACHINE SCREW
MOUNTED
METAL
MULLION
(N)
N.
N.I.C.
NO. or #
NOM.
N.T.S.
NEW
NORTH
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
OBS.
O.C.
OCC.
O.D.
O.F.O.S.
O.F.C.I.
O.H.
OPNG.
OPP.
OBSCURE
ON CENTER
OCCUPANT(CY)
OVERFLOW DRAIN and/or OUTSIDE DIAMETER
OUTSIDE FACE OF STUD
OWNER FURNISHED and CONTRACTOR INSTALLED
OPPOSITE HAND
OPENING
OPPOSITE
P.A.F.
PL
P.L.
P. LAM
PLAS.
PLYWD.
PR.
PTD.
PTN.
POWDER ACTUATED FASTENER
PLATE
PROPERTY LINE
PLASTIC LAMINATE
PLASTER
PLYWOOD
PAIR
PAINTED
PARTITION
Q.T.
QUARRY TILE
R. or RAD.
R.C.P.
R.D.
R.E.
REF.
REINF.
REQ'D
R.H.M.S.
R.H.W.S.
RM.
R.O.
RWD.
R.W.L.
RADIUS
REINFORCED CONCRETE PIPE
ROOF DRAIN
RIM ELEVATION
REFERENCE
REINFORCING
REQUIRED
ROUND HEAD METAL SCREW
ROUND HEAD WOOD SCREW
ROOM
ROUGH OPENING
REDWOOD
RAIN WATER LEADER
S
S.A.D.
S.C.
S.C.D.
SCHED.
S.E.D.
S.F.
SHEATH.
SHT.
SIM.
S.L.D.
S.M.
S.M.D.
S.M.S.
S.O.V.
S.P.D.
SPEC.
SQ. or Ø
S.S.
S.S.D.
STAG.
STD.
STL.
STOR.
STRUCT.
S.T.S.M.S.
SUSP.
SOUTH
SEE ARCHITECTURAL DRAWINGS
SOLID CORE
SEE CIVIL DRAWINGS
SCHEDULE
SEE ELECTRICAL DRAWINGS
SQUARE FEET
SHEATHING
SHEET
SIMILAR
SEE LANDSCAPE DRAWINGS
SHEET METAL
SEE MECHANICAL DRAWINGS
SHEET METAL SCREW
SHUT OFF VALVE
SEE PLUMBING DRAWINGS
SPECIFICATIONS
SQUARE
STAINLESS STEEL
SEE STRUCTURAL DRAWINGS
STAGGERED
STANDARD
STEEL
STORAGE
STRUCTURAL
SELF TAPPING SHEET METAL SCREW
SUSPENDED
T.& G.
TEL.
TERR.
THRES.
T.J.
T.O.B.
T.O.C.
T.O.S.
T.O.W.
TYP.
TONGUE & GROOVE
TELEPHONE
TERRAZZO
THRESHOLD
TOOLED JOINT
TOP OF BEAM
TOP OF CURB or CONCRETE
TOP OF STEEL or SLAB
TOP OF WALL
TYPICAL
U.O.N.
UNLESS OTHERWISE NOTED
VERT.
V.C.P.
V.C.T.
V.G.
V.I.F.
V.T.R.
V.W.C.
VERTICAL
VITRIFIED CLAY PIPE
VINYL COMPOSITION TILE
VERTICAL GRAIN
VERIFY IN FIELD
VENT THROUGH ROOF
VINYL WALL COVERING
W
W/
W.C.
WD.
W.H.
W/O
W.O.
WP.
W. PT.
W.R.
WT.
WEST
WITH
WATER CLOSET
WOOD
WATER HEATER
WITHOUT
WHERE OCCURS
WATERPROOF / WEATHERPROOF
WORKING POINT
WATER RESISTANT
WEIGHT
JUDI HONEYCHURCH
DAVID C. ISOM
JONATHAN RICHARDSON
JOAN GAUT
JOHN SILVA
BETHANY SMITH
CHRIS WILSON
AARON ORTEGA-ANDRADE
DRAWING INDEX
LOCATION MAP
ARCHITECTURAL
REFER TO ARCHITECTURAL FLOOR PLAN SHEETS AND CONSULTANT DRAWINGS FOR ADDITIONAL
SYMBOLS AND REFERENCE DESIGNATIONS
(PRESIDENT)
(PRESIDENT-ELECT)
(CLERK)
(MEMBER)
(MEMBER)
(MEMBER)
(MEMBER)
(STUDENT MEMBER)
DIMENSION REFERENCE
10"
DISTRICT SUPERINTENDANT
KRIS COREY
10"
T1
A1.02
A9.01
MATERIALS REFERENCE
FACE OF OBJECT
CONSULTANT
TITLE SHEET
PARTIAL SITE PLAN & ROOF PLAN
EXTERIOR DETAILS - ROOF
EARTH
GRAVEL / ROCK
CENTER LINE OF
OBJECT
CONCRETE
OWNER
CONCRETE BLOCK (CMU)
FAIRFIELD SUISUN UNIFIED SCHOOL DISTRICT
2001 WINSTON DRIVE
FAIRFIELD, CA 94543
PHONE: (707) 399-5148
CONTACT: PAUL SPEED
TAGS AND MARKERS
STAMP
SAND, GROUT, OR PLASTER
PLAN REFERECE GRID
0
STEEL
PLYWOOD
STRUCTURAL GRID LINE
WOOD, CONTINUOUS MEMBER
WOOD, BLOCKING
WOOD, FINISH GRADE
REVISION MARKER
1
PLAN KEY NOTES
Room name
101
1
101a
STATE
CABINET TYPES
ROOM LABEL
ROOM NAME
ROOM NUMBER
WALL TYPE MARKER
PC
- PREFINISHED CABINETS
PM
- PREFINISHED MOBILE CABINETS
PR
- PREFINISHED MOVEABLE CABINETS
PU
- PREFINISHED UTILITY CABINETS
PS
- SCIENCE CABINETS
BUILDING KEY
NOTE: REFER TO SPECIFICATIONS FOR SPECIFIC
CABINET TYPE REQUIREMENTS.
DOOR ID
DOOR DESIGNATION
ROOM NUMBER
REVISIONS
No.
SECTION REFERENCE
SECTION NUMBER
CENTER LINE
1
XX-1
FINISH TAG
XX-1
FLOOR FINISH TAG
SIM
A12.08
REFERENCE LABEL
WHERE OCCURES
T2
CAF
T1
SHEET NUMBER
T5
DETAIL REFERENCE
APPLICABLE CODES
T6
DETAIL NUMBER
1
2016 BUILDING STANDARDS ADMINISTRATION CODE (PART 1, TITLE 24, CCR)
2
2016 CALIFORNIA BUILDING CODE (PART 2, VOLUMES 1 AND 2, TITLE 24, CCR)
3
2016 CALIFORNIA ELECTRICAL CODE (PART 3, TITLE 24, CCR)
4
2016 CALIFORNIA MECHANICAL CODE (PART 4, TITLE 24, CCR)
5
2016 CALIFORNIA PLUMBING CODE (PART 5, TITLE 24, CCR)
6
2016 CALIFORNIA ENERGY CODE (PART 6, TITLE 24, CCR)
7
2016 CALIFORNIA FIRE CODE (PART 9, TITLE 24, CCR)
8
2016 CALGREEN BUILDING STANDARDS CODE (PART 11, TITLE 24, CCR)
9
2016 CALIFORNIA REFERENCED STANDARDS CODE (PART 12, TITLE 24, CCR)
10
TITLE 19, CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS
1
A12.08
1.
2.
3.
4.
5.
6.
7.
ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 36) 2010 EDITION
2017 EDITION
8.
NFPA 17-A
STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS
2017 EDITION
NFPA 72
NATIONAL FIRE ALARM AND SIGNALING CODE
2016 EDITION
NFPA 80
STANDARD FOR FIRE DOOR AND OTHER OPENING PROTECTIVES
2016 EDITION
9.
X
NFPA 110
STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS
2016 EDITION
10.
Y
NFPA 253
STANDARD METHOD OF TEST FOR CRITICAL RADIANT FLUX OF
FLOOR COVERING SYSTEMS USING A RADIANT HEAT ENERGY SOURCE
2015 EDITION
STANDARD ON CLEAN AGENT FIRE EXTINGUISHER SYSTEMS
2015 EDITION
Z
NFPA 2001
11.
12.
ADMINISTRATIVE REQUIREMENTS
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
REFERENCE LABEL
WHERE OCCURES
GENERAL NOTES
PARTIAL LIST OF APPLICABLE STANDARDS (AS REFERENCED IN 2016 CBC - CHAPTER 35 & CFC):
STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS
SIM
SHEET NUMBER
REFERENCE STANDARDS
NFPA 17
Description
A COPY OF PART 1 AND 2 CCR SHALL BE KEPT ON SITE AT ALL TIMES.
ALL CONSTRUCTION CHANGE DOCUMENTS AND ADDENDA TO BE SIGNED BY AND APPROVED BY THE
ARCHITECT AND OWNER.
ALL TESTS TO CONFORM TO THE REQUIREMENTS OF SECTION 4-335.
TESTS OF MATERIALS AND TESTING LABORATORY SHALL BE IN ACCORDANCE WITH SECTION 4-335.
DSA SHALL BE NOTIFIED AT THE START OF CONSTRUCTION AND PRIOR TO PLACEMENT OF
CONCRETE PER SECTION 4-331.
INSPECTOR SHALL BE APPROVED BY DSA. INSPECTOR SHALL BE IN ACCORDANCE WITH SECTION 4333(b). THE DUTY OF THE INSPECTOR SHALL BE IN ACCORDANCE WITH SECTION 4-342.
SUPERVISION OF CONSTRUCTION BY DSA SHALL BE IN ACCORDANCE WITH 4-334.
CONTRACTOR, INSPECTOR, ARCHITECT, AND ENGINEERS SHALL SUBMIT VERIFIED REPORTS (FORM
6) IN ACCORDANCE WITH SECTION 4-336 AND 4-343.
THE ARCHITECT AND THE STRUCTURAL ENGINEERS SHALL PERFORM THEIR DUTIES IN ACCORDANCE
WITH SECTIONS 4-333(a) AND 4-341.
THE CONTRACTOR SHALL PERFORM HIS DUTIES IN ACCORDANCE WITH SECTION 4-343.
DSA IS NOT SUBJECT TO ARBITRATION.
ITEMS OF A CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, OR ELECTRICAL NATURE MAY NOT
APPEAR ON THE ARCHITECTURAL DRAWINGS. SEE APPROPRIATE DRAWINGS FOR THESE ITEMS.
DIVISION OF THE STATE ARCHITECT (DSA) APPROVAL OF THIS APPLICATION DOES NOT INCLUDE
FUTURE OR N.I.C. ITEMS.
ALL DEFERRED APPROVAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND THE APPROPRIATE
CONSULTING ENGINEER FOR REVIEW & APPROVAL PRIOR TO SUBMITTING TO DSA FOR CHECKING &
APPROVAL.
THE FIRE SUPPRESSION SYSTEM, I.E. AUTOMATIC SPRINKLERS, HOOD-DUCT SYSTEM, WET
STANDPIPES, AND HYDRANTS SHALL NOT BE INSTALLED UNTIL SHOP DRAWINGS HAVE BEEN
APPROVED BY THE FIRE & LIFE SAFETY SECTION AT DSA.
THE FIRE PROTECTION SIGNALING SYSTEM SHALL NOT BE INSTALLED UNTIL SHOP DRAWINGS,
INCLUDING FIRE MARSHAL LISTING NUMBER FOR EACH COMPONENT OF THE SYSTEM, HAS BEEN
SUBMITTED AND APPROVED BY THE STATE FIRE MARSHAL AT DSA.
FOOD HANDLING FACILITIES SHALL COMPLY WITH ALL LOCAL HEALTH DEPARTMENT REQUIREMENTS
& CALIFORNIA UNIFORM RETAIL FOOD FACILITIES LAW.
PRIOR TO BIDDING, THE GENERAL CONTRACTOR SHALL VISIT & INSPECT THE SITE TO FAMILIARIZE
THEMSELVES WITH THE EXISTING CONDITIONS AFFECTING THE NEW WORK. THE GENERAL
CONTRACTOR SHALL NOT DISPUTE, COMPLAIN, OR ASSERT THAT THERE IS ANY
MISUNDERSTANDING IN REGARDS TO LOCATION, EXTENT, NATURE, OR AMOUNT OF WORK TO BE
PERFORMED UNDER THIS CONTRACT DUE TO THE CONTRACTOR'S FAILURE TO INSPECT THE SITE
AND/OR FAILURE TO INSPECT THE CONTRACT DOCUMENTS.
THE GENERAL CONTRACTOR & SUBCONTRACTORS ARE RESPONSIBLE FOR LOCATING & VERIFYING
ALL EXISTING UNDERGROUND UTILITIES IN ALL AREAS OF THE NEW WORK PRIOR TO
COMMENCEMENT OF EXCAVATION. EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE
APPROXIMATE ROUTING LOCATIONS AS BEST DETERMINED FROM EXISTING DRAWINGS & BY THE
SCHOOL DISTRICT, BUT SHOULD NOT BE CONSTRUED TO REPRESENT ALL EXISTING UTILITIES.
ANY ALTERATIONS OF EXISTING FACILITIES TO ACCOMMODATE THE INSTALLATION OF NEW WORK
SHALL BE REVIEWED BY THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.
ALL EXISTING FINISHES OR MATERIALS DAMAGED OR DEMOLISHED DUE TO NEW CONSTRUCTION
SHALL BE RESTORED TO THEIR ORIGINAL STATE OR REPLACED WITH NEW MATERIALS FINISHED TO
MATCH EXISTING.
CONTRACTOR SHALL COORDINATE ALL WORK TO AVOID DISRUPTION OF STUDENTS OR TEACHERS
DURING SCHOOL HOURS. ANY DISRUPTION OF POWER, TELEPHONE, OR HVAC SYSTEMS MUST BE
COORDINATED AND APPROVED BY THE DISTRICT REPRESENTATIVE PRIOR TO ANY WORK
COMMENCING.
COMPLIANCE WITH CFC CHAPTER 33 (FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION) AND
CBC CHAPTER 33 (SAFEGUARDS DURING CONSTRUCTION) WILL BE ENFORCED.
BL
SG
T3
T4
MILESTONES
MAIN GYM
GM2
S
N
GL
SHEET
TITLE SHEET
AREA OF WORK
EXISTING CONSTRUCTION TO REMAIN
EXISTING CONDITIONS
1. TYPE OF EXISTING CONSTRUCTION:
2. NUMBER OF FLOORS:
3. NUMBER OF BASEMENTS:
4. FULLY SPRINKLERED BUILDING:
5. EXISTING OCCUPANCY GROUP:
6. BUILDING AREA IN SQ. FT:
7. YEAR BUILT:
III-B
VARIES
1
NO
A,E
±35,100
1952, 1956
DATE
SCOPE OF WORK
THE SCOPE OF WORK INCLUDES, BUT IS NOT LIMITED TO, SELECTIVE REMOVAL AND REPLACEMENT OF THE
EXISTING LOW ROOF AT THE GYMNASIUM BUILDING. THE SCOPE ALSO INCLUDES REMOVAL AND REPLACEMENT
OF WALKWAY OVERHANGS ALONG EXISTING GYMNASIUM BUILDING. EXTERIOR SCOPE FOR WORK INCLUDES,
BUT IS NOT LIMITED TO REMOVAL AND/OR REPLACEMENT OF HVAC EQUIPMENT, ELECTRICAL, AND FIRE ALARM.
DEFERRED APPROVAL ITEMS
NONE
JOB #
04/24/2017
2017026
SHEET #
T1
Date
GENERAL SHEET NOTES
aedis
architects
A
CONTRACTOR SHALL MAINTAIN FIRE LANE ACCESS THROUGHOUT PROJECT.
B
DO NOT INTERRUPT EXISTING UTILITY SERVICES SERVING OCCUPIED OR USED FACILITIES, EXCEPT WHEN AUTHORIZED
IN WRITING BY AND COORDINATED WITH THE OWNER.
C
PROTECT EXISTING & NEW STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, TREES AND SHRUBS FROM DAMAGE
DURING CONSTRUCTION.
D
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROTECTION FOR DISTRICT PROPERTY EXPOSED TO INCLEMENT
WEATHER AS A RESULT OF CONSTRUCTION.
387 S. 1st Street, Suite 300
CONTRACTOR TO COORDINATE ALL WORK WITH DISTRICT SCHEDULE INCLUDING TEMPORARY SHUT DOWN OF EXISTING
ELECTRICAL, MECHANICAL, AND VENTILATION SYSTEMS DURING CONSTRUCTION.
fax: (408)-300-5121
www.aedisarchitects.com
E
(E) COVERED
WALKWAY N.I.C.
(E) BUILDING
N.I.C.
1
A9.01
7 TYP.
+/- 33' - 6"
2
SIM.
A9.01
8
SIM.
7
14
1&
SIM.
A9.01
8
2
2
SIM.
A9.01
A9.01
7
+/- 46' - 0"
2
SIM.
SIM.
+/- 21' - 6"
8
(E)
TYP.
8
14
1&
3
A9.01
A9.01
SIM.
CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK.
J
CONTRACTOR SHALL PROVIDE ADVANCE NOTICE TO THE ARCHITECT AND/OR OWNER'S REPRESENTATIVE TO INSPECT
THE EXISTING DECKING FOR PRE-EXISTING DAMAGE PRIOR TO INSTALLATION OF NEW ROOFING.
K
REMOVE EXISTING EXPOSED WOOD SUPPORTS FOR EQUIPMENT AND/OR PIPING THROUGHOUT AND REPLACE-IN-KIND
UNLESS OTHERWISE NOTED. PROTECT AND REATTACH TO MATCH OR EXCEED PRE-EXISTING CONDITIONS AND
INTERVALS.
CONSULTANT
(E) BUILDING
N.I.C.
ROOF PLAN KEYNOTES
(E) BUILDING
N.I.C.
1
2
1
2
A9.01
3
4
SIM.
2
SIM.
7
2
7 TYP.
SIM.
2
A9.01
A9.01
3' - 0"
OVERHANG
7 TYP.
8
5
6
7
8
SIM.
9
+/- 60' - 0"
2
8
A9.01
10
7
1 &1 4
5
ARMIJO HIGH
SCHOOL GYM
ROOFING
REPLACEMENT
FAIRFIELD-SUISUN UNIFIED
SCHOOL DISTRICT
8
A9.01
A9.01
I
A9.01
SIM.
9 TYP.
8
CONTRACTOR SHALL PROTECT AND RE-USE EXISTING FLASHING AT WALLS AND CURBS TO RE-ESTABLISH ASSEMBLY
PERFORMANCE AND PROTECTION AGAINST WEATHER. SUCH CONDITIONS SHALL SATISFY THE REQUIREMENTS OF THE
ROOFING SYSTEM MANUFACTURER AND WITHOUT COMPROMISE TO WARRANTY.
PROJECT
2
A9.01
2
8
H
9 TYP.
+/- 48' - 0"
A9.01
OVERHANG
14
1&
7 TYP.
THE SLOPES IDENTIFIED IN THESE PLANS ARE ASSUMED TO BE PRE-EXISTING. THE CONTRACTOR SHALL PROVIDE AND
INSTALL REPLACEMENT ROOFING TO ACHIEVE POSITIVE DRAINAGE AS INTENDED THROUGHOUT. PROVIDE 1/4" MIN.
SLOPE CRICKETS AT EXISTING EQUIPMENT AND SKYLIGHT CURBS AS NEEDED.
9 TYP.
7
(E)
TYP.
A9.01
+/- 40' - 6"
1 &1 4
3' - 0"
2
8
2
TYP. 9
8
A9.01
(E)
TYP.
G
SIM.
7
(E)
TYP.
ALL EXISTING ROOFTOP EQUIPMENT, CONDUITS, SUPPORTS SHALL REMAIN UNLESS OTHERWISE NOTED. CONTRACTOR
SHALL PROTECT AND MAINTAIN THESE ITEMS AS NEEDED TO COMPLETE CONSTRUCTION. PROVIDE ROOFING PER
DETAILS ON SHEET A9.01.
tel: (408)-300-5160
A9.01
+/- 127' - 0 1/32"
8
8
F
San Jose, CA 95113
11
A9.01
SIM.
12
13
(E) ENTRANCE CANOPY.
(E) SKYLIGHT. PROVIDE '3M SUN CONTROL AFFINITY 30' OR APPROVED EQUAL TO EXISTING GLAZING AND
INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
(E) ROOF ACCESS HATCH. SEE DETAIL 6/A9.01.
REMOVE (E) SURFACE MOUNTED PIPE SUPPORTS ON FACE OF CONCRETE WALL. PATCH AND REPAIR
EXISTING ATTACHMENT HOLES. PAINT TO MATCH (E) ADJACENT.
(E) ROOF ACCESS LADDER.
(E) ROOFTOP PENTHOUSE. SEE DETAIL 4/A9.01 SIM.
(E) DOWNSPOUT AND SPLASH PAN. PROTECT AND REINSTALL WHERE OCCURS.
MODIFIED BITUMEN BUILT-UP ROOFING SYSTEM, INCLUDING FLASHING AND ACCESSORIES. REMOVE (E)
COMPOSITION ROOFING TO (E) CONCRETE DECK AND PREPARE FOR NEW PRIOR TO INSTALLATION. REFER TO
SHEET A9.01 FOR TYPICAL ROOFING DETAILS.
REMOVE (E) EDGE STOP FLASHING AND PROVIDE EDGE FLASHING WITH ROOFING SYSTEM. PROTECT AND
REINSTALL (E) GUTTERS WHERE OCCURS.
REMOVE (E) ABANDONED CONDUIT/PIPING IDENTIFIED BY DISTRICT. PATCH AND INFILL (E) PENETRATION INTO
BUILDING AND CAP BELOW ROOF DECK U.O.N.
REMOVE (E) ABANDONED HOT WATER INSULATED PIPING IDENTIFIED BY DISTRICT, INCLUDING WOOD
BLOCKING AND/OR SUPPORTS UNSHARED WITH OTHER ROOFTOP PIPING OR EQUIPMENT. PATCH AND INFILL
(E) PENETRATION INTO BUILDING AND CAP IMMEDIATELY OUTSIDE (E) WALL AND BELOW GRADE.
(E) ROOFTOP DRAIN. SEE DETAIL 11/A9.01.
(E) OVERFLOW SCUPPER. SEE DETAIL 10/A9.01.
STAMP
3
7
6
11
7
1
TYP. 2
SIM.
A9.01
7
A9.01
7
(E) UPPER ROOF
N.I.C.
+/- 150' - 6"
WASHINGTON STREET
(E) POOL
9 TYP.
TYP. 2
STATE
SIM.
3
A9.01
GRAPHIC KEY
7
8
TYP. 2
(E) POOL
REVISIONS
8
(E)
TYP.
TYP. 7
24
2&
2
SIM.
+/- 13' - 9"
1
SIM.
(E) BUILDING
N.I.C.
7 TYP.
A9.01
(E) ROOF EDGE WITH GUTTER
Date
GUTTER
3 TYP.
8
12 13
10
(E) FLUE, SEE
DETAILS 13 & 14/A9.01
12 13
+/- 68' - 4"
(E) ROOFTOP DRAIN,
SEE DETAIL 11/A9.01
TYP. 9
(E) TREES
3
1
A9.01
4/24/2017 6:08:16 PM
C:\Users\jbrown\Documents\2017026 - Armijo HS Reroof at Gym (CENTRAL)_jbrown36UXL.rvt
+/- 14' - 4"
+/- 98' - 4"
3
4
12 13
BUILDING KEY
(E) TENNIS COURTS, N.I.C.
8
+/- 45' - 4"
(E)
TYP.
7
(E) EXHAUST FAN
No. Description
SIM.
24
2&
(E)
TYP.
A9.01
(E) CHAIN LINK FENCE
A9.01
A9.01
SIM.
(E) MECHANICAL EQUIPMENT
MILESTONES
SD
T2
DD
50% CD
CAF
90% CD
T1
12 13
DSA SUB
T5
A9.01
T6
SHEET
BL
SG
T3
PARTIAL SITE
PLAN & ROOF
PLAN
T4
MAIN GYM
TEXAS STREET
GM2
S
N
N
DATE
04/24/2017
GL
PARTIAL SITE PLAN & ROOF PLAN
1 SCALE:
1/16" = 1'-0"
JOB #
2017026
SHEET #
AREA OF WORK
A1.02
METAL EDGE SET IN ROOF CEMENT,
NAILED 3" O.C. STAGGERED PRIME METAL
FLANGE PRIOR TO STRIPPING
4 LB LEAD JACK
FLASHING IN BED OF
ELASTOMERIC ROOFING
CEMENT, NAIL @ 3" O.C.
(E) PASSIVE
VENT/AIR INTAKE
HPR MODIFIED
MEMBRANE WITH A
REFLECTIVE SURFACE
URETHANE SEALANT, 1/2"
BEAD MIN. ALL AROUND
LEAD JACK. CANTED 45 DEG.
aedis
architects
HPR MODIFIED MEMBRANE FLASHING PLY
9" MIN. ON FIELD
BASE FLASHIING PLY 6" MIN. ON FIELD
HPR MODIFIED MEMBRANE
S.S. HOSE CLAMP
BEAD OF ELASTOMERIC
ROOFING CEMENT ALL
AROUND CONDUIT
FLASHING, TYP.
BASE FLASHING PLY
6" MIN. ON FIELD
RUBBERIZED
ASPHALT SEALANT
FELT BASE PLIES
8" MIN.
HPR MODIFIED
MEMBRANE FLASHING
PLY 9" MIN. ON FIELD
www.aedisarchitects.com
FELT PLIES
(E) 2 1/2"
HPR FLASHING
FASTENED 8" O.C.
HPR MODIFIED MEMBRANE
FLASHING PLY 9" MIN. ON FIELD
HPR MODIFIED MEMBRANE
BASE FLASHING PLY
6" MIN. ON FIELD
4" MIN.
CONTINUOUS CLEAT
FASTENED 6" O.C.
387 S. 1st Street, Suite 300
(E) LIGHT WEIGHT
INSULATING CONC.
San Jose, CA 95113
NAILED BASE SHEET
fax: (408)-300-5121
tel: (408)-300-5160
8" MIN.
CANT STRIP
PROJECT
(E) 1"
HPR MODIFIED
MEMBRANE
ARMIJO HIGH
SCHOOL GYM
ROOFING
REPLACEMENT
FELT BASE PLIES
(E) STRUCTURAL DECK
NAILED BASE SHEET
BASE SHEET
(E) LIGHT WEIGHT
INSULATING CONCRETE
(E) GYPSUM CONCRETE
ROOF DECK
(E) STRUCTURAL DECK
(E) CONDUIT PENETRATION
PASSIVE VENT/AIR INTAKE
13 SCALE:
1 1/2" = 1'-0"
ALL PLIES SET IN BITUMEN SEE
SPECIFICATIONS FOR SURFACING
ALL PLIES SET IN BITUMEN SEE
SPECIFICATIONS FOR SURFACING
MODIFIED HOT
ADHESIVE
(E) GUTTER FASTENED 6" O.C.
BASE PLIES
EXTEND ONE PLY OVER BLOCKING
NAILED BASE
SHEET
(E) GUTTER STRAP
(E) LIGHT WEIGHT
INSULATING CONCRETE
(E) GUTTER BRACKET
(E) STRUCTURAL DECK
ALL PLIES SET IN BITUMEN SEE
SPECIFICATIONS FOR SURFACING
(E) REFRIGERANT PIPING
9 SCALE:
3" = 1'-0"
ALL PLIES SET IN BITUMEN SEE
SPECIFICATIONS FOR SURFACING
TYPICAL ROOF SECTION, COATED FINISH
5 SCALE:
1 1/2" = 1'-0"
FAIRFIELD-SUISUN UNIFIED
SCHOOL DISTRICT
EDGE WITH GUTTER
1 ROOF
SCALE: 3" = 1'-0"
(E) 3' - 6"
CONSULTANT
COUNTERFLASHING
ANCHORED 8" O.C.
SET METAL FLANGE IN ROOF
CEMENT AND PRIME PRIOR
TO STRIPPING
RUBBERIZED ASPHALT SEALANT
FASTEN PLIES TO CANT DAM WITH FLAT
HEAD FASTENER @ 8" O.C.
22 GA. CANT DAM
RUBBERIZED ASPHALT SEALANT
HPR MODIFIED MEMBRANE FLASHING PLY
9" MIN. ON FIELD
(E) INTERIOR
HANDLE
BASE FLASHING PLY 6" MIN. ON FIELD
HPR MODIFIED
MEMBRANE
CANT FASTENED TO NAILER
HPR MODIFIED MEMBRANE
(E) ROOF DRAIN, SEE DETAIL10/A9.01
BASE FLASHIING PLY 6" MIN. ON FIELD
HPR MODIFIED MEMBRANE
(E) 8"
(E) LIGHT WEIGHT
INSULATING CONCRETE
8" MIN.
(E) 2 1/2"
FELT PLIES
(E) STRUCTURAL DECK
(E) 2"
(E) 2 1/2"
HPR MODIFIED MEMBRANE FLASHING
PLY 9" MIN. ON FIELD
TERMINATION BAR FASTENED 8" O.C.
NAILED BASE SHEET
(E) STRUCTURAL DECK
NAILED BASE SHEET
SET (E) LEAD FLANGE IN
MASTIC, PRIME FLANGE
BEFORE STRIPPING
(E) LIGHT WEIGHT
INSULATING CONCRETE
(E) LIGHT WEIGHT
INSULATING CONCRETE
CAULKING
(E) LIGHT WEIGHT
INSULATING CONC.
(E) RAIN WATER GUTTER
ANCHORS BY OTHERS
(E) CINDER CONCRETE INFILL
(E) STRUCTURAL DECK
CANT DAM FASTENED @ 12" O.C.
EXTEND PLIES OVER BLOCKING,
FASTEN 8" O.C.
(E) FLUTE IN WALL
SCUPPER (THROUGH WALL)
10 SCALE:
3" = 1'-0"
ROOF HATCH
6 SCALE:
3" = 1'-0"
LEAD FLASHING 30" SQ. MIN.
SET IN MASTIC, WRAPPED
DOWN 2" MIN., PRIME TOP
SURFACE BEFORE FLASHING
TEMPERATURE
APPROPRIATE
ELASTOMERIC SEALANT
DRAWBAND OR
WELD UMBRELLA
TO STACK
HPR MODIFIED
MEMBRANE MIN. 48"
RUBBERIZED ASPHALT
SEALANT
UMBRELLA
STORM COLLAR SET
IN MASTIC, PRIME
FLANGE
CONTINUOUS BUTYL TAPE
EXPANSION FASTENER
(E) STRAINER
TERMINATION BAR FASTENED 8" O.C.
COUNTERFLASHING ANCHORED 8" O.C.
(E) CLAMPING RING
HPR MODIFIED MEMBRANE FLASHING PLY
9" MIN. ON FIELD
POLYURETHANE SEALANT
BASE FLASHING PLY 6" MIN. ON FIELD
TERMINATION BAR FASTENED 8" O.C.
THROUGH BUTYL TAPE
HPR MODIFIED
MEMBRANE FLASHING
PLY 9" MIN. ON FIELD
BASE FLASHING PLY 40"
BASE FLASHING PLY
6" MIN. ON FIELD
HPR MODIFIED
MEMBRANE
FELT BASE PLIES
HPR MODIFIED MEMBRANE
FELT PLIES
HPR MODIFIED
MEMBRANE
(E) LIGHT WEIGHT
INSULATING CONCRETE
REVISIONS
(E) STRUCTURAL DECK
(E) LIGHT WEIGHT
INSULATING CONCRETE
(E) DECK CLAMP
(E) STRUCTURE BELOW
@ (E) HEAT STACK
15 ROOFING
SCALE: 1 1/2" = 1'-0"
ROOFING @ (E) ROOF DRAIN
11 SCALE:
3" = 1'-0"
ALL PLIES SET IN BITUMEN SEE
SPECIFICATIONS FOR SURFACING
FELT PLIES
(E) LIGHT WEIGHT
INSULATING CONC.
NAILED BASE SHEET
(E) STRUCTURAL DECK
CANT STRIP
(E) 1" FIBER GLASS
(E) LIGHT WEIGHT
INSULATING CONCRETE,
TAPERED TO DRAIN
ALL PLIES SET IN BITUMEN SEE
SPECIFICATIONS FOR SURFACING
HPR MODIFIED MEMBRANE
(E) 2 1/2"
(E) STRUCTURAL DECK
Date
BASE FLASHING PLY 6" MIN. ON FIELD
(E) BENT PLATE
NAILED BASE SHEET
No. Description
HPR MODIFIED MEMBRANE
FLASHING PLY 9" MIN. ON FIELD
NAILED BASE SHEET
NAILED BASE SHEET
STATE
POLYURETHANE SEALANT
FASTENER WITH NEOPRENE WASHER
RUBBERIZED ASPHALT SEALANT
FELT BASE PLIES
4" MIN.
ROOF EDGE EXTRUDED
2 METAL
SCALE: 1 1/2" = 1'-0"
HEIGHT VARIES
HEAT STACK
ALL PLIES SET IN BITUMEN SEE
SPECIFICATIONS FOR SURFACING
ALL PLIES SET IN BITUMEN SEE
SPECIFICATIONS FOR SURFACING
ALL PLIES SET IN BITUMEN SEE
SPECIFICATIONS FOR SURFACING
8" MIN.
ALL PLIES SET IN BITUMEN SEE
SPECIFICATIONS FOR SURFACING
ROOFING @ (E) PLUMBING STACK
14 SCALE:
1 1/2" = 1'-0"
STAMP
NAILED BASE SHEET
NAILED BASE SHEET
ALL PLIES SET IN BITUMEN SEE
SPECIFICATIONS FOR SURFACING
ALL PLIES SET IN BITUMEN SEE
SPECIFICATIONS FOR SURFACING
SKYLIGHT
7 SCALE:
3" = 1'-0"
(E) 1"
4" MIN.
FASTENER @ 18" O.C. (BY MANUFACTURER)
(E) INTEGRAL CAP FLASHING
HPR MODIFIED MEMBRANE
FELT PLIES
CONCEALED SPLICE PLATE BETWEEN
10' SECTIONS
FASTENER WITH NEOPRENE
WASHER
BASE FLASHING PLY 6" MIN.
ON FIELD
FELT BASE PLIES
EXTRUDED ALUMINUM FASCIA COVER
CONTINUOUS BUTYL TAPE
HPR MODIFIED MEMBRANE
FLASHING PLY 9" MIN ON FIELD
(E) 1' - 0"
12" MIN.
BASE FLASHING PLY
8" MIN. ON FIELD
(E) REGLET FLASHING
4 27/32"2 13/32"
(E) PLUMBING VENT STACK
HPR MODIFIED MEMBRANE
FLASHING PLY 12" MIN. ON FIELD
(E) EXTERIOR LOCK
PROVISION
(E) ROOF HATCH
SPECIFY
ROLL DOWN LEAD FLASHING
1" MIN DOWN INTO PIPE
MILESTONES
MOUNTED COUNTERFLASHING
3 REGLET
SCALE: 3" = 1'-0"
SD
DD
50% CD
DSA SUB
HPR FLASHING
FASTENED 8" O.C.
HPR MODIFIED
MEMBRANE FLASHING
PLY 9" MIN. ON FIELD
(E) GASKET WITH NEW
ANCHORAGE
BASE FLASHING PLY
6" MIN. ON FIELD
FELT BASE PLIES
HPR MODIFIED
MEMBRANE
8" MIN.
NAILED BASE
SHEET
(E) LIGHT WEIGHT
INSULATING CONC.
FELT BASE PLIES
(E) 1/2" DIA. BOLTS
TERMINATION BAR FASTENED 8" O.C.
THROUGH BUTYL TAPE
CONTINUOUS BUTYL TAPE
HPR MODIFIED MEMBRANE
FLASHING PLY 9" MIN. ON FIELD
RUBBERIZED ASPHALT SEALANT
HPR MODIFIED
MEMBRANE
TERMINATION BAR
FASTENED 8" O.C.
ALL PLIES SET IN BITUMEN SEE
SPECIFICATIONS FOR SURFACING
(E) STRUCTURAL
DECK
COUNTERFLASHING FASTENED 8" O.C.
THROUGH BUTYL TAPE
POLYURETHANE SEALANT
FASTENER WITH NEOPRENE
WASHER
CANT STRIP
POLYURETHANE SEALANT
(E) STUDS 16" O.C.
WELDED TO TOP BOLTS
SHEET
EXTERIOR
DETAILS - ROOF
BASE FLASHING PLY 6" MIN. ON FIELD
8" MIN.
(E) 2"x1/4" F.B. STRING
TO BE REMOVED AND
REINSTALLED AFTER
REROOFING
(E) 1/8" METAL SCREWS 8" O.C.
HEIGHT VARIES
(E) METAL EXHAUST
FAN COVER
(E) 3/4" DIA. RUNGS
(E) 1' - 6"
4/24/2017 6:08:18 PM
C:\Users\jbrown\Documents\2017026 - Armijo HS Reroof at Gym (CENTRAL)_jbrown36UXL.rvt
90% CD
HPR MODIFIED MEMBRANE
FELT PLIES
(E) LIGHT WEIGHT
INSULATING CONC.
NAILED BASE SHEET
HPR MODIFIED MEMBRANE
FLASHING PLY 9" MIN. ON FIELD
BASE FLASHING PLY 6" MIN.
ON FIELD
HPR MODIFIED MEMBRANE
FELT PLIES
(E) BENT PLATE
NAILED BASE SHEET
(E) STRUCTURAL DECK
(E) LIGHT WEIGHT
INSULATING CONCRETE
CANT STRIP
NAILED BASE SHEET
(E) STRUCTURAL DECK
ALL PLIES SET IN BITUMEN SEE
SPECIFICATIONS FOR SURFACING
(E) ROOF ACCESS LADDER - BASE FLASHING
16 SCALE:
3" = 1'-0"
(E) LIGHT WEIGHT
INSULATING CONC.
(E) 1" FIBER GLASS
EXHAUST FAN
12 SCALE:
1 1/2" = 1'-0"
ALL PLIES SET IN BITUMEN SEE
SPECIFICATIONS FOR SURFACING
SKYLIGHT
8 SCALE:
3" = 1'-0"
DATE
04/24/2017
JOB #
ALL PLIES SET IN BITUMEN SEE
SPECIFICATIONS FOR SURFACING
MOUNTED COUNTERFLASHING
4 SURFACE
SCALE: 3" = 1'-0"
2017026
SHEET #
A9.01
aedis
architects
CLEO GORDON E.S.
ROOFING REPLACEMENT
www.aedisarchitects.com
387 S. 1st Street, Suite 300
San Jose, CA 95113
tel: (408)-300-5160
fax: (408)-300-5121
PROJECT
CLEO GORDON E.S.
ROOFING
REPLACEMENT
1950 DOVER AVENUE, FAIRFIELD, CA. 94533
FAIRFIELD-SUISUN UNIFIED SCHOOL DISTRICT
FAIRFIELD-SUISUN UNIFIED
SCHOOL DISTRICT
CONSTRUCTION DOCUMENTS
4/24/2017 6:01:05 PM
C:\Users\jbrown\Documents\2017028 - Cleo Gordon ES Re-Roofing (CENTRAL)_jbrown36UXL.rvt
ABBREVIATIONS
&
@
A.B.
ABV.
A.C.
ACT
ADJ.
A.F.F.
ALUM.
A.P.
APPROX.
ARCH.
AND
AT
ANCHOR BOLT
ABOVE
ASPHALTIC CONCRETE
ACOUSTIC TILE
ADJUSTABLE
ABOVE FINISHED FLOOR
ALUMINUM
ACCESS PANEL
APPROXIMATELY
ARCHITECT
BD.
BLDG.
BLKG.
BM
B.M.
BOT.
BTWN
B.W.
BOARD
BUILDING
BLOCKING
BEAM
BENCH MARK
BOTTOM
BETWEEN
BOTH WAYS
CAB.
C.B.
C.C or O.C.
CEM.
CER. TILE
C.G.
C.I.
C.J.
CLG.
CLKG.
CLR.
CMU
CNTR.
C.O.
COL.
CONC.
CONST.
CONT.
CONTR.
C.P.
CTR.
CTSK.
C.W.
CABINET
CATCH BASIN
CENTER TO CENTER
CEMENT
CERAMIC TILE
CORNER GUARD
CAST IRON
CONTROL JOINT
CEILING
CAULKING
CLEAR
CONCRETE MASONRY UNIT
COUNTER
CLEANOUT
COLUMN
CONCRETE
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CONCRETE PIPE
CENTER
COUNTER SUNK
COLD WATER
D.A.
DBL
D.F.
D.FIR
DTL.
DIA. or Ø
DIM.
DISP.
DN
DO
DR.
DS.
DWG.
DISABLED ACCESS
DOUBLE
DRINKING FOUNTAIN
DOUGLAS FIR
DETAIL
DIAMETER
DIMENSION
DISPOSAL
DOWN
DITTO
DOOR
DOWNSPOUT
DRAWING
(E)
E.
EA.
E.J.
ELEC.
EL.
ELEV.
ENCL.
EQ.
EQUIP.
E.W.
E.W.C.
EX.
EXP.
EXT.
EXISTING
EAST
EACH
EXPANSION JOINT
ELECTRIC or ELECTRICAL
ELEVATION
ELEVATOR
ENCLOSE and/or ENCLOSURE
EQUAL
EQUIPMENT
EACH WAY
ELECTRIC WATER COOLER
EXPANSION
EXPOSED
EXTERIOR
F.A.
F.D.
FDN.
F.E.
F.E.C.
F.H.
F.H.C.
F.H.S.M.S.
F.H.W.S.
FIN.
FL. or FLR.
F.O.C.
F.O.F.
F.O.M.
F.O.S.
F.S.
FT.
FTG.
FURR.
FIRE ALARM
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FIRE HYDRANT
FIRE HOSE CABINET
FLAT HEAD SHEET METAL SCREW
FLAT HEAD WOOD SCREW
FINISH
FLOOR
FACE OF CONCRETE
FACE OF FINISH
FACE OF MASONRY
FACE OF STUD
FINISH SLAB
FOOT OR FEET
FOOTING
FURRING
GA.
GALV.
G.B.
G.I.
GL.
GLU-LAM
GND.
GR.
GYP.
GAUGE
GALVANIZED
GRAB BAR
GALVANIZED IRON
GLASS
GLUE-LAMINATED
GROUND
GRADE
GYPSUM
H.B.
H.C.
HDWD.
HDWR.
H.M.
HORIZ.
HR.
HT.
HOSE BIBB
HOLLOW CORE
HARDWOOD
HARDWARE
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
I.D.
INSUL.
INT.
INV.
INSIDE DIAMETER
INSULATION
INTERIOR
INVERT
MAX.
M.B.
MECH.
MFR.
M.H.
MIN.
MIR.
MISC.
M.O.
M.S.
MTD.
MTL.
MUL.
MAXIMUM
MACHINE BOLT
MECHANICAL
MANUFACTURER
MANHOLE
MINIMUM
MIRROR
MISCELLANEOUS
MASONRY OPENING
MACHINE SCREW
MOUNTED
METAL
MULLION
(N)
N.
N.I.C.
NO. or #
NOM.
N.T.S.
NEW
NORTH
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
OBS.
O.C.
OCC.
O.D.
O.F.O.S.
O.F.C.I.
O.H.
OPNG.
OPP.
OBSCURE
ON CENTER
OCCUPANT(CY)
OVERFLOW DRAIN and/or OUTSIDE DIAMETER
OUTSIDE FACE OF STUD
OWNER FURNISHED and CONTRACTOR INSTALLED
OPPOSITE HAND
OPENING
OPPOSITE
P.A.F.
PL
P.L.
P. LAM
PLAS.
PLYWD.
PR.
PTD.
PTN.
POWDER ACTUATED FASTENER
PLATE
PROPERTY LINE
PLASTIC LAMINATE
PLASTER
PLYWOOD
PAIR
PAINTED
PARTITION
Q.T.
QUARRY TILE
R. or RAD.
R.C.P.
R.D.
R.E.
REF.
REINF.
REQ'D
R.H.M.S.
R.H.W.S.
RM.
R.O.
RWD.
R.W.L.
RADIUS
REINFORCED CONCRETE PIPE
ROOF DRAIN
RIM ELEVATION
REFERENCE
REINFORCING
REQUIRED
ROUND HEAD METAL SCREW
ROUND HEAD WOOD SCREW
ROOM
ROUGH OPENING
REDWOOD
RAIN WATER LEADER
S
S.A.D.
S.C.
S.C.D.
SCHED.
S.E.D.
S.F.
SHEATH.
SHT.
SIM.
S.L.D.
S.M.
S.M.D.
S.M.S.
S.O.V.
S.P.D.
SPEC.
SQ. or Ø
S.S.
S.S.D.
STAG.
STD.
STL.
STOR.
STRUCT.
S.T.S.M.S.
SUSP.
SOUTH
SEE ARCHITECTURAL DRAWINGS
SOLID CORE
SEE CIVIL DRAWINGS
SCHEDULE
SEE ELECTRICAL DRAWINGS
SQUARE FEET
SHEATHING
SHEET
SIMILAR
SEE LANDSCAPE DRAWINGS
SHEET METAL
SEE MECHANICAL DRAWINGS
SHEET METAL SCREW
SHUT OFF VALVE
SEE PLUMBING DRAWINGS
SPECIFICATIONS
SQUARE
STAINLESS STEEL
SEE STRUCTURAL DRAWINGS
STAGGERED
STANDARD
STEEL
STORAGE
STRUCTURAL
SELF TAPPING SHEET METAL SCREW
SUSPENDED
T.& G.
TEL.
TERR.
THRES.
T.J.
T.O.B.
T.O.C.
T.O.S.
T.O.W.
TYP.
TONGUE & GROOVE
TELEPHONE
TERRAZZO
THRESHOLD
TOOLED JOINT
TOP OF BEAM
TOP OF CURB or CONCRETE
TOP OF STEEL or SLAB
TOP OF WALL
TYPICAL
U.O.N.
UNLESS OTHERWISE NOTED
VERT.
V.C.P.
V.C.T.
V.G.
V.I.F.
V.T.R.
V.W.C.
VERTICAL
VITRIFIED CLAY PIPE
VINYL COMPOSITION TILE
VERTICAL GRAIN
VERIFY IN FIELD
VENT THROUGH ROOF
VINYL WALL COVERING
W
W/
W.C.
WD.
W.H.
W/O
W.O.
WP.
W. PT.
W.R.
WT.
WEST
WITH
WATER CLOSET
WOOD
WATER HEATER
WITHOUT
WHERE OCCURS
WATERPROOF / WEATHERPROOF
WORKING POINT
WATER RESISTANT
WEIGHT
JANITOR
JOINT
Y
K.D.
KILN DRIED
Z
LAB.
LAM.
LAV.
LKR.
LT.
LABORATORY
LAMINATE
LAVATORY
LOCKER
LIGHT
DRAWING INDEX
REFER TO ARCHITECTURAL FLOOR PLAN SHEETS AND CONSULTANT DRAWINGS FOR ADDITIONAL
SYMBOLS AND REFERENCE DESIGNATIONS
JUDI HONEYCHURCH
DAVID C. ISOM
JONATHAN RICHARDSON
JOAN GAUT
JOHN SILVA
BETHANY SMITH
CHRIS WILSON
AARON ORTEGA-ANDRADE
DIMENSION REFERENCE
10"
DISTRICT SUPERINTENDANT
KRIS COREY
10"
FACE OF OBJECT
T1
A5.01
A9.01
TITLE SHEET
PARTIAL SITE PLAN & ROOF PLAN
EXTERIOR DETAILS - ROOF
EARTH
GRAVEL / ROCK
CENTER LINE OF
OBJECT
CONCRETE
FAIRFIELD SUISUN UNIFIED SCHOOL DISTRICT
2001 WINSTON DRIVE
FAIRFIELD, CA 94543
PHONE: (707) 399-5148
CONTACT: PAUL SPEED
CONCRETE BLOCK (CMU)
TAGS AND MARKERS
STAMP
SAND, GROUT, OR PLASTER
PLAN REFERECE GRID
0
ARCHITECTURAL
MATERIALS REFERENCE
OWNER
STEEL
CONSULTANTS
PLYWOOD
STRUCTURAL GRID LINE
ROOFING
WOOD, CONTINUOUS MEMBER
THE GARLAND COMPANY, INC.
3800 EAST 91ST STREET
CLEVELAND, OH 44105
(925)890-6509
WOOD, BLOCKING
WOOD, FINISH GRADE
REVISION MARKER
1
CABINET TYPES
PLAN KEY NOTES
PC
- PREFINISHED CABINETS
PM
- PREFINISHED MOBILE CABINETS
PR
- PREFINISHED MOVEABLE CABINETS
PU
- PREFINISHED UTILITY CABINETS
PS
- SCIENCE CABINETS
STATE
2195 UNION AVENUE, FAIRFIELD, CA 94533
Room name
101
1
101a
1
2016 CALIFORNIA BUILDING CODE (PART 2, VOLUMES 1 AND 2, TITLE 24, CCR)
3
2016 CALIFORNIA ELECTRICAL CODE (PART 3, TITLE 24, CCR)
4
2016 CALIFORNIA MECHANICAL CODE (PART 4, TITLE 24, CCR)
5
2016 CALIFORNIA PLUMBING CODE (PART 5, TITLE 24, CCR)
6
2016 CALIFORNIA ENERGY CODE (PART 6, TITLE 24, CCR)
7
2016 CALIFORNIA FIRE CODE (PART 9, TITLE 24, CCR)
8
2016 CALGREEN BUILDING STANDARDS CODE (PART 11, TITLE 24, CCR)
9
2016 CALIFORNIA REFERENCED STANDARDS CODE (PART 12, TITLE 24, CCR)
10
TITLE 19, CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS
Description
XX-1
FLOOR FINISH TAG
SIM
A12.08
REFERENCE LABEL
WHERE OCCURES
SHEET NUMBER
SIM
D
REFERENCE LABEL
WHERE OCCURES
GENERAL NOTES
2.
STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS
2017 EDITION
4.
NFPA 17-A
STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS
2017 EDITION
NFPA 72
NATIONAL FIRE ALARM AND SIGNALING CODE
2016 EDITION
NFPA 80
STANDARD FOR FIRE DOOR AND OTHER OPENING PROTECTIVES
2016 EDITION
NFPA 110
STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS
2016 EDITION
NFPA 253
STANDARD METHOD OF TEST FOR CRITICAL RADIANT FLUX OF
FLOOR COVERING SYSTEMS USING A RADIANT HEAT ENERGY SOURCE
2015 EDITION
STANDARD ON CLEAN AGENT FIRE EXTINGUISHER SYSTEMS
2015 EDITION
5.
6.
PRIOR TO BIDDING, THE GENERAL CONTRACTOR SHALL VISIT & INSPECT THE SITE TO
FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AFFECTING THE NEW WORK. THE
GENERAL CONTRACTOR SHALL NOT DISPUTE, COMPLAIN, OR ASSERT THAT THERE IS ANY
MISUNDERSTANDING IN REGARDS TO LOCATION, EXTENT, NATURE, OR AMOUNT OF WORK TO BE
PERFORMED UNDER THIS CONTRACT DUE TO THE CONTRACTOR'S FAILURE TO INSPECT THE
SITE AND/OR FAILURE TO INSPECT THE CONTRACT DOCUMENTS.
THE GENERAL CONTRACTOR & SUBCONTRACTORS ARE RESPONSIBLE FOR LOCATING &
VERIFYING ALL EXISTING UNDERGROUND UTILITIES IN ALL AREAS OF THE NEW WORK PRIOR TO
COMMENCEMENT OF EXCAVATION. EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE
APPROXIMATE ROUTING LOCATIONS AS BEST DETERMINED FROM EXISTING DRAWINGS & BY THE
SCHOOL DISTRICT, BUT SHOULD NOT BE CONSTRUED TO REPRESENT ALL EXISTING UTILITIES.
ANY ALTERATIONS OF EXISTING FACILITIES TO ACCOMMODATE THE INSTALLATION OF NEW
WORK SHALL BE REVIEWED BY THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.
ALL EXISTING FINISHES OR MATERIALS DAMAGED OR DEMOLISHED DUE TO NEW CONSTRUCTION
SHALL BE RESTORED TO THEIR ORIGINAL STATE OR REPLACED WITH NEW MATERIALS FINISHED
TO MATCH EXISTING.
CONTRACTOR SHALL COORDINATE ALL WORK TO AVOID DISRUPTION OF STUDENTS OR
TEACHERS DURING SCHOOL HOURS. ANY DISRUPTION OF POWER, TELEPHONE, OR HVAC
SYSTEMS MUST BE COORDINATED AND APPROVED BY THE DISTRICT REPRESENTATIVE PRIOR
TO ANY WORK COMMENCING.
COMPLIANCE WITH CFC CHAPTER 33 (FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION)
AND CBC CHAPTER 33 (SAFEGUARDS DURING CONSTRUCTION) WILL BE ENFORCED.
EXISTING BUILDINGS:
A
A
B
C
D
MULTI-PURPOSE, ADMIN., LIBRARY
CLASSROOMS
CLASSROOM
CLASSROOMS
MILESTONES
C
SHEET
TITLE SHEET
ADMINISTRATIVE REQUIREMENTS
10.
11.
No.
AREA OF WORK
SHEET NUMBER
NFPA 17
9.
1
1
A12.08
3.
7.
8.
REVISIONS
DETAIL NUMBER
ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 36) 2010 EDITION
6.
SECTION REFERENCE
EXISTING CONSTRUCTION
SECTION NUMBER
FINISH TAG
PARTIAL LIST OF APPLICABLE STANDARDS (AS REFERENCED IN 2016 CBC - CHAPTER 35 & CFC):
3.
4.
5.
NOTE: REFER TO SPECIFICATIONS FOR SPECIFIC
CABINET TYPE REQUIREMENTS.
DOOR ID
BUILDING KEY
DETAIL REFERENCE
REFERENCE STANDARDS
1.
2.
WALL TYPE MARKER
XX-1
1.
NFPA 2001
ROOM NAME
ROOM NUMBER
CENTER LINE
2016 BUILDING STANDARDS ADMINISTRATION CODE (PART 1, TITLE 24, CCR)
2
ROOM LABEL
DOOR DESIGNATION
ROOM NUMBER
APPLICABLE CODES
X
JAN.
JT
LOCATION MAP
SYMBOL LEGEND
GOVERNING BOARD
CONSULTANT
A COPY OF PART 1 AND 2 CCR SHALL BE KEPT ON SITE AT ALL TIMES.
ALL CONSTRUCTION CHANGE DOCUMENTS AND ADDENDA TO BE SIGNED BY AND APPROVED BY THE
ARCHITECT AND OWNER.
ALL TESTS TO CONFORM TO THE REQUIREMENTS OF SECTION 4-335.
TESTS OF MATERIALS AND TESTING LABORATORY SHALL BE IN ACCORDANCE WITH SECTION 4-335.
DSA SHALL BE NOTIFIED AT THE START OF CONSTRUCTION AND PRIOR TO PLACEMENT OF
CONCRETE PER SECTION 4-331.
INSPECTOR SHALL BE APPROVED BY DSA. INSPECTOR SHALL BE IN ACCORDANCE WITH SECTION 4333(b). THE DUTY OF THE INSPECTOR SHALL BE IN ACCORDANCE WITH SECTION 4-342.
SUPERVISION OF CONSTRUCTION BY DSA SHALL BE IN ACCORDANCE WITH 4-334.
CONTRACTOR, INSPECTOR, ARCHITECT, AND ENGINEERS SHALL SUBMIT VERIFIED REPORTS (FORM
6) IN ACCORDANCE WITH SECTION 4-336 AND 4-343.
THE ARCHITECT AND THE STRUCTURAL ENGINEERS SHALL PERFORM THEIR DUTIES IN ACCORDANCE
WITH SECTIONS 4-333(a) AND 4-341.
THE CONTRACTOR SHALL PERFORM HIS DUTIES IN ACCORDANCE WITH SECTION 4-343.
DSA IS NOT SUBJECT TO ARBITRATION.
EXISTING CONDITIONS
1. TYPE OF EXISTING CONSTRUCTION:
2. NUMBER OF FLOORS:
3. NUMBER OF BASEMENTS:
4. FULLY SPRINKLERED BUILDING:
5. EXISTING OCCUPANCY GROUP:
6. BUILDING AREA IN SQ. FT:
7. YEAR BUILT:
V
1
NONE
NO
E, A & B
32,372 SQ. FT.
B
SCOPE OF WORK
1. REMOVE EXISTING COMPOSITION ROOFING TO EXISTING WOOD DECK AND REPLACE WITH NEW MODIFIED
BITUMENT BUILT-UP ROOFING SYSTEM AT BUILDINGS SHOWN PER PLANS.
DEFERRED APPROVAL
NONE.
DATE
JOB #
04/24/2017
2017026
SHEET #
T1
Date
GENERAL SHEET NOTES
A
CONTRACTOR SHALL MAINTAIN FIRE LANE ACCESS THROUGHOUT PROJECT.
B
DO NOT INTERRUPT EXISTING UTILITY SERVICES SERVING OCCUPIED OR USED FACILITIES, EXCEPT
WHEN AUTHORIZED IN WRITING BY AND COORDINATED WITH THE OWNER.
C
PROTECT EXISTING & NEW STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, TREES AND SHRUBS
FROM DAMAGE DURING CONSTRUCTION.
PREVENT MOISTURE INTRUSION DURING CONSTRUCTION.
(E) CLASSROOMS
N.I.C.
D
aedis
architects
www.aedisarchitects.com
387 S. 1st Street, Suite 300
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROTECTION FOR DISTRICT PROPERTY
EXPOSED TO INCLEMENT WEATHER AS A RESULT OF CONSTRUCTION.
San Jose, CA 95113
tel: (408)-300-5160
2
CONTRACTOR TO COORDINATE ALL WORK WITH DISTRICT SCHEDULE INCLUDING TEMPORARY SHUT
DOWN OF EXISTING ELECTRICAL, MECHANICAL, AND VENTILATION SYSTEMS DURING
CONSTRUCTION.
F
ALL EXISTING ROOFTOP EQUIPMENT, CONDUITS, SUPPORTS SHALL REMAIN UNLESS OTHERWISE
NOTED. CONTRACTOR SHALL PROTECT AND MAINTAIN THESE ITEMS AS NEEDED TO COMPLETE
CONSTRUCTION. PROVIDE ROOFING PER DETAILS ON SHEET A9.01.
31' - 0"
TYP.
9'-0"
8'-0"
31' - 0"
E
TYP.
G
THE SLOPES IDENTIFIED IN THESE PLANS ARE ASSUMED TO BE PRE-EXISTING. THE CONTRACTOR
SHALL PROVIDE AND INSTALL REPLACEMENT ROOFING TO ACHIEVE POSITIVE DRAINAGE AS
INTENDED THROUGHOUT. PROVIDE 1/4" MIN. SLOPE CRICKETS AT EXISTING EQUIPMENT AND
SKYLIGHT CURBS AS NEEDED.
H
CONTRACTOR SHALL PROTECT AND RE-USE EXISTING FLASHING AT WALLS AND CURBS TO
RE-ESTABLISH ASSEMBLY PERFORMANCE AND PROTECTION AGAINST WEATHER. SUCH
CONDITIONS SHALL SATISFY THE REQUIREMENTS OF THE ROOFING SYSTEM MANUFACTURER AND
WITHOUT COMPROMISE TO WARRANTY.
I
CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK.
J
CONTRACTOR SHALL PROVIDE ADVANCE NOTICE TO THE ARCHITECT AND/OR OWNER'S
REPRESENTATIVE TO INSPECT THE EXISTING DECKING FOR PRE-EXISTING DAMAGE PRIOR TO
INSTALLATION OF NEW ROOFING.
K
REMOVE EXISTING EXPOSED WOOD SUPPORTS FOR EQUIPMENT AND/OR PIPING THROUGHOUT AND
REPLACE-IN-KIND UNLESS OTHERWISE NOTED. PROTECT AND REATTACH TO MATCH OR EXCEED
PRE-EXISTING CONDITIONS AND INTERVALS.
TYP.
7' - 10"
A9.01
5 TYP.
TYP.
7' - 10"
5 TYP.
6 TYP.
PROJECT
CLEO GORDON E.S.
ROOFING
REPLACEMENT
FAIRFIELD-SUISUN UNIFIED
SCHOOL DISTRICT
CONSULTANT
3/4:12
14' - 2"
TYP.
(E) A.C. PAVING
140'-5"
3/4:12
fax: (408)-300-5121
1
2
3
4
5
TYP.
7' - 10"
ROOF PLAN KEYNOTES
6
TYP.
2
TYP.
6 TYP.
A9.01
7' - 10"
7' - 10"
14' - 2"
7' - 10"
7' - 10"
8' - 2"
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
TYP.
29'-5"
5 TYP.
1
2
2
A9.01 TYP.
30'-6"
A9.01 TYP.
STAMP
GRAPHIC KEY
7 TYP.
A9.01 TYP.
1
A9.01
TYP.
8' - 2"
3/4:12
8'-0"
TYP.
TYP.
A9.01
2
A9.01
TYP.
+/- 140' - 6"
STATE
(E) TURBINE VENT
68'-2"
5 TYP.
5 TYP.
+/- 9' - 0"
DOVER AVE.
1
1
+/- 31' - 0"
7' - 10"
5 TYP.
7
8
(E) COVERED WALKWAY.
(E) WEATHER PROOF J-BOX.
(E) DOWNSPOUT.
(E) ANTENNAE. PROTECT AND REINSTALL PER MFR'S RECOMMENDATIONS.
MODIFIED BITUMEN BUILT-UP ROOFING SYSTEM, INCLUDING FLASHING AND
ACCESSORIES. REMOVE (E) COMPOSITION ROOFING TO (E) CONCRETE DECK AND
PREPARE FOR NEW PRIOR TO INSTALLATION. REFER TO SHEET A9.01 FOR TYPICAL
ROOFING DETAILS.
(E) ROOFING EDGE STOP TO BE REMOVED. PROVIDE NEW EDGE WITH ROOFING SYSTEM.
PROTECT AND REINSTALL (E) GUTTER WHERE OCCURS.
(E) ROOFTOP DRAIN MODIFIED. SEE DETAIL 5/A9.01.
EQUIPMENT CURB TO SUPPORT (E) HVAC UNIT. SEE DETAIL 4/A9.01.
(E) FLUE, SEE DETAIL 3/A9.01
2
(E) EXHAUST FAN O/ CURB
A9.01 TYP.
(E) HOODED VENT O/ CURB
6' - 0"
5 TYP.
3/4:12
50'-5"
3/4:12
5 TYP.
5 TYP.
+/- 31' - 0"
(E) ROOF DRAIN MODIFIED, SEE DETAIL 5/A9.01
(E) ROOF HATCH O/ CURB
(E) PROPELLER EXHAUST O/ CURB
REVISIONS
No. Description
Date
(E) HVAC UNIT
8
6
A9.01
TYP.
7' - 4"
(E) TREES
(E) ROOF EDGE W/ GUTTER
5 TYP.
GUTTER
126' - 0"
4
4' - 6"
7' - 8"
(E)
2
(E) A.C. PAVING
4
(E) UPPER ROOF
2
A9.01 TYP.
(E)
4' - 6"
90' - 7"
(E)
(E) LOWER
ROOF
5 TYP.
MILESTONES
(E) PLAY STRUCTURE
SD
(E) PLAY STRUCTURE
A9.01 TYP.
DD
50% CD
8'-8"
6
(E) BUILDING N.I.C.
BUILDING KEY
3 TYP.
90% CD
DSA SUB
(E) LANDSCAPE
2
A9.01 TYP.
9'-5"
(E)
AREA OF WORK
SHEET
(E)
LOWER
ROOF
1
PARTIAL SITE
PLAN & ROOF
PLAN
D
(E)
A9.01 TYP.
31' - 4"
4/24/2017 6:01:05 PM
C:\Users\jbrown\Documents\2017028 - Cleo Gordon ES Re-Roofing (CENTRAL)_jbrown36UXL.rvt
3/4:12
EXISTING BUILDINGS:
5 TYP.
A
6
A9.01 TYP.
40' - 0"
9' - 4"
A
B
C
D
MULTI-PURPOSE, ADMIN., LIBRARY
CLASSROOMS
CLASSROOM
CLASSROOMS
30' - 0"
C
DATE
N
PARTIAL SITE PLAN & ROOF PLAN
1 SCALE:
1/16" = 1'-0"
B
N
04/24/2017
JOB #
2017026
SHEET #
A5.01
aedis
architects
CHARLES L. SULLIVAN M.S.
ROOFING REPLACEMENT
www.aedisarchitects.com
387 S. 1st Street, Suite 300
San Jose, CA 95113
tel: (408)-300-5160
fax: (408)-300-5121
PROJECT
CHARLES L.
SULLIVAN M.S.
ROOFING
REPLACEMENT
2195 UNION AVENUE, FAIRFIELD, CA 94533
FAIRFIELD-SUISUN UNIFIED SCHOOL DISTRICT
FAIRFIELD-SUISUN UNIFIED
SCHOOL DISTRICT
CONSTRUCTION DOCUMENTS
4/24/2017 6:00:10 PM
C:\Users\jbrown\Documents\2017030 - Charles L Sullivan MS Re-Roofing (CENTRAL) 1_jbrown36UXL.rvt
ABBREVIATIONS
&
@
A.B.
ABV.
A.C.
ACT
ADJ.
A.F.F.
ALUM.
A.P.
APPROX.
ARCH.
AND
AT
ANCHOR BOLT
ABOVE
ASPHALTIC CONCRETE
ACOUSTIC TILE
ADJUSTABLE
ABOVE FINISHED FLOOR
ALUMINUM
ACCESS PANEL
APPROXIMATELY
ARCHITECT
BD.
BLDG.
BLKG.
BM
B.M.
BOT.
BTWN
B.W.
BOARD
BUILDING
BLOCKING
BEAM
BENCH MARK
BOTTOM
BETWEEN
BOTH WAYS
CAB.
C.B.
C.C or O.C.
CEM.
CER. TILE
C.G.
C.I.
C.J.
CLG.
CLKG.
CLR.
CMU
CNTR.
C.O.
COL.
CONC.
CONST.
CONT.
CONTR.
C.P.
CTR.
CTSK.
C.W.
CABINET
CATCH BASIN
CENTER TO CENTER
CEMENT
CERAMIC TILE
CORNER GUARD
CAST IRON
CONTROL JOINT
CEILING
CAULKING
CLEAR
CONCRETE MASONRY UNIT
COUNTER
CLEANOUT
COLUMN
CONCRETE
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CONCRETE PIPE
CENTER
COUNTER SUNK
COLD WATER
D.A.
DBL
D.F.
D.FIR
DTL.
DIA. or Ø
DIM.
DISP.
DN
DO
DR.
DS.
DWG.
DISABLED ACCESS
DOUBLE
DRINKING FOUNTAIN
DOUGLAS FIR
DETAIL
DIAMETER
DIMENSION
DISPOSAL
DOWN
DITTO
DOOR
DOWNSPOUT
DRAWING
(E)
E.
EA.
E.J.
ELEC.
EL.
ELEV.
ENCL.
EQ.
EQUIP.
E.W.
E.W.C.
EX.
EXP.
EXT.
EXISTING
EAST
EACH
EXPANSION JOINT
ELECTRIC or ELECTRICAL
ELEVATION
ELEVATOR
ENCLOSE and/or ENCLOSURE
EQUAL
EQUIPMENT
EACH WAY
ELECTRIC WATER COOLER
EXPANSION
EXPOSED
EXTERIOR
F.A.
F.D.
FDN.
F.E.
F.E.C.
F.H.
F.H.C.
F.H.S.M.S.
F.H.W.S.
FIN.
FL. or FLR.
F.O.C.
F.O.F.
F.O.M.
F.O.S.
F.S.
FT.
FTG.
FURR.
FIRE ALARM
FLOOR DRAIN
FOUNDATION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FIRE HYDRANT
FIRE HOSE CABINET
FLAT HEAD SHEET METAL SCREW
FLAT HEAD WOOD SCREW
FINISH
FLOOR
FACE OF CONCRETE
FACE OF FINISH
FACE OF MASONRY
FACE OF STUD
FINISH SLAB
FOOT OR FEET
FOOTING
FURRING
GA.
GALV.
G.B.
G.I.
GL.
GLU-LAM
GND.
GR.
GYP.
GAUGE
GALVANIZED
GRAB BAR
GALVANIZED IRON
GLASS
GLUE-LAMINATED
GROUND
GRADE
GYPSUM
H.B.
H.C.
HDWD.
HDWR.
H.M.
HORIZ.
HR.
HT.
HOSE BIBB
HOLLOW CORE
HARDWOOD
HARDWARE
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
I.D.
INSUL.
INT.
INV.
INSIDE DIAMETER
INSULATION
INTERIOR
INVERT
GOVERNING BOARD
MAX.
M.B.
MECH.
MFR.
M.H.
MIN.
MIR.
MISC.
M.O.
M.S.
MTD.
MTL.
MUL.
MAXIMUM
MACHINE BOLT
MECHANICAL
MANUFACTURER
MANHOLE
MINIMUM
MIRROR
MISCELLANEOUS
MASONRY OPENING
MACHINE SCREW
MOUNTED
METAL
MULLION
(N)
N.
N.I.C.
NO. or #
NOM.
N.T.S.
NEW
NORTH
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
OBS.
O.C.
OCC.
O.D.
O.F.O.S.
O.F.C.I.
O.H.
OPNG.
OPP.
OBSCURE
ON CENTER
OCCUPANT(CY)
OVERFLOW DRAIN and/or OUTSIDE DIAMETER
OUTSIDE FACE OF STUD
OWNER FURNISHED and CONTRACTOR INSTALLED
OPPOSITE HAND
OPENING
OPPOSITE
P.A.F.
PL
P.L.
P. LAM
PLAS.
PLYWD.
PR.
PTD.
PTN.
POWDER ACTUATED FASTENER
PLATE
PROPERTY LINE
PLASTIC LAMINATE
PLASTER
PLYWOOD
PAIR
PAINTED
PARTITION
Q.T.
QUARRY TILE
R. or RAD.
R.C.P.
R.D.
R.E.
REF.
REINF.
REQ'D
R.H.M.S.
R.H.W.S.
RM.
R.O.
RWD.
R.W.L.
RADIUS
REINFORCED CONCRETE PIPE
ROOF DRAIN
RIM ELEVATION
REFERENCE
REINFORCING
REQUIRED
ROUND HEAD METAL SCREW
ROUND HEAD WOOD SCREW
ROOM
ROUGH OPENING
REDWOOD
RAIN WATER LEADER
S
S.A.D.
S.C.
S.C.D.
SCHED.
S.E.D.
S.F.
SHEATH.
SHT.
SIM.
S.L.D.
S.M.
S.M.D.
S.M.S.
S.O.V.
S.P.D.
SPEC.
SQ. or Ø
S.S.
S.S.D.
STAG.
STD.
STL.
STOR.
STRUCT.
S.T.S.M.S.
SUSP.
SOUTH
SEE ARCHITECTURAL DRAWINGS
SOLID CORE
SEE CIVIL DRAWINGS
SCHEDULE
SEE ELECTRICAL DRAWINGS
SQUARE FEET
SHEATHING
SHEET
SIMILAR
SEE LANDSCAPE DRAWINGS
SHEET METAL
SEE MECHANICAL DRAWINGS
SHEET METAL SCREW
SHUT OFF VALVE
SEE PLUMBING DRAWINGS
SPECIFICATIONS
SQUARE
STAINLESS STEEL
SEE STRUCTURAL DRAWINGS
STAGGERED
STANDARD
STEEL
STORAGE
STRUCTURAL
SELF TAPPING SHEET METAL SCREW
SUSPENDED
T.& G.
TEL.
TERR.
THRES.
T.J.
T.O.B.
T.O.C.
T.O.S.
T.O.W.
TYP.
TONGUE & GROOVE
TELEPHONE
TERRAZZO
THRESHOLD
TOOLED JOINT
TOP OF BEAM
TOP OF CURB or CONCRETE
TOP OF STEEL or SLAB
TOP OF WALL
TYPICAL
U.O.N.
UNLESS OTHERWISE NOTED
VERT.
V.C.P.
V.C.T.
V.G.
V.I.F.
V.T.R.
V.W.C.
VERTICAL
VITRIFIED CLAY PIPE
VINYL COMPOSITION TILE
VERTICAL GRAIN
VERIFY IN FIELD
VENT THROUGH ROOF
VINYL WALL COVERING
W
W/
W.C.
WD.
W.H.
W/O
W.O.
WP.
W. PT.
W.R.
WT.
WEST
WITH
WATER CLOSET
WOOD
WATER HEATER
WITHOUT
WHERE OCCURS
WATERPROOF / WEATHERPROOF
WORKING POINT
WATER RESISTANT
WEIGHT
SYMBOL LEGEND
ARCHITECTURAL
JUDI HONEYCHURCH
DAVID C. ISOM
JONATHAN RICHARDSON
JOAN GAUT
JOHN SILVA
BETHANY SMITH
CHRIS WILSON
AARON ORTEGA-ANDRADE
DIMENSION REFERENCE
10"
DISTRICT SUPERINTENDANT
KRIS COREY
10"
OWNER
K.D.
KILN DRIED
Z
LAB.
LAM.
LAV.
LKR.
LT.
LABORATORY
LAMINATE
LAVATORY
LOCKER
LIGHT
TITLE SHEET
PARTIAL SITE & ROOF PLAN
EXTERIOR DETAILS - ROOF
MATERIALS REFERENCE
FACE OF OBJECT
EARTH
GRAVEL / ROCK
CENTER LINE OF
OBJECT
CONCRETE
FAIRFIELD SUISUN UNIFIED SCHOOL DISTRICT
2001 WINSTON DRIVE
FAIRFIELD, CA 94543
PHONE: (707) 399-5148
CONTACT: PAUL SPEED
STAMP
CONCRETE BLOCK (CMU)
TAGS AND MARKERS
SAND, GROUT, OR PLASTER
PLAN REFERECE GRID
0
STEEL
PLYWOOD
WOOD, CONTINUOUS MEMBER
WOOD, BLOCKING
STATE
WOOD, FINISH GRADE
REVISION MARKER
1
CABINET TYPES
PLAN KEY NOTES
Room name
101
1
APPLICABLE CODES
1
2016 BUILDING STANDARDS ADMINISTRATION CODE (PART 1, TITLE 24, CCR)
2
2016 CALIFORNIA BUILDING CODE (PART 2, VOLUMES 1 AND 2, TITLE 24, CCR)
3
2016 CALIFORNIA ELECTRICAL CODE (PART 3, TITLE 24, CCR)
4
2016 CALIFORNIA MECHANICAL CODE (PART 4, TITLE 24, CCR)
5
2016 CALIFORNIA PLUMBING CODE (PART 5, TITLE 24, CCR)
6
2016 CALIFORNIA ENERGY CODE (PART 6, TITLE 24, CCR)
7
2016 CALIFORNIA FIRE CODE (PART 9, TITLE 24, CCR)
8
2016 CALGREEN BUILDING STANDARDS CODE (PART 11, TITLE 24, CCR)
9
2016 CALIFORNIA REFERENCED STANDARDS CODE (PART 12, TITLE 24, CCR)
10
TITLE 19, CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS
101a
ROOM NAME
ROOM NUMBER
WALL TYPE MARKER
XX-1
FINISH TAG
XX-1
FLOOR FINISH TAG
PC
- PREFINISHED CABINETS
PM
- PREFINISHED MOBILE CABINETS
PR
- PREFINISHED MOVEABLE CABINETS
PU
- PREFINISHED UTILITY CABINETS
PS
- SCIENCE CABINETS
2195 UNION AVENUE, FAIRFIELD, CA 94533
NOTE: REFER TO SPECIFICATIONS FOR SPECIFIC
CABINET TYPE REQUIREMENTS.
DOOR ID
SECTION REFERENCE
SECTION NUMBER
CENTER LINE
1
SIM
A12.08
REVISIONS
BUILDING KEY
No.
Description
EXISTING CONSTRUCTION
AREA OF WORK
D
REFERENCE LABEL
WHERE OCCURES
A
SHEET NUMBER
DETAIL REFERENCE
DETAIL NUMBER
1
A12.08
SIM
REFERENCE LABEL
WHERE OCCURES
SHEET NUMBER
C
GENERAL NOTES
1.
PARTIAL LIST OF APPLICABLE STANDARDS (AS REFERENCED IN 2016 CBC - CHAPTER 35 & CFC):
ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 36)
ROOM LABEL
DOOR DESIGNATION
ROOM NUMBER
REFERENCE STANDARDS
2010 EDITION
NFPA 17
STANDARD FOR DRY CHEMICAL EXTINGUISHING SYSTEMS
2017 EDITION
NFPA 17-A
STANDARD FOR WET CHEMICAL EXTINGUISHING SYSTEMS
2017 EDITION
NFPA 72
NATIONAL FIRE ALARM AND SIGNALING CODE
2016 EDITION
NFPA 80
STANDARD FOR FIRE DOOR AND OTHER OPENING PROTECTIVES
2016 EDITION
3.
NFPA 110
STANDARD FOR EMERGENCY AND STANDBY POWER SYSTEMS
2016 EDITION
4.
NFPA 253
STANDARD METHOD OF TEST FOR CRITICAL RADIANT FLUX OF
FLOOR COVERING SYSTEMS USING A RADIANT HEAT ENERGY SOURCE
2015 EDITION
STANDARD ON CLEAN AGENT FIRE EXTINGUISHER SYSTEMS
2015 EDITION
NFPA 2001
Y
T1
A5.01
A9.01
REFER TO ARCHITECTURAL FLOOR PLAN SHEETS AND CONSULTANT DRAWINGS FOR ADDITIONAL
SYMBOLS AND REFERENCE DESIGNATIONS
2.
5.
X
JANITOR
JOINT
DRAWING INDEX
LOCATION MAP
STRUCTURAL GRID LINE
JAN.
JT
CONSULTANT
6.
B
MILESTONES
PRIOR TO BIDDING, THE GENERAL CONTRACTOR SHALL VISIT & INSPECT THE SITE TO
FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AFFECTING THE NEW WORK. THE
GENERAL CONTRACTOR SHALL NOT DISPUTE, COMPLAIN, OR ASSERT THAT THERE IS ANY
MISUNDERSTANDING IN REGARDS TO LOCATION, EXTENT, NATURE, OR AMOUNT OF WORK TO BE
PERFORMED UNDER THIS CONTRACT DUE TO THE CONTRACTOR'S FAILURE TO INSPECT THE
SITE AND/OR FAILURE TO INSPECT THE CONTRACT DOCUMENTS.
THE GENERAL CONTRACTOR & SUBCONTRACTORS ARE RESPONSIBLE FOR LOCATING &
VERIFYING ALL EXISTING UNDERGROUND UTILITIES IN ALL AREAS OF THE NEW WORK PRIOR TO
COMMENCEMENT OF EXCAVATION. EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE
APPROXIMATE ROUTING LOCATIONS AS BEST DETERMINED FROM EXISTING DRAWINGS & BY
THE SCHOOL DISTRICT, BUT SHOULD NOT BE CONSTRUED TO REPRESENT ALL EXISTING
UTILITIES.
ANY ALTERATIONS OF EXISTING FACILITIES TO ACCOMMODATE THE INSTALLATION OF NEW
WORK SHALL BE REVIEWED BY THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK.
ALL EXISTING FINISHES OR MATERIALS DAMAGED OR DEMOLISHED DUE TO NEW CONSTRUCTION
SHALL BE RESTORED TO THEIR ORIGINAL STATE OR REPLACED WITH NEW MATERIALS FINISHED
TO MATCH EXISTING.
CONTRACTOR SHALL COORDINATE ALL WORK TO AVOID DISRUPTION OF STUDENTS OR
TEACHERS DURING SCHOOL HOURS. ANY DISRUPTION OF POWER, TELEPHONE, OR HVAC
SYSTEMS MUST BE COORDINATED AND APPROVED BY THE DISTRICT REPRESENTATIVE PRIOR
TO ANY WORK COMMENCING.
COMPLIANCE WITH CFC CHAPTER 33 (FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION)
AND CBC CHAPTER 33 (SAFEGUARDS DURING CONSTRUCTION) WILL BE ENFORCED.
SHEET
TITLE SHEET
ADMINISTRATIVE REQUIREMENTS
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
A COPY OF PART 1 AND 2 CCR SHALL BE KEPT ON SITE AT ALL TIMES.
ALL CONSTRUCTION CHANGE DOCUMENTS AND ADDENDA TO BE SIGNED BY AND APPROVED BY THE
ARCHITECT AND OWNER.
ALL TESTS TO CONFORM TO THE REQUIREMENTS OF SECTION 4-335.
TESTS OF MATERIALS AND TESTING LABORATORY SHALL BE IN ACCORDANCE WITH SECTION 4-335.
DSA SHALL BE NOTIFIED AT THE START OF CONSTRUCTION AND PRIOR TO PLACEMENT OF
CONCRETE PER SECTION 4-331.
INSPECTOR SHALL BE APPROVED BY DSA. INSPECTOR SHALL BE IN ACCORDANCE WITH SECTION 4333(b). THE DUTY OF THE INSPECTOR SHALL BE IN ACCORDANCE WITH SECTION 4-342.
SUPERVISION OF CONSTRUCTION BY DSA SHALL BE IN ACCORDANCE WITH 4-334.
CONTRACTOR, INSPECTOR, ARCHITECT, AND ENGINEERS SHALL SUBMIT VERIFIED REPORTS (FORM
6) IN ACCORDANCE WITH SECTION 4-336 AND 4-343.
THE ARCHITECT AND THE STRUCTURAL ENGINEERS SHALL PERFORM THEIR DUTIES IN ACCORDANCE
WITH SECTIONS 4-333(a) AND 4-341.
THE CONTRACTOR SHALL PERFORM HIS DUTIES IN ACCORDANCE WITH SECTION 4-343.
DSA IS NOT SUBJECT TO ARBITRATION.
EXISTING CONDITIONS
1. TYPE OF EXISTING CONSTRUCTION:
2. NUMBER OF FLOORS:
3. NUMBER OF BASEMENTS:
4. FULLY SPRINKLERED BUILDING:
5. EXISTING OCCUPANCY GROUP:
6. BUILDING AREA IN SQ. FT:
7. YEAR BUILT:
V
1
NONE
NO
E, A & B
38,136 SQ. FT.
SCOPE OF WORK
DATE
1. REMOVE EXISTING COMPOSITION ROOFING SYSTEM TO EXISTING WOOD DECK AND REPLACE
WITH NEW MODIFIED BITUMEN BUILT-UP ROOFING SYSTEM.
JOB #
DEFERRED APPROVAL
NONE.
04/24/2017
2017026
SHEET #
T1
Date
GENERAL SHEET NOTES
A
CONTRACTOR SHALL MAINTAIN FIRE LANE ACCESS THROUGHOUT PROJECT.
B
DO NOT INTERRUPT EXISTING UTILITY SERVICES SERVING OCCUPIED OR USED FACILITIES, EXCEPT
WHEN AUTHORIZED IN WRITING BY AND COORDINATED WITH THE OWNER.
C
PROTECT EXISTING & NEW STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, TREES AND SHRUBS
FROM DAMAGE DURING CONSTRUCTION.
aedis
architects
www.aedisarchitects.com
D
E
ION AV
TO UN
tel: (408)-300-5160
3 TYP.
TYP.
A9.01
29' - 6"
7' - 11"
40' - 3"
CONTRACTOR TO COORDINATE ALL WORK WITH DISTRICT SCHEDULE INCLUDING TEMPORARY
SHUT DOWN OF EXISTING ELECTRICAL, MECHANICAL, AND VENTILATION SYSTEMS DURING
CONSTRUCTION.
F
ALL EXISTING ROOFTOP EQUIPMENT, CONDUITS, SUPPORTS SHALL REMAIN UNLESS OTHERWISE
NOTED. CONTRACTOR SHALL PROTECT AND MAINTAIN THESE ITEMS AS NEEDED TO COMPLETE
CONSTRUCTION. PROVIDE ROOFING PER DETAILS ON SHEET A9.01.
PROJECT
G
THE SLOPES IDENTIFIED IN THESE PLANS ARE ASSUMED TO BE PRE-EXISTING. THE CONTRACTOR
SHALL PROVIDE AND INSTALL REPLACEMENT ROOFING TO ACHIEVE POSITIVE DRAINAGE AS
INTENDED THROUGHOUT. PROVIDE 1/4" MIN. SLOPE CRICKETS AT EXISTING EQUIPMENT AND
SKYLIGHT CURBS AS NEEDED.
H
CONTRACTOR SHALL PROTECT AND RE-USE EXISTING FLASHING AT WALLS AND CURBS TO
RE-ESTABLISH ASSEMBLY PERFORMANCE AND PROTECTION AGAINST WEATHER. SUCH
CONDITIONS SHALL SATISFY THE REQUIREMENTS OF THE ROOFING SYSTEM MANUFACTURER AND
WITHOUT COMPROMISE TO WARRANTY.
CHARLES L.
SULLIVAN M.S.
ROOFING
REPLACEMENT
I
CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING ANY WORK.
J
CONTRACTOR SHALL PROVIDE ADVANCE NOTICE TO THE ARCHITECT AND/OR OWNER'S
REPRESENTATIVE TO INSPECT THE EXISTING DECKING FOR PRE-EXISTING DAMAGE PRIOR TO
INSTALLATION OF NEW ROOFING.
K
REMOVE (E) WOOD SUPPORTS FOR EQUIPMENT AND/OR PIPING THROUGHOUT AND
REPLACE-IN-KIND UNLESS OTHERWISE NOTED. PROTECT AND RERATTACH TO MATCH OR EXCEED
PRE-EXISTING CONDITIONS AND INTERVALS.
22' - 5"
(E)
5 TYP.
3/4:12
7' - 4"
8
(E) LOWER
ROOF
31' - 9"
8
6
A9.01
80' - 0"
TYP. 3
3/4:12
1
A9.01
(E) A.C. PAVING
5 TYP.
(E)
5 TYP.
A9.01
89' - 8"
TYP.
(E) LOWER
ROOF
(E) UPPER
ROOF
(E)
3/4:12
ROOF PLAN KEYNOTES
48' - 3"
1
2
3
4
5
6
(E)
9
2
(E) COVERED WALKWAY.
(E) WEATHER PROOF J-BOX.
(E) DOWNSPOUT. PROVIDE SPLASH BLOCK WHERE DISCHARGE OCCURS O/ ROOF.
(E) ANTENNAE. PROTECT AND REINSTALL PER MFR'S RECOMMENDATIONS.
MODIFIED BITUMEN BUILT-UP ROOFING SYSTEM O/ TAPERED INSULATION O/ (E) ROOF
(E) ROOFING EDGE STOP TO BE REMOVED. PROVIDE NEW EDGE WITH ROOFING
SYSTEM. PROTECT AND REINSTALL (E) GUTTER WHERE OCCURS.
(E) ROOFTOP DRAIN MODIFIED. SEE DETAIL 5/A9.01.
EQUIPMENT CURB TO SUPPORT (E) HVAC UNIT. SEE DETAIL 4/A9.01.
A9.01
7
8
123' - 9"
(E) BUILDING N.I.C
FAIRFIELD-SUISUN UNIFIED
SCHOOL DISTRICT
6
5 TYP.
TYP.
fax: (408)-300-5121
CONSULTANT
8
5 TYP.
San Jose, CA 95113
E
2 TYP.
6
387 S. 1st Street, Suite 300
CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROTECTION FOR DISTRICT PROPERTY
EXPOSED TO INCLEMENT WEATHER AS A RESULT OF CONSTRUCTION.
(E) BUILDING N.I.C.
(E)
8
6' - 11"
STAMP
4 TYP.
4 TYP.
GRAPHIC KEY
3 TYP.
(E) BUILDING N.I.C
(E) BUILDING N.I.C
(E) TURBINE VENT
(E) LANDSCAPE
50' - 4"
3/4:12
(E) LANDSCAPE
2
(E) FLUE, SEE DETAIL 3/A9.01
(E) EXHAUST FAN O/ CURB
(E) HOODED VENT O/ CURB
STATE
(E) ROOF DRAIN MODIFIED
TYP.
5 TYP.
A9.01
TYP. 1
(E) ROOF HATCH O/ CURB
6' - 3"
103' - 10"
5 TYP.
(E) PROPELLER EXHAUST O/ CURB
(E) HVAC UNIT
(E) LANDSCAPE
TYP. 2
30' - 8"
35' - 3"
(E) A.C. PAVING
(E) TREES
REVISIONS
No. Description
(E) ROOF EDGE W/ GUTTER
Date
6' - 2"
GUTTER
(E) BUILDING N.I.C
3/4:12
TYP.
3/4:12
3/4:12
MILESTONES
92
SD
A9.01
13' - 3"
140' - 6"
BUILDING KEY
DD
50% CD
EXISTING CONSTRUCTION
90% CD
AREA OF WORK
5 TYP.
3' - 0"
A
SHEET
PARTIAL SITE &
ROOF PLAN
5 TYP.
5 TYP.
3' - 0"
5 TYP.
DSA SUB
D
(E) SHADE STRUCTURE
C
1
1
A9.01
9
2
A9.01
2
B
TYP.
TYP.
A9.01
6' - 2"
4/24/2017 6:00:09 PM
C:\Users\jbrown\Documents\2017030 - Charles L Sullivan MS Re-Roofing (CENTRAL) 1_jbrown36UXL.rvt
TYP. 6
3/4:12
140' - 6"
(E) BUILDING N.I.C
6 TYP.
5 TYP.
3' - 0"
5 TYP.
3' - 0"
(E) SHADE STRUCTURE
7 TYP.
A9.01
2
A9.01
TYP.
N
38' - 1"
71' - 0"
69' -0"
2
A9.01
ROOF PLAN
1 SCALE:
1/16" = 1'-0"
TYP.
DATE
31' - 0"
30' -0"
9' - 0"
9' - 0"
31' - 0"
04/24/2017
30' -2"
N
JOB #
2017026
SHEET #
A5.01

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