abbreviations - solano community college bid drawings vallejo center.… · solano community...
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I. GENERAL REQUIREMENTS
A. THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS REPRESENT THE FINISHEDSTRUCTURE. THE MEANS, METHODS, PROCEDURES AND SEQUENCE OF CONSTRUCTION ARE THERESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARYPRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OFCONSTRUCTION.
B. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THESAFETY OF PERSONNEL AND PROPERTY ON AND AROUND THE JOBSITE. THE CONTRACTOR SHALLPROVIDE SHORING, BRACING, GUYS, ETC. IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONALSTANDARDS.
C. ALL CONSTRUCTION, TESTING, AND INSPECTIONS SHALL CONFORM TO THE BUILDING CODEREFERENCED UNDER THE HEADING “BASIS OF DESIGN” BELOW.
D. STANDARDS REFERENCED IN THESE DRAWINGS SHALL BE THE LATEST EDITION, UNLESSOTHERWISE NOTED.
E. SEE DRAWINGS OTHER THAN STRUCTURAL FOR; OPENINGS IN WALLS AND FLOORS REQUIREDBY MEP FEATURES; CURBS; SLOPES; DRAINS; PADS; EMBEDDED ITEMS; ETC. COORDINATE THESEITEMS WITH THE STRUCTURAL DRAWINGS.
F. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE JOB SITE BEFORE COMMENCINGWORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT AND SEOR.
G. OMISSIONS OR DISCREPANCIES BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACTDOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE SEOR AND RESOLVED BEFOREPROCEEDING WITH THE WORK.
H. DO NOT SCALE THE DRAWINGS; USE WRITTEN DIMENSIONS ONLY. WHERE NO DIMENSIONS AREPROVIDED OR WHERE DIMENSIONS PROVIDED CONFLICT WITH OTHER DRAWINGS, CONSULT THESEOR.
I. TYPICAL DETAILS ARE INTENDED TO APPLY TO APPLICABLE SITUATIONS, UNLESS OTHERWISENOTED. TYPICAL DETAILS MAY NOT BE SPECIFICALLY LOCATED.
J. DETAILS SHALL BE APPLIED TO EVERY LIKE CONDITION WHETHER OR NOT THEY AREREFERENCED IN EVERY INSTANCE. FOR CONDITIONS NOT SPECIFICALLY SHOWN, USE DETAILSSIMILAR TO THOSE PROVIDED.
K. THE CONTRACTOR SHALL VERIFY THAT CONSTRUCTION LOADS DO NOT EXCEED THE CAPACITYOF THE STRUCTURE AT THE TIME THE LOADS ARE PLACED.
II. BASIS OF DESIGN
A. THE STRUCTURAL DESIGN OF THIS PROJECT IS GOVERNED BY THE 2013 CALIFORNIABUILDING CODE (CBC) WITH SS/DSA AMMENDMENTS.
B. RISK CATEGORY = III
C. DEAD LOADS:1. SELF-WEIGHT OF STRUCTURE2. MECHANICAL UNITS = SEE WEIGHT ON PLAN
D. LIVE LOADS:1. CLASSROOMS = 50 PSF
2. ROOF = 20 PSF
E. WIND DESIGN DATA:1. BASIC WIND SPEED = 115 MPH2. EXPOSURE CATEGORY = C3. TOPOGRAPHIC FACTOR = 1.0
F. SEISMIC DESIGN DATA:1. Ip = 1.002. SDS = 1.0803. SP1 = 0.5564. SITE CLASS = D5. SEISMIC DESIGN CATEGORY = D6. ap = VARIES7. Rp = VARIES
III. WOOD
A. ALL WOOD FRAMING SHALL CONFORM TO NATIONAL DESIGN SPECIFICATIONS (NDS) FORWOOD CONSTRUCTION AND APA PDS, PLYWOOD DESIGN SPECIFICATION.
B. ALL WOOD FRAMING SHALL BE DOUGLAS FIR LARCH, UNLESS OTHERWISE NOTED. GRADESHALL BE AS FOLLOWS:
1. JOISTS = 12. BEAMS = 13. BLOCKING AND MISCELLANEOUS = 2
C. REJECTION OF WOOD MEMBERS: THE PROVISION IN DOC PS 20 (AS REFERENCED BY CBC2303.1.1) WHICH PERMITS FIVE PERCENT OF THE MATERIAL TO FALL BELOW GRADE SHALL NOTBE CONSTRUED TO PERMIT BELOW-GRADE MATERIAL TO BE USED AS LOAD-CARRYINGMEMBERS WHICH HAVE BEEN DESIGNED FOR SPECIFIC ALLOWABLE STRESSES ANDACCEPTABLE SAFETY FACTORS. MATERIALS WHICH FALL BELOW GRADE SHALL BE REJECTEDFOR LOAD-CARRYING USE. WOOD MEMBERS WHICH ARE REQUIRED TO CARRY DESIGN LOADSAND WHICH THE PROJECT ARCHITECT, SEOR OR INSPECTOR JUDGE TO BE MISGRADED SHALLBE REINSPECTED BY A QUALIFIED LUMBER GRADING INSPECTOR TO VERIFY THE PROPERGRADING OF THE MATERIAL. WOOD MEMBERS WHICH HAVE PERMISSIBLE GRADECHARACTERISTICS OR DEFECTS IN SUCH COMBINATION AS TO AFFECT THE SERVICEABILITY OFTHE MEMBER SHALL BE REJECTED BY THE PROJECT INSPECTOR WITH THE CONCURRENCE OFTHE ARCHITECT OR SEOR.
D. MAXIMUM MOISTURE CONTENT SHALL BE 15% AT TIME OF FRAMING FOR NEW WOODMEMBERS ADJACENT TO EXISTING WOOD MEMBERS.
E. WOOD CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON STRONG TIE OR EQUALPRODUCT IF APPROVED BY SEOR. SIMPSON DESIGNATIONS USED IN THESE DRAWINGS.
F. LAG BOLTS AND UNFINISHED MACHINE BOLTS SHALL CONFORM TO ASTM A307. PROVIDEWASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD.
G. ANCHOR RODS SHALL CONFORM TO ASTM F1554 GR 36.
H. FASTENERS INSTALLED IN PRESSURE TREATED OR FIRE RETARDANT TREATED WOODSHALL BE GALVANIZED.
IV. POST-INSTALLED ANCHORS
A. POST-INSTALLED ANCHORS INCLUDE EXPANSION ANCHORS AND POWDER-ACTUATEDFASTENERS.
B. DO NOT DAMAGE OR CUT EXISTING REINFORCING STEEL WHILE INSTALLING POST-INSTALLEDANCHORS. NOTIFY SEOR IF EXISTING REINFORCING STEEL INTERFERES WITH INSTALLATION OFPOST-INSTALLED ANCHORS.
C. ALL MIS-DRILLED OR UNACCEPTABLE HOLES SHALL NOT BE USED AND SHALL BE GROUTEDSOLID.
D. ALL POST-INSTALLED ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE ICC-ES REPORT AND MANUFACTURER’S RECOMMENDATIONS.
E. PROVIDE SPECIAL INSPECTION FOR THE INSTALLATION OF ALL POST-INSTALLED ANCHORS,UNLESS OTHERWISE NOTED.
F. FIELD TEST POST-INSTALLED ANCHORS, UNLESS OTHERWISE NOTED. FIELD TESTING SHALLBE IN COMPLIANCE WITH THE FOLLOWING:
1. 50% OF POST-INSTALLED ANCHORS USED FOR NON-STRUCTURAL APPLICATIONS SHALLBE TESTED, INCLUDING ONE HALF OF ALL ANCHORS IN EACH GROUP.
a. IF ANY ANCHOR FAILS TESTING, ALL ANCHORS OF THE SAME TYPE THAT AREUNTESTED SHALL BE TESTED UNTIL 20 CONSECUTIVE ANCHORS PASS.
2. TORQUE TESTING MAY BE USED FOR TORQUE CONTROLLED POST-INSTALLEDANCHORS; TENSION TEST ALL OTHER POST-INSTALLED ANCHORS.3. TORQUE TESTING SHALL BE IN ACCORDANCE WITH CBC SECTION 1913A.7.4.2.4. TENSION TESTING SHALL BE IN ACCORDANCE WITH CBC SECTION 1913A.7.4.1.5. ALL FIELD TESTING SHALL BE DONE UNDER THE OBSERVATION OF THE PROJECTINSPECTOR.6. TESTING SHALL OCCUR AT LEAST 24 HOURS AFTER THE ANCHOR HAS BEENINSTALLED.
G. EXPANSION ANCHORS1. FOR INSTALLATION IN CONCRETE, EXPANSION ANCHORS SHALL BE ONE OF THEFOLLOWING:
a. STRONG BOLT 2 PER ICC-ES ESR-3037 AS MANUFACTURED BY SIMPSON STRONGTIE.b. KWIK BOLT TZ PER ICC-ES ESR-1917 AS MANUFACTURED BY HILTI, INC.
2. USE STAINLESS STEEL AT EXTERIOR, WEATHER-EXPOSED OR DAMP LOCATIONS;CARBON STEEL EXPANSION ANCHORS MAY BE USED AT ALL OTHER LOCATION, UNLESSOTHERWISE NOTED.3. MINIMUM ANCHOR EMBEDMENT AND TORQUE TEST VALUES ARE AS FOLLOWS:
KWIK BOLT TZ IN NORMAL WEIGHT CONCRETE (f’c = 3000 PSI MIN)
ANCHORDIAMETER
EMBED (IN)MINIMUM HOLE TORQUE TEST
(IN) DEPTH (IN) VALUE (FT-LBS)
3/8 2 5/16 2 5/8 25
1/2 2 3/8 2 5/8 40
5/8 4 7/16 4 3/4 60
3/4 5 9/16 5 3/4 110
STRONG BOLT 2 IN NORMAL WEIGHT CONCRETE (f’c = 3000 PSI MIN)
ANCHORDIAMETER
EMBED (IN) MINIMUM HOLE TORQUE TEST
(IN) DEPTH (IN) VALUE (FT-LBS)
3/8 1 7/8 2 30
1/2 2 3/4 3 60
5/8 5 1/8 5 3/8 90
3/4 5 3/4 6 150
KWIK BOLT TZ IN LIGHT WEIGHT CONCRETE (f’c = 3000 PSI MIN)
ANCHORDIAMETER
EMBED (IN) MINIMUM HOLE TORQUE TEST
(IN) DEPTH (IN) VALUE (FT-LBS)
3/8 2 5/16 2 5/8 25
1/2 2 3/8 2 5/8 40
5/8 3 9/16 3 7/8 60
STRONG BOLT 2 IN LIGHT WEIGHT CONCRETE (f’c = 3000 PSI MIN)
ANCHORDIAMETER
EMBED (IN) MINIMUM HOLE TORQUE TEST
(IN) DEPTH (IN) VALUE (FT-LBS)
3/8 1 7/8 2 30
1/2 2 3/4 3 60
5/8 3 3/8 3 5/8 90
3/4 4 1/8 4 3/8 150
H. POWDER-ACTUATED FASTENERS1. PAF SHALL BE ONE OF THE FOLLOWING:
a. SIMPSON STRONG TIE POWDER-ACTUATED FASTENERS PER ICC-ES ESR-2138 FOR ANCHORAGE OF METAL TO CONCRETE, OR STEEL.b. HILTI, INC. X-U PER ICC-ES ESR-2269 FOR ANCHORAGE OF METAL TO CONCRETE,OR STEEL
2. PROVIDE 0.08”x1.1”x1.1” SQUARE OR 0.08”x1.425” DIAMETER ROUND WASHER AT EACH PAF.3. MINIMUM PAF EMBED INTO CONCRETE SHALL BE 1”, UNLESS OTHERWISE NOTED.4. MINIMUM PAF EMBED INTO STEEL SHALL BE PER MANUFACTURER.
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582 MARKET ST. STE. 1402SAN FRANCISCO, CA 94104Office:(415) 466-2997www.BASEdesigninc.com
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582 MARKETSTREET, SUITE 400SAN FRANCISCO, CA94104(415) 963-4303
212 9TH STREET,SUITE 203OAKLAND, CA 94612
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ABBREVIATIONS DESCRIPTION
(E) EXISTING
ADDL ADDITIONAL
BLDG BUILDING
BLK BLOCK
BLKG BLOCKING
BM BEAM
BOT BOTTOM
BTWN BETWEEN
CL CENTER LINE
CLR CLEAR OR CLEARANCE
CONN CONNECTION(S)
CONT CONTINUOUS
CTR CENTER
CTRD CENTERED
CTRSK COUNTERSINK
db DIAMETER OF BOLT OR REBAR
DF DOUGLAS FIR
DIA DIAMETER
DWG(S) DRAWING(S)
EA EACH
EF EACH FACE
EMBED EMBEDMENT
EQ EQUAL
EQUIP EQUIPMENT
EW EACH WAY
EXP EXPANSION
GA GAGE, GAUGE
GLB GLUE-LAMINATED BEAM
GR GRADE
HGR HANGER
HORIZ HORIZONTAL
HSS HOLLOW STRUCTURAL SECTION (TUBESTEEL)
HVAC HEATING VENTING AND AIRCONDITIONING
INFO INFORMATION
LBS POUNDS
MAX MAXIMUM
MB UNFINISHED MACHINE BOLT
MECH MECHANICAL
MEP MECHANICAL, ELECTRICAL, PLUMBING,FIRE PROTECTION
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MTL METAL
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
OH OPPOSITE HAND
OPNG(S) OPENING(S)
PAF POWDER ACTUATED FASTENER
PERP PERPENDICULAR
PL PLATE
PLY PLYWOOD
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED
REF REFERENCE
REQD REQUIRED
REV REVISION
SCHED SCHEDULE(D)
SEOR STRUCTURAL ENGINEER OF RECORD
SF SQUARE FOOT (FEET)
SHT SHEET
SIM SIMILAR
SMD SEE MECHANICAL DRAWINGS
SMS SHEET METAL SCREW(S)
STAGG'D STAGGERED
STD STANDARD
T&B TOP AND BOTTOM
THRD'D THREADED
TO TOP OF
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
VERT VERTICAL
VIF VERIFY IN FIELD
W/ WITH
W/O WITHOUT
WF WIDE FLANGE
WT WEIGHT
ABBREVIATIONS
RTU1
RTU2
RTU3
RTU4
RTU5
RTU6
RTU11
RTU12
RTU14
RTU13
CU1
CU3
CU4
CU5
CU6
CU7
CU8
CU9
CU10
CU14
CU13
CU11
CU12
8
9
10
11
12
13
14
15
14.214.5
A
B
C
D
B.2
6 7
N
P
12.8
1230LBS
780LBS
150LBS
150LBS
150LBS
910LBS
150LBS
180LBS
960LBS
180LBS
910LBS
180LBS
780LBS
180LBS
150LBS
780LBS
780LBS
780LBS
780LBS
200LBS
150LBS
150LBS
230LBS
180LBS
(E)W18X40
(E)W18X40
(E)W21X50
(E)W18X40
(E)W18X40
(E)W18X40
(E)W21X50
(E)W
21X62
(E)W
18X40
(E)GLB 6 3/4x18
(E)GLB 8 3/4x24
(E)GLB 8 3/4x24
(E)GLB 8 3/4x18
(E)GLB 6 3/4x18
(E)GLB 8 3/4x21
(E)W18X40
(E)W18X40
(E)W
18X40
(E)G
LB 8 3/4x21
(E)W18X40
(E)W21X50
(E)W21X50
(E)W18X40
(E)W
21X62
(E)G
LB 8 3/4x21
(E)G
LB 8 3/4x21
(E)W
18X35
(E)G
LB 8 3/4x24
(E)G
LB 8 3/4x21 (E
)W18X
40
(E)W
18X40
(E)W
18X40
(E)W
18X40
(E)W
18X40
(E)G
LB 8 3/4x21
(E)W
18X40
(E)G
LB 8 3/4x21
?
(E)W
24X131
(E)W
18X40
(E)GLB 5 1/8x18
(E)GLB 8 3/4x18
(E)GLB 8 3/4x18
(E)GLB 8 3/4x18
(E)GLB 8 3/4x18
(E)GLB 8 3/4x24
(E)GLB 8 3/4x24
(E)GLB 8 3/4x24
(E)GLB 8 3/4x24
?
(E)G
LB 6 3/4x18
(E)GLB 5 1/8x12(E)GLB 5 1/8x12
(E)G
LB 6 3/4x18 (E)GLB 5 1/8x12
(E)GLB 5 1/8x12
(E)6x10
(E)6x10
(E)4x10(E)4x10
(E)6x10
(E)6x10 (E)4x10
(E)4x10
(E)6x10
(E)6x10
(E)4x10(E)4x10
(E)6x10
(E)6x10
(E)8 3/4x18
(E)6x10
(E)6x10
(E)6x10
(E)6x10
(E) CURVEDHSS12x8x3/8
(E)6x12
(E)6x10
(E)6x10
(E)GLB 5 1/8x18
(E)6x10
(E)GLB 3 1/8x18
(E)6x12
(E) 16" O
PEN WEB TRUSS
@24"O.C.
(E) 18" O
PEN WEB TRUSS
@24"O.C.
(E) 18" O
PEN WEB TRUSS
@24"O.C.
(E) 18" O
PEN WEB TRUSS
@24"O.C.
(E) 18" O
PEN WEB TRUSS
@24"O.C.
(E) 14" O
PEN WEB TRUSS
@24"O.C.
(E) 18" O
PEN WEB TRUSS
@24"O.C.
(E) 18" O
PEN WEB TRUSS
@24"O.C.
(E) 18" O
PEN WEB TRUSS
@24"O.C.
(E) 18" O
PEN WEB TRUSS
@24"O.C.
(E) 18" O
PEN WEB TRUSS
@24"O.C.
(E) 16" O
PEN WEB TRUSS
@ 24'' O.C
(E) OPEN W
EB TRUSS
(E) OPEN W
EB TRUSS
(E) OPEN W
EB TRUSS
(E) OPEN W
EB TRUSS
(E) OPEN W
EB
TRUSS
(E) 1/2"PLYWOOD
(E)2x10@ 16'' O.C
(E)2x10@ 16'' O.C
(E)2x10@ 24'' O.C(E)2x10@ 24'' O.C
(E)2x10
@ 24'' O.C
(E)2x10@ 24'' O.C
(E)2x10@ 24'' O.C
(E)2x10@ 24'' O.C
(E)2x10@ 24'' O.C
(E) G
LB 8.75x24
(E) G
LB 8.75x24
(E) OPEN W
EB TRUSS
(E)2x10@ 16'' O.C
(E)2x10@ 24'' O.C
(E)4x10?
(E)4x10 (E)2x10
@ 16'' O.C
(E)2x10
@ 24'' O.C
(E)2x10
(E)2x10
@ 24'' O.C
(E)2x10
@ 24'' O.C
(E)2x10
@ 24'' O.C
(E)2x10
@ 24'' O.C
(E)2x10@ 24'' O.C
(E)2x10@ 24'' O.C
(E)W18X40
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582 MARKET ST. STE. 1402SAN FRANCISCO, CA 94104Office:(415) 466-2997www.BASEdesigninc.com
DESIGNBASE
582 MARKETSTREET, SUITE 400SAN FRANCISCO, CA94104(415) 963-4303
212 9TH STREET,SUITE 203OAKLAND, CA 94612
Of Sheets.
Job:
Drawn:
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Date:
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Seal & Signature:
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1/8" = 1'-0"
S2.1
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1 VALLEJO EDUCATION CENTER EAST ROOF FRAMING PLAN 1/8" = 1'-0"
FRAMING PLAN NOTES:1. SEE GENERAL NOTES AND ABBREVIATIONS ON SHEET S1.1.
2. MARKS , INDICATE NEW MECHANICAL UNIT AND MAXIMUM
OPERATING WEIGHT. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.
3. SEE SHEET S8.1 FOR TYPICAL WOOD FRAMING DETAILS.
4. AT CU UNITS, PROVIDE 4x8 BLOCKING ALL 4 SIDES WITH A35 CLIPS EA SIDE EACH END.
5. AT RTU UNITS, PROVIDE 6x10 BEAMS AT EDGES PARALLEL TO (E) JOISTS; PROVIDE 6x10BLOCKING WITH A35 CLIPS EACH SIDE EACH END AT EDGES PERPENDICULAR TO (E) JOISTS.
RTU14
910LBS
RTU7
RTU8 RTU
9RTU10
6
7
N
P
1A2A 3A 4A 5A 6A 7A
E
F
G
H
J
K
L
M
1 2 3 41.7
780LBS
1230LBS
1230LBS1230LBS
(E)W
27X
84
(E)W
27X
84
(E)W
27X
84
(E)W27X84 (E)W27X84
1.55
(E)W
27X
84
1.56
(E)W
27X
84
(E)W27X84 (E)W27X84
(E)W14X22
(E)GLB 5 1/8x21
(E)GLB 5 1/8x21
(E)GLB 5 1/8x21
(E)GLB 5.125x12
(E)GLB 5.125x12
(E)GLB 5.125x12
(E)G
LB 5
1/8
x21
(E)G
LB 5
1/8
x21
(E)G
LB 5
1/8
x21
(E)G
LB 5
1/8
x21
(E)4x10(E)4x10
(E)4x10(E)4x10
(E)4
x10
(E)4
x10
(E)6
x10
(E)6
x12
(E)
2x10
@24
"O.C
.(E
) 2x
10@
24"O
.C.
(E)
2x10
@24
"O.C
.(E
) 2x
10@
24"O
.C.
(E) 2x10@24"O.C.
(E) 2x10@24"O.C.
(E) 2x10@24"O.C.
(E) 2x10@24"O.C. (E) 2x10
@24"O.C.
(E) 2x10@24"O.C.
(E) 2x10@24"O.C.
(E)
2x10
@24
"O.C
.
(E) METAL DECK
(E)6x10
(E)6x10
(E)6x10
(E)6x10
(E)6x10
(E)W
18X35
(E) 1/2''PLYWOODSHEATHING
(E)6x12
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Exp. 12-31-16
582 MARKET ST. STE. 1402SAN FRANCISCO, CA 94104Office:(415) 466-2997www.BASEdesigninc.com
DESIGNBASE
582 MARKETSTREET, SUITE 400SAN FRANCISCO, CA94104(415) 963-4303
212 9TH STREET,SUITE 203OAKLAND, CA 94612
Of Sheets.
Job:
Drawn:
Scale:
Date:
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Sheet
Seal & Signature:
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1 VALLEJO EDUCATION CENTER WEST ROOF FRAMING PLAN 1/8" = 1'-0"
FRAMING PLAN NOTES:1. SEE NOTES ON SHEET S2.1.
7
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7
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FOOTNOTES:
a. USE COMMON WIRE NAILS EXCEPT WHERE OTHERWISE STATED.
b. NAILS SPACED AT 6 INCHES ON CENTER AT EDGES. 12 INCHES AT INTERMEDIATE SUPPORTSEXCEPT 6 INCHES AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OFWOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TOCBC (IBC) SECTION 2305. NAILS FOR WALL SHEATHING MAY BE COMMON, BOX OR CASING.
c. COMMON OR DEFORMED SHANK. (6d-2", 8d-2 1/2", 10d-3")
d. COMMON. (6d-2", 8d-2 1/2", 10d-3")
e. DEFORMED SHANK. (6d-2", 8d-2 1/2", 10d-3")
f. CORROSION-RESISTANT SIDING OR CASING NAILS CONFORMING TO THE REQUIREMENTS OFSECTION 2304.9.5.
g. FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER ATINTERMEDIATE SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING SPACING SHALL BE 6INCHES ON CENTER ON THE EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS FORNON STRUCTURAL APPLICATIONS.
h. CORROSION-RESISTANT ROOFING NAILS WITH 7/16" INCH-DIAMETER HEAD AND 1 1/2"-INCH LENGTH FOR 1/2"-INCH SHEATHING AND 1 3/4"-INCH LENGTH FOR 25/32-INCH SHEATHINGCONFORMING TO THE REQUIREMENTS OF SECTION 2304.9.5.
i. CORROSION-RESISTANT STAPLES WITH NOMINAL 7/16-INCH CROWN AND 1-1/8-INCH LENGTHFOR 1/2-INCH SHEATHING AND 1 1/2-INCH LENGTH FOR 25/32-INCH SHEATHING CONFORMING TOTHE REQUIREMENTS OF SECTION 2304.9.5.
j. CASING OR FINISH NAILS SPACED 6-INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS.
k. PANEL SUPPORTS AT 24". CASING OR FINISH NAILS SPACED 6" ON PANEL EDGES, 12" ATINTERMEDIATE SUPPORTS.
l. FOR ROOF SHEATHING APPLICATIONS, 8D NAILS ARE THE MINIMUM REQUIRED FOR WOODSTRUCTURAL PANELS.
m. STAPLES SHALL HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH.
n. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8INCHES AT INTERMEDIATE SUPPORTS.
o. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTSFOR SUBFLOOR AND WALL SHEATHING AND 3 INCHES ON CENTER AT EDGES, 6 INCHES ATINTERMEDIATE SUPPORTS FOR ROOF SHEATHING.
p. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS.
q. FOR ROOF JOISTS AND RAFTERS, MINIMUM NAILING PER CBC (IBC)TABLE 2308.10.4.1.
r. FOR ROOF SLOPES 3:12 OR GREATER IN WHICH CEILING JOISTS SERVE AS A TIE FOR ROOFRAFTERS, MINIMUM NAILING OR HOLDOWN STRAPSMUST BE ADEQUATE TO WITHSTANDMINIMUM WIND UPLIFT PER CBC (IBC) TABLE 2308.10.1.
CONNECTION
Joist to sill or girder, toenail1.
NAILINGa,m
3-8d
Bridging to joists, toenail each end2. 2-8d
1" x 6" subfloor or less to each joist, face nail3.
Wider than 1" x 6" subfloor to each joist, face nail4. 3-8d
2" subfloor to joist or girder, blind and face nail5. 2-16d
Sole plate to joist or blocking, typical face nailSole plate to joist or blocking, at braced wall panels
6. 16d at 16" OC3-16d per 16"
Top plate to stud, end nail7. 2-16d
Stud to sole plate8.
Double studs, face nail9. 16d at 24"OC
2-8d
Double top plates, typical face nail10.
4-8d, toenail or2-16d, end nail
Blocking between joists or rafters to top plate, toenail11. 3-8d
Rim joist to top plate, toenail12.
Top plates, laps and intersections, face nail13. 2-16d
Continuous header, two pieces14.
16d at 16"OC UON
8d at 6" OC
16d at 16" OCalong each side
Ceiling joists to plate, toenail15. 3-8d
Continuous header to stud, toenail16.
Ceiling joist, laps over partitions, face nail17. 3-16d
Ceiling joists to parallel rafters, face nail18.
Rafter to plate, toenail19. 3-8d
4-8d
q
3-16dq
r
1" brace to each stud and plate, face nail20. 2-8d
1" x 8" sheathing or less to each bearing, face nail21.
Wider than 1" x 8" sheathing to each bearing, face nail22. 3-8d
Built-up corner studs23.
Built-up girder and beams24.
3-8d
16d at 24" OC
20d at 32" OC face nail attop & bottom & staggeredon opposite sides 2-20dface nail at ends
2" planks25. 16d at each bearing
Collar tie to rafter, face nail26.
Jack rafter to hip, toenailJack rafter to hip, facenail
27. 3-10d2-16d
28.
Joist to band joist, face nail29. 3-16d
3-10d
Ledger strip, face nail30. 3-16d each stud
Wood structural panels and particleboardSubfloor, roof and wall sheathing (to framing):1/2" and less19/32" - 3/4"7/8" - 1"1 1/8" - 1 1/4"Combination subfloor-underlayment (to framing):3/4" and less7/8" - 1"1 1/8" - 1 1/4"
31.
6d8d or 6d8d10d or 8d
6d8d10d or 8d
Roof rafter to 2-by ridge beam, toenailRoof rafter to 2-by ridge beam, face nail
2-16d2-16d
b
cd ee d e
ee d e
Panel siding (to framing):1/2" or less5/8"
32.6d8d
ff
Fiberboard Sheathing:1/2"
25/32"
33. g
No 11 ga6dNo 16 ga
No 11 ga8dNo 16 ga
hd i
hd i
Interior paneling1/4"3/8"
34.4d6d
jk
ALIGN FACE OF NAILER TOFACE OF BACKER BLOCK
(E) NAILER
1/2" DIA WELDED THRD'DSTUDS TWO MINIUM,PROVIDE 1" MAXCOUNTERSINK
BACKER BLOCK AS REQD,MATCH DEPTH OFPERPENDICULAR WOOD JOISTMIN
(E) WIDEFLANGE BEAM
JOIST SIZE
2x4
JOIST TO (E) WOOD BEAM
HANGER SCHEDULE
TYPICALHANGER
HU24TF
FASTENERSINTO NAILER
6-16dx2-1/2"
TYPICALHANGER
LUS24
FASTENERSINTO SUPPORT
4-10dx1-1/2"
2x6 LB26 4-16dx2-1/2"LUS26 4-10dx1-1/2"
2x12 LB212AZ 6-16dx2-1/2"LUS210 8-10dx1-1/2"
2x8 LB28 4-16dx2-1/2"LUS28 6-10dx1-1/2"
4x8 HW48 4-10dx2-1/2"HU48 14-16dx2-1/2''
14-10dx1-1/2" HW68 4-10dx2-1/2"6x8 HU68
HU46TF 10-16dx2-1/2''
HU66TF 10-16dx2-1/2''12-16dx2-1/2''6x6 HU66
4x6 HU46 12-16dx2-1/2''
3x NAILER
JOIST
HANGER
JOIST TO (E) STEEL WF BEAM
NOTES:1. PROVIDE AND INSTALL NAILS INTO JOIST PER HANGER MANUFACTURER'S INSTRUCTIONS. FILL ALLHOLES TO ACHIEVE MAXIMUM VALUES AS SPECIFIED BY MFR.
2. SEE DETAIL 6 FOR TYPICAL ATTACHMENT O BACKER BLOCK TO (E) WIDE FLANGE BEAMS.
HANGER
SUPPORT
JOIST
2x10 LB210AZ 6-16dx2-1/2"LUS210 8-10dx1-1/2"
BACKER BLOCK
14-10dx1-1/2" HW68 4-10dx2-1/2"6x10 HU68
4x10 HW48 4-10dx2-1/2"HU48 14-16dx2-1/2''
4x12 HW48 4-10dx2-1/2"HU48 14-16dx2-1/2''
DOUBLE MSTA36 STRAPSW/ 10dx1-1/2" NAILS EACORNER
3x (E) JOIST DEPTHBLKG AT STRAPSISTER 2x (E) JOSITDEPTH TO (E) JOIST EASIDE OF OPENING W/ 2ROWS OF (E) FRMAING16d @ 12'' O.CSTAGGERED MEMBERS
OPNG, MECH DWGS
HANGERS PERTYP
4'-0" MAX AT 16" OCJOIST SPACING
CTR OF STRAP
6'-0" MAX. AT 24" OCJOIST SPACING
NOTE:1. STRAPS CAN BE PLACED OVER (E) SHEATHING OR BELOW (E) SHEATHING.2. FOR OPENINGS NOT SHOWN ON STRUCTURAL PLANS, NOTIFY SEOR.
4x (E) JOIST DEPTH W/HANGER PEREA END
CS14 STRAP, EACH SIDEOF OPENING. NAIL EVERYOTHER HOLE, PLACE OVER(E) SHEATHING OR BELOW(E) FRAMING
3xJOIST DEPTH BLKGAT STRAP TYP
OPNG, SEE, MECHDWG
(E) FRAMINGMEMBERS PER PLAN
PER PLAN
MAX SPACING
2' - 0"
EXTEND STRAP1' - 4'' MIN EA SIDE
2' - 0'' MAX
BEAMAND 2x8
(E) PLYWOOD
BEAM PER PLAN W/HANGER PER 7
-
2x8 VERTICAL W/2-SDS25312 T&B
(E) OPEN WEBTRUSS
EDesignC
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NO. 5732
Exp. 12-31-16
582 MARKET ST. STE. 1402SAN FRANCISCO, CA 94104Office:(415) 466-2997www.BASEdesigninc.com
DESIGNBASE
582 MARKETSTREET, SUITE 400SAN FRANCISCO, CA94104(415) 963-4303
212 9TH STREET,SUITE 203OAKLAND, CA 94612
Of Sheets.
Job:
Drawn:
Scale:
Date:
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Seal & Signature:
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12/29/2016
16201
1" = 1'-0"3NAILING SCHEDULE
6 TYPICAL BACKER BLOCK AT (E) WF BEAMNTSNTS
7 HANGER SCHEDULE
5 LARGE OPENINGS IN DIAPHRAGM
4 SMALL OPENING IN (E) ROOF
NTS
NTS
8 BEAM CONNECTION TO (E) OPEN WEB TRUSS
NTS
1" = 1'-0"
Job:
Drawn:
Scale:
Date:
ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
EDesignCIncorporatedEDesignCIncorporated
16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
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SHEET INDEX
E0.01 ELECTRICAL TITLE SHEETE0.02 EQUIPMENT CONNECTION SCHEDULEE1.10 ELECTRICAL FIRST FLOOR EAST DEMOLITION PLANE1.12 ELECTRICAL SECOND FLOOR DEMOLITION PLANE1.13 ELECTRICAL EAST ROOF DEMOLITION PLANE1.14 ELECTRICAL WEST ROOF DEMOLITION PLANE2.10 ELECTRICAL FIRST FLOOR EAST PLANE2.12 ELECTRICAL SECOND FLOOR PLANE2.13 ELECTRICAL ROOF EAST PLANE2.14 ELECTRICAL ROOF WEST PLANE10.01 ELECTRICAL PANEL SCHEDULEE10.02 ELECTRICAL PANEL SCHEDULE
APPLICABLE CODES
1. 2013 BUILDING STANDARD ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.2. 2013 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.;
(2014 EMERGENCY SUPPLEMENT)3. 2013 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.;
(2011 NATIONAL ELECTRICAL CODE & 2013 CALIFORNIA AMENDMENT)4. 2013 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.;
(2012 UNIFORM MECHANICAL CODE & 2013 CALIFORNIA AMENDMENT)5. 2013 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.;
(2012 UNIFORM PLUMBING CODE & 2013 CALIFORNIA AMENDMENT)6. 2013 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R.;7. 2013 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24, C.C.R.;
(2014 CALIFORNIA AMENDMENT)9. 2013 CALIFORNIA EXISTING BUILDING CODE, PART 10, TITLE 24 C.C.R
(2014 CALIFORNIA SUPPLEMENTS)10. 2013 CALIFORNIA "GREEN" BUILDING REQUIREMENTS, PART 11, TITLE 24 C.C.R
(PENDING ADOPTION)11. 2013 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24, C.C.R.12. TITLE 19, CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS
AISC 360-05 SPECIFICATION FOR STRUCTURAL BUILDINGSNDS-05 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH 2005SUPPLEMENTACI-318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETEASME 17.1 ELEVATOR STANDARD, 2007 EDITIONNFPA 13, AUTOMATIC SPRINKLER SYSTEM, 2013 EDITIONNFPA 14, STANDPIPE AND HOSE SYSTEMS, 2013 EDITIONNFPA 17-A, WET CHEMICAL EXTINGUISHING SYSTEMS, 2009 EDITIONNFPA 20, STATIONARY PUMPS, 2013 EDITIONNFPA 24, PRIVATE FIRE SERVICE MAINS, 2013 EDITIONNFPA 72, NATIONAL FIRE ALARM CODE, 2013 EDITION
(AS AMENDED BY SFM. NOTE SEE UL STANDARD 1971 FOR "VISUAL DEVICES")NFPA 253, CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS, 2006 EDITIONNFPA 2001, CLEAN AGENT FIRE EXTINGUISHING SYSTEMS, 2011 EDITIONREFERENCE CODE SECTION FOR NFPA STANDARDS - CBC(SFM) 3504.1TITLE 24 C.C.R. ACCESSIBILITY STANDARDSAMERICAN WITH DISABILITIES ACT - 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN
SCOPE OF WORK MATRIXABBREVIATIONS
A AMPEREAC ALTERNATING CURRENTAF AMPERE RATING OF FUSEAFF ABOVE FINISHED FLOORC CONDUITCKT CIRCUITD DEDICATEDE EXISTING TO REMAINELEC ELECTRICALEM EMERGENCYEMT ELECTRICAL METALLIC TUBING<F> FUTUREFACP FIRE ALARM CONTROL PANELFATC FIRE ALARM TERMINAL CANG GROUNDING CONDUCTORGFI GROUND FAULT INTERRUPTERGND GROUNDHP HORSEPOWERkVA KILOVOLT AMPSkW KILOWATTSLTG LIGHTINGLTS LIGHTSLV LOW VOLTAGEMECH MECHANICALMTD MOUNTED
MV MEDIUM VOLTAGEN NEUTRAL(N) NEWN.E.C. NATIONAL ELECTRICAL CODENEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC.NEUT NEUTRALNIC NOT IN CONTRACTNTS NOT TO SCALEPB PULL BOXPNL PANELPOS POINT OF SALERR REMOVE AND RELOCATERSC RIGID STEEL CONDUITSLD SINGLE LINE DIAGRAM SPEC SPECIFICATIONT TELEPHONETV TELEVISIONUG UNDERGROUNDUAC UNDER ANOTHER CONTRACTUON UNLESS OTHERWISE NOTEDV VOLTVP VANDAL PROOFW WATTSWP WEATHERPROOF (NEMA 3R)WT WATERTIGHTXFMR TRANSFORMER
GENERAL ELECTRICAL NOTES
1. ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH THE NATIONAL ELECTRIC CODE, STATE LAWS, AND ALL OTHER REGULATIONSGOVERNING WORK OF THIS NATURE.
2. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE EXISTING JOB CONDITION. HE SHALL EXAMINE CONSTRUCTION DRAWINGS ANDSPECIFICATIONS AND SHALL HAVE HAD VISITED THE CONSTRUCTION SITE, PRIOR TO SUBMITTING HIS BID PROPOSAL. HE SHALL BE FAMILIARWITH THE EXISTING CONDITIONS UNDER WHICH HE WILL HAVE TO OPERATE AND WHICH WILL IN ANY WAY AFFECT THE WORK UNDER THISCONTRACT. NO SUBSEQUENT ALLOWANCE WILL BE MADE IN THIS CONNECTION IN BEHALF OF THE CONTRACTOR FOR ANY ERROR ORNEGLIGENCE ON HIS PART. DETERMINE THE SEQUENCE OF CONSTRUCTION THROUGHOUT THE PROJECT, INCLUDING TEMPORARYFACILITIES AND CONNECTIONS REQUIRED FOR THE DURATION OF THE PROJECT.
3. THE CONTRACTOR SHALL SECURE ALL PERMITS OR APPLICATIONS, AND PAY ANY AND ALL FEES AS REQUIRED.
4. EXISTING ARCHITECTURAL SURFACES DISTURBED DURING CONSTRUCTION SHALL BE PATCHED AND PAINTED TO MATCH EXISTING.
5. WORK SHOWN IN THESE PLANS ARE NEW, UON. INSTALLATION SHALL BE CONCEALED. WHERE NOT POSSIBLE, CONTRACTOR SHALL OBTAINAPPROVAL FROM ARCHITECT AND ENGINEER FOR EXPOSED INSTALLATION. A WRITTEN APPROVAL IS REQUIRED. USE SURFACE RACEWAYS,WIREMOLD, OR EQUAL. ALL ELECTRIC MATERIALS, DEVICES, AND EQUIPMENT FOR THE PROJECT SHALL BE NEW AND U.L. APPROVED
6. ALL CONDUIT SHALL BE 3/4" MINIMUM. ALL CONDUIT SHALL BE RUN PARALLEL TO EXISTING SURFACES. WHEN CONDUIT CROSSESCORRIDORS OR ROOMS IT SHALL BE DONE PERPENDICULAR TO WALLS.
7. SEAL ALL CONDUIT PENETRATIONS THROUGH FIRE RATED WALLS. FURNISH AND INSTALL FIRE RATED BACKBOXES AS REQUIRED TOMAINTAIN FIRE RATING OF CEILING OR WALLS WHERE RECESSED ELECTRIC EQUIPMENT SUCH AS LIGHT FIXTURES, SWITCHES,RECEPTACLES, PANEL, ETC. ARE INSTALLED IN RATED WALL OR CEILINGS. PENETRATIONS OF FIRE RATED WALLS, CEILINGS, OR FLOORSSHALL COMPLY WITH CBC CHAPTER 7 REQUIREMENTS. IN WALLS AND PARTITIONS THAT ARE FOR FIRE RESISTIVE CONSTRUCTION,OPENINGS FOR STEEL ELECTRICAL OUTLET BOXES SHALL NOT EXCEED 16 SQUARES INCHES. IN ADDITION, THE AGGREGRATE AREA OFSUCH OPENING SHALL NOT EXCEED 100 SQ IN FOR ANY 100 SQUARE FEET OF WALL OR PARTITION. OUTLET BOXES ON OPPOSITE SIDES OFTHE WALLS OR PARTITION SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF AT LEAST 24 INCHES, OR BE PROVIDED WITH FIRE PUTTY.
8. ALL NEW WIRING SHALL BE IN CONDUIT. COORDINATE ROUTING OF CONDUIT WITH ARCHITECT AND STRUCTURAL FOR OPENINGS IN WALLSAND ANY NOTCHING OF JOISTS.
9. THE ELECTRICAL PLANS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL OF THE ARCHITECTURAL DETAILS OR SPECIFICSOF ELECTRICAL CONSTRUCTION. TAKE ALL DIMENSIONS FROM THE ARCHITECTURAL DRAWINGS. BEFORE ROUGH-IN, VERIFY ALL MOUNTINGHEIGHTS AND EXACT LOCATIONS FOR ALL EQUIPMENT ELECTRICAL CONNECTIONS, STUB-UPS, RECEPTACLES, OUTLETS, CONDUIT RUNS,ETC. WITH ARCHITECT AND OWNER. PLACE DEVICES LOCATED ABOVE COUNTERS, SHELVING, ETC. AND IN BATHROOMS SO AS NOT TOCONFLICT WITH EDGES OF WAINSCOTING, COUNTER SPLASH, SHELVING, ETC. ARCHITECTURAL SHEETS SHALL GOVERN. SEE ELECTRICALSECTION OF ARCHITECTURAL SPECIFICATION FOR ADDITIONAL INFORMATION.
10. PULLROPES: ANY RACEWAY WITHOUT CABLE OR WIRE SHALL BE INSTALLED WITH MINIMUM 200 POUND TEST PULL LINE AND LARGER.
11. ALL DEVICES AND EQUIPMENT INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL BE OF WEATHERPROOF CONSTRUCTION. ALLWALL PENETRATIONS TO EXTERIOR WALLS SHALL BE SEALED WATER TIGHT.
12. ALL EQUIPMENT SHALL BE LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AND SHALL BE INSTALLED AS PERLISTING OR LABELING (IE. MAXIMUM FUSE SIZE MEANS FUSE PROTECTION IS REQUIRED).
13. ALL EQUIPMENT MANUFACTURERS SHALL BE NOTED IN DRAWINGS. SUBSTITUTIONS ARE PERMITTED BUT MUST BE APPROVED EQUAL.
14. CONNECTIONS TO MECHANICAL EQUIPMENT SHALL BE MADE WITH A MINIMUM OF 24" OF WEATHERPROOF FLEXIBLE CONDUIT TO PREVENTSOUND AND VIBRATION TRANSMISSION TO THE STRUCTURE. COORDINATE ALL MOTOR OVERLOADS AND/OR FUSES FURNISHED BY THISCONTRACT WITH THE ACTUAL EQUIPMENT INSTALLED. SIZE OVERLOADS BASED ON MOTOR NAMEPLATE FULL LOAD CURRENT AND SERVICEFACTOR. FUSES FOR MOTOR AND TRANSFORMER CIRCUITS SHALL BE DUAL ELEMENT. FUSES FOR OTHER "NON-INRUSH" LOADS SHALL BEFAST ACTING. ALL FUSES SHALL BE CURRENT LIMITING CLASS RK5 OR CLASS L, UON. CONTRACTOR SHALL COORDINATE WITH ALL TRADESFOR MANUFACTURER INSTALLATION REQUIREMENTS.
15. SEE MECHANICAL AND PLUMBING DRAWINGS FOR LOCATION OF FANS AND WATER HEATERS.
16. ALL ELECTRICAL WORK SHALL BE COORDINATED WITH THE MECHANICAL WORK AS CALLED FOR IN MECHANICAL SPECIFICATIONS.
17. GROUNDING CONDUCTORS ARE GENERALLY NOT SHOWN. GROUND AND BOND ALL EQUIPMENT, RACEWAYS, MOTORS, PANELBOARDS ANDSWITCHBOARDS, ETC. IN ACCORDANCE WITH NEC ARTICLE 250.
18. FIELD MOUNTED DEVICES SUCH AS SWITCHES, MOTOR STARTERS, RECEPTACLES, ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION.SWITCH MOUNTING HEIGHT SHALL BE 48" ABOVE FINISHED FLOOR AND RECEPTACLE MOUNTING HEIGHT SHALL BE 18" ABOVE FINISHEDFLOOR. CONTRACTOR SHALL COORDINATE WITH ALL TRADES FOR MANUFACTURER INSTALLATION REQUIREMENTS.
19. ELECTRICAL CONTRACTOR TO PROVIDE EXPANSION FITTINGS AT ALL EXPANSION JOINT LOCATION. USE STEEL FLEX 6 FEET EACH SIDE OFTHE JOINT AND TERMINATE IN A PULLBOX AT EACH END, OR OTHER APPLIED METHODS.
20. ALL LIGHTING FIXTURE LOCATIONS AND ROUTING SHALL BE REVIEWED BY ARCHITECT PRIOR TO ROUGH-IN.
21. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED TO MAINTAIN A MINIMUM OF 36" CLEARANCE PER NEC ARTICLE 110.26.
22. PENETRATIONS OF FIRE RATED WALLS CEILINGS OR FLOORS SHALL COMPLY WITH CBC CHAPTER 7 REQUIREMENTS.
23. WHERE OUTLET BOXES ARE INSTALLED WITHIN RATED ASSEMBLIES, PROVIDE 3M MOLDABLE PUTTY PADS OR EQUAL TO MAINTAIN FIRERATED ASSEMBLIES.
24. ALL RECEPTACLES SHALL BE GROUNDING TYPE.
25. ALL RECEPTACLES INSTALLED IN BATHROOMS AND KITCHENS SHALL HAVE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION ASREQUIRED BY THE NATIONAL ELECTRIC CODE.
26. CONTRACTOR TO CONFIRM EXACT LOCATION OF METERS WITH ELECTRIC UTILITY.
27. SUBMIT TO THE OWNER CERTIFICATES OF INSPECTIONS IN DUPLICATE FROM AN APPROVED INSPECTION AGENCY UPON COMPLETION.
28. PERFORMANCE AND WITNESSING OF TESTS
A. THE CONTRACTOR SHALL FURNISH ALL INSTRUMENTS AND QUALIFIED PERSONNEL OR FIRM TO PERFORM ALL REQUIRED TESTS.B. ALL NEW AND RECONNECTED ELECTRICAL CIRCUIT SHALL BE TESTED TO INSURE CIRCUIT CONTINUITY, INSULATION RESISTANCE,
PROPER SPLICING AND GROUNDING IN ACCORDANCE WITH THE LATEST STANDARDS AS STATED ABOVE. BEFORE CONNECTING POWERCABLES TO MOTORS, THE INSULATION RESISTANCE OF ALL MOTOR WINDINGS SHALL BE TESTED IN ACCORDANCE WITH THE ABOVESTANDARDS.
C. ANY CONTRACTOR FURNISHED AND/OR INSTALLED SPLICE, RECOMMENDED VOLTAGE AND INSULATION RESISTANCE TESTS, SHALL BECONNECTED OR REPLACED BY THE CONTRACTOR AT HIS EXPENSE.
D. NO EQUIPMENT SHALL BE ENERGIZED UNTIL ALL TESTS AND ADJUSTMENTS HAVE BEEN MADE.E. THREE COPIES OF ALL TEST RESULTS SHALL BE DELIVERED TO THE OWNER.
ELECTRICAL SYMBOLS
SINGLE POLE THROW SWITCH AND BOX, WALL MOUNTED, +48".
SINGLE POLE SWITCH AND BOX, LOWERCASE LETTER INDICATES CIRCUIT OR LAMPS CONTROLLED BYSWITCH, +48".
DUPLEX RECEPTACLE 20A, 125V, 3WG, NEMA 5-20R, +15" (UON). (WP=GFCI AND WEATHERPROOF WITH IN-USECOVER, D=DEDICATED)
DUPLEX RECEPTACLE IP20A, WITH GROUND FAULT CIRCUIT INTERRUPTER, ABOVE COUNTER (UON).(WP=WEATHERPROOF)
JUNCTION OR OUTLET BOX MOUNT ABOVE CEILING WITH BLANK COVER (F=FLUSH IN FINISHED CEILING)
PANEL BOARD, 120/240V, SINGLE PHASE, 3W FLUSH IN RESIDENTIAL UNITS. 120/208V 3 PHASE, 4 WIREFLUSH/SURFACE IN COMMUNITY BUILDING.
NON-FUSED DISCONNECT SWITCH
FUSED DISCONNECT SWITCH WITH DUAL ELEMENT FUSED (UON)
HORSEPOWER RATED TOGGLE SWITCH WITH THERMAL OVERLOADS.
BRANCH CIRCUIT WIRING IN EXPOSED CONDUIT.
BRANCH CIRCUIT WIRING IN CONDUIT CONCEALED UNDER FLOOR OR UNDERGROUND, OR CONCEALED IN CEILING OR WALL.
BRANCH CIRCUIT HOMERUN TO PANEL. CONCEALED IN CEILING SPACE OR WHERE POSSIBLE.
DATA OUTLET, FLUSH MOUNT IN WALL, +15" AFF. WITH 3/4"C. AND PULLCORD UP TO ABOVE ACCESSIBLECEILING SPACE OR WALL SPACE.
TELEPHONE OUTLET, FLUSH MOUNT IN WALL, +15" AFF. WITH 3/4"C. AND PULLCORD UP TO ABOVEACCESSIBLE CEILING SPACE OR WALL SPACE.
HORN & STROBE
HARD WIRED SMOKE DETECTOR FOR DWELLING UNITS
FIRE ALARM CONTROL PANEL
OCCUPANCY SENSOR
SINGLE POLE THROW SWITCH AND BOX WITH OCCUPANCY SENSOR, WALL MOUNTED, +48".
USB CHARGER AND TAMPER RESISTANT RECEPTACLE. LEVITON T5630, OR APPROVED EQUAL.
THREE-WAY SWITCH
FA MANUAL PULL STATION
FA WALL MOUNTED STROBE
HARD WIRED COMBINATION SMOKE AND CARBON MONOXIDE DETECTOR FOR DWELLING UNITS
PHONE DATA OUTLET, FLUSH MOUNT IN WALL, +15" AFF. WITH 3/4"C. AND PULLCORD UP TO ABOVEACCESSIBLE CEILING SPACE OR WALL SPACE.
RANGE HOOD CONTROL AT FRONT OF COUNTER. SEE ARCHITECTURAL ELEVATION.
GFCI
DUPLEX RECEPTACLE 20A, ABOVE COUNTER OR +42" AT LAUNDRY
DETAIL REFERENCE (#= DETAIL #, P=SHEET #)
REFERENCE SHEET NOTE
1. CONNECT TO EXISTING CIRCUIT AND FURNISH AND INSTALL NEW LOCAL DISCONNECTSFOR MECHANICAL EQUIPMENT REPLACED IN SAME LOCATION.
2. FURNISH AND INSTALL POWER AND LOCAL DISCONNECT FOR NEW MECHANICAL EQUIPMENT IN NEW LOCATION.
3. FURNISH AND INSTALL NEW BREAKERS TO FEED NEW MECHANICAL EQUIPMENT IN NEWLOCATIONS.
Job:
Drawn:
Scale:
Date:
ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
EDesignCIncorporatedEDesignCIncorporated
16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
H
R
WAO
ET
EXP. 12-31-16
S
No. E18568 EERNI
GEN
S IOFESAN L
O
TAT
S
DE
ISTE
RG
RE
FOE
AINRLCA FOI
PR
LAT R CICE EL
EHP
N
TER
SOLA
NO C
OMMU
NITY
COL
LEGE
DIS
TRIC
TVA
LLEJ
O CE
NTER
MECH
ANIC
AL E
QUIP
MENT
REP
LACE
MENT
Of Sheets.
Sheet
E0.02
EQUI
PMEN
TCO
NNEC
TION
SCHE
DULE
7
6 8
6 7
A
15
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
8
COMPUTER LAB
A-129
SERVER ROOM
A-127A
TECH OFFICE
A-127
STUDY AREA
A-130
GROUP STUDY
A-124B
GROUP STUDY
A-124C
LEARNING LAB
A-124
CLASSROOM
A-123
CLASSROOM
A-121
COMPUTER LAB
A-125
MEDIA STORAGE
A-117
JANITOR
A-119
BULKSTORAGE
A-109
MAIN ELECTRICAL
A-111
ELEVATOR MC. ROOM
A-107
VENDING
A-101
CLASSROOM
A-122
HEALTH ROOM
A-114
RECEPTIONA-102
HALLWAY
A-120
FINNANCIAL AID OFFICEA-112
HALLWAYA-110
COORDINATORS OFFICE A-104
COUNSELLING OFFICEA-108
PANEL L1C
DIST. PANEL DPD
PANEL L1A
PANEL H1
PANEL H1
7
6 8
6 7
A
15
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
8
COMPUTER LAB
A-129
SERVER ROOM
A-127A
TECH OFFICE
A-127
STUDY AREA
A-130
GROUP STUDY
A-124B
GROUP STUDY
A-124C
LEARNING LAB
A-124
CLASSROOM
A-123
CLASSROOM
A-121
COMPUTER LAB
A-125
MEDIA STORAGE
A-117
JANITOR
A-119
BULKSTORAGE
A-109
MAIN ELECTRICAL
A-111
ELEVATOR MC. ROOM
A-107
VENDING
A-101
CLASSROOM
A-122
HEALTH ROOM
A-114
RECEPTIONA-102
HALLWAY
A-120
FINNANCIAL AID OFFICEA-112
HALLWAYA-110
COORDINATORS OFFICE A-104
COUNSELLING OFFICEA-108
XXX
X
XX
XX
XX
XX
XX
XX
XX
XX
XX X
X
XX X
X
XX X
X
XX X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
ACU1-2
X XX X
X
XX
X
XX
X
X
X
X
XX
X
B1
CWP2
CWP1
WH1
HWP1
(E)(E)
L1C-10,12
H1M-8,10,12
L1C-6,8
H1M-25,27,29
H1M-19,21,23
H1M-13,15,17
L1C-2,4
H1M-7,9,11
H1M-1,3,5
H1M-31,33,35
H1M-2,4,6
L1B-6,8
L1B-2,4
L1B-10,12
H1M-26,28,30
H1M-32,34,36L1A-18
LB2-27
H1M-37,39,41
L1A-2
1
2
1
1
2
1
2
2
1
1
2
1
1
1
1
11
Job:
Drawn:
Scale:
Date:
ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
EDesignCIncorporatedEDesignCIncorporated
16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
SOLA
NO C
OMMU
NITY
COL
LEGE
DIS
TRIC
TVA
LLEJ
O CE
NTER
MECH
ANIC
AL E
QUIP
MENT
REP
LACE
MENT
Of Sheets.
Sheet
E1.10
1. EXISTING MECHANICAL EQUIPMENT TO BE REMOVED AND REPLACED. DISCONNECT EXISTING EQUIPMENTAND REMOVE LOCAL DISCONNECT. MAINTAIN CIRCUIT FOR NEW EQUIPMENT INSTALLATION.
GENERAL NOTE
FIRS
T FL
OOR
EAST
ELEC
TRIC
ALDE
MOLIT
ION
PLAN
MAINTAIN CIRCUIT FOR NEW EQUIPMENT. MAKE MODIFICATIONS TO EXTEND CIRCUIT TO NEWEQUIPMENT. REMOVE ONE HOT CONDUCTOR FROM CIRCUIT. NEW EQUIPMENT IS 2-POLE.
REMOVE CONDUCTORS BACK TO PANEL. MARK BOXES AND CONDUIT AS "SPARE".
SHEET NOTE
1
2
A
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
8
76
8
6 7
12.8
CLASSROOM
A-217
WOMEN'S
RESTROOM
A-205
CLASSROOM
A-215
CLASSROOM
A-213
SCIENCE LAB
A-211
SCIENCE PREP-ROOM
A-209
SCIENCE LAB
A-207
MEN'S
RESTROOM
A-203
CLASSROOM
A-242OFFICE
A-234
OFFICEA-230
OFFICEA-226
HALLWAY
A-225
OFFICEA-222
OFFICEA-218
OFFICEA-212
OFFICE
A-216
STORAGE
A-220
OFFICE
A-224
COPY/WORKALCOVE
A-232
STAFF
TOILET
A-228
DATA ROOM
A-240
ELECA-214 CORRIDOR
A-210
MEETING ROOM
A-204STAFF LOUNCE
A-202
JANTOR
A-206
LOBBYA-200
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XXX
X
XX X
X
XX
XX
XX X
X
XX X
X
ACU2-1(E)
A
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
8
76
8
6 7
12.8
CLASSROOM
A-217
WOMEN'S
RESTROOM
A-205
CLASSROOM
A-215
CLASSROOM
A-213
SCIENCE LAB
A-211
SCIENCE PREP-ROOM
A-209
SCIENCE LAB
A-207
MEN'S
RESTROOM
A-203
CLASSROOM
A-242OFFICE
A-234
OFFICEA-230
OFFICEA-226
HALLWAY
A-225
OFFICEA-222
OFFICEA-218
OFFICEA-212
OFFICE
A-216
STORAGE
A-220
OFFICE
A-224
COPY/WORKALCOVE
A-232
STAFF
TOILET
A-228
DATA ROOM
A-240
ELECA-214 CORRIDOR
A-210
MEETING ROOM
A-204STAFF LOUNCE
A-202
JANTOR
A-206
LOBBYA-200
PANEL L2A
PANEL H2-M
L2A-60,62H2M-1,3,5
L2A-56,58
L2A-52,54
L2A-48,50
L2A-44,46
H2M-7,9,11
H2M-13,15,17
H2M-19,21,23
L2A-66,68
L2A-64
1
1
22
2
2
2
2
2
1
Job:
Drawn:
Scale:
Date:
ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
EDesignCIncorporatedEDesignCIncorporated
16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
SOLA
NO C
OMMU
NITY
COL
LEGE
DIS
TRIC
TVA
LLEJ
O CE
NTER
MECH
ANIC
AL E
QUIP
MENT
REP
LACE
MENT
Of Sheets.
Sheet
E1.12
SECO
ND F
LOOR
ELEC
TRIC
ALDE
MOLIT
ION
PLAN
1. EXISTING MECHANICAL EQUIPMENT TO BE REMOVED AND REPLACED. DISCONNECT EXISTING EQUIPMENTAND REMOVE LOCAL DISCONNECT. MAINTAIN CIRCUIT FOR NEW EQUIPMENT INSTALLATION.
GENERAL NOTE
MAINTAIN CIRCUIT FOR NEW EQUIPMENT. MAKE MODIFICATIONS TO EXTEND CIRCUIT TO NEWEQUIPMENT. REMOVE ONE HOT CONDUCTOR FROM CIRCUIT. NEW EQUIPMENT IS 2-POLE.
REMOVE CONDUCTORS BACK TO PANEL. MARK BOXES AND CONDUIT AS "SPARE".
SHEET NOTE
1
2
A
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
76
8
6 7
X
XX
XX
XX
X X
X
XX
XX
XX
X X
X
XX
XX
XX
X X
XX
X
XX
XX
XX
XX
X
XX
XX
XXX
XX
XX
XX
XX
CU1-2
CU1-1
CU2-1
EF6
SA1
CT1
EF7
EF4
EF3
EF5
SA2
SA3
CU1-2
EF2
RHP-F5
RHP-F6
RHP-F7
RHP-F8
H2M-8,10,12
H2M-2,4,6
H2M-31,33,35
L2A-43,45
L2A-47,49
L2A-63,65
H2M-14,16,18
H2M-25,27,29
H2M-20,22,24
H2M-32,34,36H2M-26,28,30
L2A-59,61
(E)
(E)
(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
1
1
1
1
Job:
Drawn:
Scale:
Date:
ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
EDesignCIncorporatedEDesignCIncorporated
16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
SOLA
NO C
OMMU
NITY
COL
LEGE
DIS
TRIC
TVA
LLEJ
O CE
NTER
MECH
ANIC
AL E
QUIP
MENT
REP
LACE
MENT
Of Sheets.
Sheet
E1.13
ROOF
EAS
TEL
ECTR
ICAL
DEMO
LITIO
N PL
AN
1. EXISTING ROOF TOP UNITS TO BE REMOVED AND REPLACED. DISCONNECT EXISTING EQUIPMENT ANDREMOVE LOCAL DISCONNECT. MAINTAIN CIRCUIT FOR NEW EQUIPMENT INSTALLATION.
2. EXISTING COOLING TOWER AND ASSOCIATED EQUIPMENT TO BE REMOVED. MAINTAIN CIRCUITS ASREQUIRED TO FEED NEW ROOFTOP MECHANICAL EQUIPMENT.
GENERAL NOTE
MAINTAIN CIRCUIT FOR NEW EQUIPMENT. MAKE MODIFICATIONS TO EXTEND CIRCUIT TO NEWEQUIPMENT. REMOVE ONE HOT CONDUCTOR FROM CIRCUIT. NEW EQUIPMENT IS 2-POLE.
SHEET NOTE
1
7
6
54321.71
M
L
K
J
H
F
E
G
1A2A
3A4A
5A6A 7A
P
NX
X X X
X X X
XXX
X X X
X X X
XX
X
X X X
X X XXX
EF1
CU1
X
XXX
XXX
X X
RTU7
RTU8 RTU
9RTU10
L2A-55,57
HB-20,22,24
HB-14,16,18
HB-8,10,12
HB-2,4,6
(E)
(E)
11
1
1
Job:
Drawn:
Scale:
Date:
ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
EDesignCIncorporatedEDesignCIncorporated
16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
SOLA
NO C
OMMU
NITY
COL
LEGE
DIS
TRIC
TVA
LLEJ
O CE
NTER
MECH
ANIC
AL E
QUIP
MENT
REP
LACE
MENT
Of Sheets.
Sheet
E1.14
ROOF
WES
TEL
ECTR
ICAL
DEMO
LITIO
N PL
AN
1. EXISTING ROOF TOP UNITS TO BE REMOVED AND REPLACED. DISCONNECT EXISTING EQUIPMENT ANDREMOVE LOCAL DISCONNECT. MAINTAIN CIRCUIT FOR NEW EQUIPMENT INSTALLATION.
GENERAL NOTE
MAINTAIN CIRCUIT FOR NEW EQUIPMENT. MAKE MODIFICATIONS TO EXTEND CIRCUIT TO NEWEQUIPMENT. REMOVE ONE HOT CONDUCTOR FROM CIRCUIT. NEW EQUIPMENT IS 2-POLE.
SHEET NOTE
1
7
6 8
6 7
A
15
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
8
COMPUTER LAB
A-129
SERVER ROOM
A-127A
TECH OFFICE
A-127
STUDY AREA
A-130
GROUP STUDY
A-124B
GROUP STUDY
A-124C
LEARNING LAB
A-124
CLASSROOM
A-123
CLASSROOM
A-121
COMPUTER LAB
A-125
MEDIA STORAGE
A-117
JANITOR
A-119
BULKSTORAGE
A-109
MAIN ELECTRICAL
A-111
ELEVATOR MC. ROOM
A-107
VENDING
A-101
CLASSROOM
A-122
HEALTH ROOM
A-114
RECEPTIONA-102
HALLWAY
A-120
FINNANCIAL AID OFFICEA-112
HALLWAYA-110
COORDINATORS OFFICE A-104
COUNSELLING OFFICEA-108
PANEL L1C
PANEL L1A
PANEL H1
PANEL H1
DIST. PANEL DPD
7
6 8
6 7
A
15
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
8
COMPUTER LAB
A-129
SERVER ROOM
A-127A
TECH OFFICE
A-127
STUDY AREA
A-130
GROUP STUDY
A-124B
GROUP STUDY
A-124C
LEARNING LAB
A-124
CLASSROOM
A-123
CLASSROOM
A-121
COMPUTER LAB
A-125
MEDIA STORAGE
A-117
JANITOR
A-119
BULKSTORAGE
A-109
MAIN ELECTRICAL
A-111
ELEVATOR MC. ROOM
A-107
VENDING
A-101
CLASSROOM
A-122
HEALTH ROOM
A-114
RECEPTIONA-102
HALLWAY
A-120
FINNANCIAL AID OFFICEA-112
HALLWAYA-110
COORDINATORS OFFICE A-104
COUNSELLING OFFICEA-108
ACU1-2 WH
1(E)
B1
B2
HHWP1
HHWP2
(E)
FCU1
FCU2
FCU3
FCU4
FCU5
FCU6
FCU7
FCU8 FCU
9
FCU10
L1B - 6,8
L1B - 2,4
L1B - 2,4
L1B - 2,4
L1C - 2,4
L1C - 2,4
L1C - 6,8
L1C - 10,12
L1C - 24,26
L1C - 6,8
Job:
Drawn:
Scale:
Date:
ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
EDesignCIncorporatedEDesignCIncorporated
16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
H
R
WAO
ET
EXP. 12-31-16
S
No. E18568 EERNI
GEN
S IOFESAN L
O
TAT
S
DE
ISTE
RG
RE
FOE
AINRLCA FOI
PR
LAT R CICE EL
EHP
N
TER
SOLA
NO C
OMMU
NITY
COL
LEGE
DIS
TRIC
TVA
LLEJ
O CE
NTER
MECH
ANIC
AL E
QUIP
MENT
REP
LACE
MENT
Of Sheets.
Sheet
E2.10
FIRS
T FL
OOR
EAST
ELEC
TRIC
AL P
LAN
E2.10
UTILIZE EXISTING CIRCUIT FOR NEW EQUIPMENT AND PLACE NEW LOCAL DISCONNECT.
SHEET NOTES
1
A
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
8
76
8
6 7
12.8
CLASSROOM
A-217
WOMEN'S
RESTROOM
A-205
CLASSROOM
A-215
CLASSROOM
A-213
SCIENCE LAB
A-211
SCIENCE PREP-ROOM
A-209
SCIENCE LAB
A-207
MEN'S
RESTROOM
A-203
CLASSROOM
A-242OFFICE
A-234
OFFICEA-230
OFFICEA-226
HALLWAY
A-225
OFFICEA-222
OFFICEA-218
OFFICEA-212
OFFICE
A-216
STORAGE
A-220
OFFICE
A-224
COPY/WORKALCOVE
A-232
STAFF
TOILET
A-228
DATA ROOM
A-240
ELECA-214 CORRIDOR
A-210
MEETING ROOM
A-204STAFF LOUNCE
A-202
JANTOR
A-206
LOBBYA-200
PANEL L2A
PANEL H2-M
A
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
8
76
8
6 7
12.8
CLASSROOM
A-217
WOMEN'S
RESTROOM
A-205
CLASSROOM
A-215
CLASSROOM
A-213
SCIENCE LAB
A-211
SCIENCE PREP-ROOM
A-209
SCIENCE LAB
A-207
MEN'S
RESTROOM
A-203
CLASSROOM
A-242OFFICE
A-234
OFFICEA-230
OFFICEA-226
HALLWAY
A-225
OFFICEA-222
OFFICEA-218
OFFICEA-212
OFFICE
A-216
STORAGE
A-220
OFFICE
A-224
COPY/WORKALCOVE
A-232
STAFF
TOILET
A-228
DATA ROOM
A-240
ELECA-214 CORRIDOR
A-210
MEETING ROOM
A-204STAFF LOUNCE
A-202
JANTOR
A-206
LOBBYA-200
ACU2-1(E)
FCU14
FCU11
FCU12
FCU13
1
L2A - 44,46
L2A - 52,54
L2A - 56,58
L2A - 60,62
Job:
Drawn:
Scale:
Date:
ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
EDesignCIncorporatedEDesignCIncorporated
16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
H
R
WAO
ET
EXP. 12-31-16
S
No. E18568 EERNI
GEN
S IOFESAN L
O
TAT
S
DE
ISTE
RG
RE
FOE
AINRLCA FOI
PR
LAT R CICE EL
EHP
N
TER
SOLA
NO C
OMMU
NITY
COL
LEGE
DIS
TRIC
TVA
LLEJ
O CE
NTER
MECH
ANIC
AL E
QUIP
MENT
REP
LACE
MENT
Of Sheets.
Sheet
E2.12
SECO
ND F
LOOR
ELEC
TRIC
AL P
LAN
1. NEW MECHANICAL EQUIPMENT IN EXISTING LOCATION. CONNECT TO EXISTING CIRCUIT. FURNISH ANDINSTALL NEW DISCONNECT.
SHEET NOTES
A
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
76
8
6 7
2 (TYPICAL)
1 (TYPICAL)
CU1-2
CU1-1
CU2-1
EF6
SA1
EF7
EF4
EF3
EF5
SA2
SA3
CU1-2
EF2
RTU1
RTU2
RTU3
RTU4
RTU5
RTU6
RTU11
RTU12
RTU14
RTU13
CU1
CU2
CU3
CU4
CU5
CU6
CU7
CU8
CU9
CU10
CU14
CU13
CU11
CU12
L2D - 5,7
L2D - 9,11
L2D - 14,16
L2D - 18,20
L2D - 21,23
L2D - 25,27H2M - 13,15,17
H2M - 37,39,11
H2M - 7,9,11
H2M - 19,21,23L2D - 10,12
L2D - 6,8
(E)
(E)
H2M - 1,3,5
L2D - 2,4
L2D - 17,19
H2M - 8,10,12(E)
L2D - 13,15
H2M - 2,4,6
H2M - 31,33,35
H2M - 14,16,18H2M - 25,27,29
L2D - 1,3
(E)
(E)
(E)
(E)
(E)
Job:
Drawn:
Scale:
Date:
ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
EDesignCIncorporatedEDesignCIncorporated
16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
SOLA
NO C
OMMU
NITY
COL
LEGE
DIS
TRIC
TVA
LLEJ
O CE
NTER
MECH
ANIC
AL E
QUIP
MENT
REP
LACE
MENT
Of Sheets.
Sheet
E2.13
ROOF
EAS
TEL
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UTILIZE EXISTING CIRCUIT FOR NEW EQUIPMENT AND PLACE NEW LOCAL DISCONNECT.
FURNISH AND INSTALL NEW POWER AND LOCAL DISCONNECT FOR NEW ROOF TOP EQUIPMENT.
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1. UTILIZE EXISTING CIRCUIT FOR NEW EQUIPMENT AND PLACE NEW LOCAL DISCONNECT.
GENERAL NOTES
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582 MARKET STREET,SUITE 400
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(415) 963-4303
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582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
EDesignCIncorporatedEDesignCIncorporated
16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
H
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EXP. 12-31-16
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No. E18568 EERNI
GEN
S IOFESAN L
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Job:
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ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
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16SCC01-1/8"=1'-0"12/29/2016
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M0.01
MECH
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TURNING VANESTV
DRAWING NUMBERDETAIL NUMBER
CEILING SUPPLY DIFFUSER/REGISTER
CEILING RETURN GRILLE/REGISTER
RETURN AIR DUCT RISER/DROP
EXHAUST AIR DUCT RISER/DROP
CEILING EXHAUST GRILLE/REGISTER
WALL SUPPLY GRILLE/REGISTER
WALL RETURN OR EXHAUST GRILLE/REGISTER
SUPPLY AIR DUCT RISER/DROP
R or D
L
FS
SLOPED DUCT (RISE OR DROP)
FLEXIBLE DUCT
SQUARE TO ROUND DUCT
FIRE-SMOKE DAMPER
ACOUSTICAL LINING (1" FIBERGLASS U.O.N.)
VOLUME DAMPERVD
TEMPERATURE SENSOR (MOUNT AT 48" AFF)
T
S
THERMOSTAT (MOUNT AT 48" AFF)T-STAT
DUCT CONTINUATION
BDD BACK DRAFT DAMPER
SLOT DIFFUSER WITH AIR DUCT
REFERENCE NOTE
REFRIGERANT LIQUIDRL
REFRIGERANT SUCTIONRS
CO2 SENSOR
ABBR DESCRIPTIONSYMBOL
DRAWING NUMBERSECTION NUMBER
UNIT NUMBEREQUIPMENT TYPE
NECK SIZEAIR QUANTITYSYMBOL (4-WAY UON)
CEILING OUTSIDE AIR GRILLE/REGISTER
CEILING TRANSFER DIFFUSER/GRILLE
OUTSIDE AIR DUCT RISER/DROP
(D)
HHWS HEATING HOT WATER SUPPLY
HHWR HEATING HOT WATER RETURN
HHWS
HHWR
BOTTOM CONNECTION - BRANCH LINE
CIRCUIT SETTER
TEE DOWN
TEE UP
TOP CONNECTION - BRANCH LINE
PIPE DOWN
PIPE UP
PIPE ANCHOR
AUTOMATIC AIR VENT
EXPANSION LOOP
CAPPED OR PLUGGED TEE
EXPANSION JOINT
PIPE GUIDE
TEST TAP (PETE'S PLUG)
MANUAL AIR VENT
FLEXIBLE CONNECTOR
UNION
AAVMV
PRESSURE GAGE
THERMOMETER
PUMP
PRESSURE GAUGE WITH COCK
STRAINER WITH BLOW OFF
STRAINER
3-WAY CONTROL VALVE
2-WAY CONTROL VALVE
CHECK VALVE
GATE VALVE
DIRECTION OF FLOW
DIRECTION OF SLOPE
BUTTERFLY VALVE
RELIEF VALVE, P&T RELIEF VALVE
BALL VALVE
P&TRV
A NECK SIZECFM, FD
∅ DIAMETERAC AIR CONDITIONINGAFF ABOVE FINISHED FLOORAMP AMPEREARCH ARCHITECTURALBDD BACKDRAFT DAMPERSBHP BRAKE HORSEPOWERBLDG BUILDINGBOD BOTTOM OF DUCTBTU BRITISH THERMAL UNITBTUH BRITISH THERMAL UNIT PER HOURCFM CUBIC FEET PER MINUTECL CENTER LINECLG CEILINGDBT DRY BULB TEMPERATUREDN DOWNDSD DUCT MOUNTED SMOKE DETECTOR(E) EXISTINGEA EXHAUST AIREAT ENTERING AIR TEMPERATUREEER ENERGY EFFICIENCY RATIOELEC ELECTRICALESP EXTERNAL STATIC PRESSURE (IN WG)EWT ENTERING WATER TEMPERATUREF FAHRENHEITFA FACE AREAFLA FULL LOAD AMPSFD FIRE DAMPERFPM FEET PER MINUTEFSD FIRE/SMOKE DAMPERFT FEETGA GAUGEGAL GALLONSGALV GALVENIZEDGPM GALLONS PER MINUTEHD HEADHP HORSEPOWERHVAC HEATING VENTILATING AND ACHZ HERTZID INSIDE DIAMETERIN. INCHIN. W.G. INCHES WATER GAGE (PRESSURE)KW KILOWATTLAT LEAVING AIR TEMPERATURELBS POUNDSLF LINEAR FEET
LWT LEAVING WATER TEMPERATUREMA MIXED AIRMAX MAXIMUMMBH THOUSAND BTU PER HOURMECH MECHANICALMIN MINIMUM(N) NEWN/A NOT APPLICABLENC NORMALLY CLOSEDNIC NOT IN CONTRACTNO NUMBER OR NORMALLY OPENNTS NOT TO SCALEOAT OUTSIDE AIR TEMPERATUREOBD OPPOSED BLADE DAMPEROC ON CENTEROD OUTSIDE DIMENSIONOSA OUTSIDE AIRPD PRESSURE DROPPH PHASEPLBG PLUMBINGPOC POINT OF CONNECTIONPOD POINT OF DEMOLITIONRA RETURN AIRREQ'D REQUIREDREV REVISIONRPM REVOLUTIONS PER MINUTESA SUPPLY AIRSD SMOKE DAMPERSEER SEASONAL ENERGY EFFICIENCY RATIOSP STATIC PRESSURESQ.FT. SQUARE FEETSTRUCT STRUCTURALTA TRANSFER AIRTCP TEMPERATURE CONTROL PANELTEMP TEMPERATURETOD TOP OF DUCTTYP TYPICALUC UNDERCUTUG UNDERGROUNDUON UNLESS OTHERWISE NOTEDVAV VARIABLE AIR VOLUMEVEL VELOCITYVFD VARIABLE FREQUENCY DRIVEWG WATER GAGEWT WEIGHT
NOTE: NOT ALL SYMBOLS APPLY
1. 2013 BUILDING STANDARD ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.2. 2013 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.;3. 2013 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.;4. 2013 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.;5. 2013 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.;6. 2013 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R.;7. 2013 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24, C.C.R.;8. 2013 CALIFORNIA "GREEN" BUILDING REQUIREMENTS, PART 11, TITLE 24 C.C.R9. 2013 CALIFORNIA EXISTING BUILDING CODE, PART 10, TITLE 24 C.C.R10. 2013 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24, C.C.R.11. TITLE 19, CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS
REFERENCE CODE SECTION FOR NFPA STANDARDS - CBC(SFM) 3504.1TITLE 24 C.C.R. ACCESSIBILITY STANDARDSAMERICAN WITH DISABILITIES ACT (A.D.A., ADAAG) FEDERAL ACCESSIBILITY STANDARDS
M0.01 MECHANICAL TITLE SHEETM0.02 MECHANICAL DETAILSM1.10 FIRST FLOOR EAST MECHANICAL DEMOLITION PLANM1.11 FIRST FLOOR WEST MECHANICAL DEMOLITION PLANM1.12 SECOND FLOOR MECHANICAL DEMOLITION PLANM1.13 ROOF EAST MECHANICAL DEMOLITION PLANM1.14 ROOF WEST MECHANICAL DEMOLITION PLANM2.10 FIRST FLOOR EAST MECHANICAL DUCTWORK PLANM2.11 FIRST FLOOR WEST MECHANICAL DUCTWORK PLANM2.12 SECOND FLOOR MECHANICAL DUCTWORK PLANM2.13 ROOF EAST MECHANICAL PROPOSED PLANM2.14 ROOF WEST MECHANICAL PROPOSED PLANM3.10 FIRST FLOOR EAST MECHANICAL HYDRONIC PLANM3.11 FIRST FLOOR WEST MECHANICAL HYDRONIC PLANM3.12 SECOND FLOOR MECHANICAL HYDRONIC PLAN
SYMBOLS
APPLICABLE CODES
ABBREVIATIONS NOTE: NOT ALL ABBREVIATIONS APPLY
1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF TITLE 24 OF THE CALIFORNIA CODE OF REGULATIONS (C.C.R.), 2013 CMC.
2. ALL SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, FEDERAL AND STATE CODES AND ORDINANCES, AND SHALL MEET ALLREQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION.
3. SYSTEM LAYOUTS AS INDICATED ON DRAWINGS ARE GENERALLY DIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY AS ACTUAL CONSTRUCTION WILL PERMIT.
4. PRIOR TO SUBMISSION OF BID, REVIEW FULL SET OF NEW CONSTRUCTION DRAWINGS (INCLUDING ALL OTHER TRADES). INCLUDE ANY ADDITIONAL PIPE OR DUCT OFF-SETS THAT ARENOT CURRENTLY SHOWN ON DRAWINGS BUT MAY BE REQUIRED TO CLEAR STRUCTURE, FINISHES OR WORK OF OTHER TRADES. NO EXTRA PAYMENT WILL BE ALLOWED FOR WORKRESULTING FROM LACK OF PROPER INITIAL APPRAISAL OF ENTIRE SCOPE OF WORK. SUBMIT REQUESTS FOR INFORMATIONS (RFIS) AS REQUIRED TO ANSWER ANY QUESTIONS THATMAY ARISE DURING BIDDING PHASE. CLEARLY INDICATE SCOPE INCLUSION AND EXCLUSION IN BID.
5. FURNISH ALL LABOR, MATERIALS, TRANSPORTATION, AND PERFORM ALL REQUIRED OPERATIONS TO PROVIDE COMPLETE AND OPERABLE MECHANICAL SYSTEM, IN ACCORDANCEWITH THE FULL INTENT AND MEANING OF THE DRAWINGS AND SPECIFICATIONS AND PER STANDARD TRADE PRACTICES.
6. WORKMANSHIP SHALL BE FIRST CLASS THROUGHOUT AND PERFORMED ONLY BY COMPETENT AND EXPERIENCED WORKMEN IN A MANNER SATISFACTORY TO THE OWNER ANDARCHITECT.
7. ALL EQUIPMENT SHALL BE INSTALLED WITH SUFFICIENT ACCESS TO CONTROLS, FILTERS, ELECTRIC MOTORS, ETC. CONTRACTOR SHALL PROVIDE ACCESS PANELS WHEREREQUIRED.
8. COORDINATE ACCESS TO ALL DAMPERS, VALVES, AND OTHER SERVICEABLE EQUIPMENT.
9. PROVIDE BIRD SCREENS AT ALL INTAKE AND EXHAUST OPENINGS.
10. FLASH AND COUNTER FLASH ALL ROOF PENETRATIONS AS REQUIRED TO SEAL WEATHER TIGHT. (SEE ARCHITECTURAL ROOFING DETAILS AND SPECIFICATIONS).
11. PROVIDE UL-LISTED/APPROVED THROUGH PENETRATION FIRE-STOPPING AT ALL DUCT, PIPE AND CONDUIT PENETRATIONS OF FIRE-RATED WALLS, FLOORS, CEILING/FLOOR ORCEILING/ROOF ASSEMBLIES AND SHAFTS COMPLIANT WITH CHAPTER 7 OF THE 2013 CALIFORNIA BUILDING CODE.
12. LIMITING TRANSMISSION OF NOISE AND VIBRATIONS IS EXTREMELY IMPORTANT. CONTRACTOR TO PAY PARTICULAR ATTENTION THAT PIPING, EQUIPMENT, AND DUCTWORK AREINSTALLED SO AS NOT TO CHATTER OR RUB AGAINST OTHER MATERIALS, EQUIPMENT OR BUILDING STRUCTURE. PROVIDE ISOMODE PADS, INSULATION OR OTHER SUITABLEMATERIALS TO AVOID DIRECT CONTACT AND NOISY CONDITIONS. SUFFICIENT CLEARANCES OF PIPING AND ITS ASSOCIATED COMPONENTS SHALL BE PROVIDED FROM ADJACENTJOIST, STUDS, BEAMS, COLUMNS DRYWALL, ETC. TO ALLOW FOR PIPE MOVEMENT DUE TO THERMAL EXPANSION AND STILL NOT COME IN CONTACT WITH STRUCTURE. INSULATIONSHALL BE CONTINUOUS THROUGH PIPE HANGERS (PROVIDE SHEET METAL INSULATION SHIELD AT EACH HANGER).
13. WHERE JOIST, STUD OR BEAM PENETRATIONS ARE REQUIRED, SIZE TO PROVIDE ADEQUATE CLEARANCE FROM PIPE BUT DO NOT SIZE FOR INSULATION. PROVIDE“ACCOUSTO-PLUMB” ISOLATORS AT EACH SUCH PIPE PENETRATION AND BUTT ENDS OF INSULATION TIGHT AGAINST FRAMING TO ELIMINATE ANY CONNECTIVE HEAT LOSS. REVIEWALL SUCH PENETRATIONS WITH ARCHITECT AND GENERAL CONTRACTOR BEFORE DRILLING OR NOTCHING. SEE STRUCTURAL DRAWINGS FOR CRITERIA ON JOIST PENETRATIONS -VERIFY WITH GENERAL CONTRACTOR.
14. PROVIDE DIELECTRIC INSULATING CONNECTIONS BETWEEN ALL DISSIMILAR METALS.
15. NOTIFY OWNER AND GENERAL CONTRACTOR 48 HOURS IN ADVANCE BEFORE ANY TESTING.
16. PROVIDE DUCT AND PIPE INSULATION AND THERMOSTATS PER TITLE 24 REQUIREMENTS AND SPECIFICATIONS.
17. PER CALIFORNIA GREEN BUILDING STANDARDS CODE (PART 11 OF TITLE 24, CALIFORNIA CODE OF REGULATIONS), PROTECT DUCT OPENINGS AND MECHANICAL EQUIPMENT DURINGCONSTRUCTION. LIMIT USE OF PERMANENT HVAC DURING CONSTRUCTION TO CONDITIONING NECESSARY FOR MATERIAL AND EQUIPMENT INSTALLATION. IF PERMANENT HVAC ISUSED DURING CONSTRUCTION, INSTALL MERV-8 FILTERS ON RETURNS, AND REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY, OR, IF THE BUILDING IS OCCUPIED DURINGALTERATION, AT THE CONCLUSION OF CONSTRUCTION.
18. PER CALIFORNIA GREEN BUILDING STANDARDS CODE (PART 11 OF TITLE 24, CALIFORNIA CODE OF REGULATIONS), PROVIDE AT LEAST MERV-8 FILTERS IN REGULARLY OCCUPIEDSPACES OF MECHANICALLY VENTILATED BUILDINGS.
19. PER CALIFORNIA GREEN BUILDING STANDARDS CODE (PART 11 OF TITLE 24, CALIFORNIA CODE OF REGULATIONS), DO NOT INSTALL EQUIPMENT THAT CONTAINS CFCS OR HALONS.
20. THE FIRST 10 FEET OF SUPPLY AND RETURN DUCTS CONNECTED TO THE ROOFTOP AND FAN COIL UNITS SHALL BE LINED WITH MINIMUM 1" SOUND ABSORBING LINING. DUCTDIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. INSTALL PER MANUFACTURERS INSTRUCTIONS.
GENERAL MECHANICAL NOTES
SHEET INDEX
MECHANICAL SCOPE OF WORK1. REPLACE EXISTING WATER SOURCE HEAT PUMP UNITS WITH DX COOLING/HYDRONIC
HEATING UNITS. MODIFY DUCTS, DIFFUSERS AND PIPING AS NECESSARY.
2. REMOVE EXISTING COOLING TOWER AND BOILER.
3. PROVIDE 2 NEW BOILERS AND HEATING HOT WATER PUMPS.
4. MODIFY EXISTING CONDENSER WATER PIPING SYSTEM FOR USE AS HEATING HOT WATERSYSTEM.
5. PROVIDE (N) IN-LINE EXHAUST FANS AND ASSOCIATED DUCTWORK FOR TWO JANITORCLOSETS.
6. MODIFY RETURN GRILLES/DUCTS AS SHOWN.
7. RELOCATE THERMOSTATS AS SHOWN.
FSFS
FD FIRE DAMPERFDFD
· ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE DSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL ISINDICATED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2013 CBC, SECTIONS 1616A.1.18 THROUGH1616A.1.26 AND ASCE 7-10 CHAPTER 13, 29 AND 30.
1. ALL PERMANENT EQUIPMENT AND COMPONENTS.2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS OR WATER.3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS.
· THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENT S SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS. THESE COMPONENTS SHALL HAVEFLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCIATED DUCTWORK, PIPING, AND CONDUIT.
1. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THECOMPONENT.
2. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNG FROMA WALL.
· FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD AND THEDSA DISTRICT STRUCTURAL ENGINEER. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH ABOVE REQUIREMENTS.
MEP COMPONENT ANCHORAGE NOTES
SCALE:1ROOFTOP UNIT MOUNTING DETAIL
NONE
SCALE:2CONDENSING UNIT MOUNTING DETAIL
NONE
SCALE:3FANCOIL UNIT MOUNTING DETAIL
NONE
SCALE:5DUCTWORK MOUNTING DETAIL
NONE
SCALE:4PIPE MOUNTING DETAIL
NONE
SCALE:7UPPER ATTACHMENT DETAIL
NONE
SCALE:6HOT WATER COIL CONNECTION DIAGRAM
NONE
SCALE:9HEATING HOT WATER PIPING DIAGRAM
NONE
INSERTS
ANGLE
RODU-BOLTS
STEEL
THREADED
STRAP
TURNS IN4 TIGHT GAUGE WIRE
(TYP)TO STRUCTURE
SEISMIC 10
45°
1-1/2"
THREADED
TURNS IN4 TIGHT
45°
1-1/2"
GAUGE WIRE
(TYP)TO STRUCTURE
SEISMIC 10
NOTE:REFER TO DETAIL 7, THIS SHEET, FOR UPPER ATTACHMENTS.
MAX. 30"
STRAP HANGERNOTES 1. HANGERS AND TRAPEZE ANGLES TO BE SIZED IN ACCORDANCE WITH SMACNA DUCT CONTRUCTION
STANDARDS, TABLES 4-1 & 4-3. MAXIMUM SPACING BETWEEN HANGERS - 10 FEET.2. REFER TO DETAIL 7, THIS SHEET, FOR UPPER ATTACHEMENTS.
SEISMIC 10 GAUGE WIRE TOSTRUCTURE (TYP)
4 TIGHT TURNSIN 1-1/2"
SCREW (TYP)SHEETMETAL10"Ø
MAX.
45°
24"ØMAX. OR SPIRAL SEAM
LONGITUDINAL
4" MIN.
SEISMIC 10GAUGE WIRETO STRUCTURE(TYP)
SPRING HANGER.MASON #W30
10 GAUGEWIRE
4 TIGHT TURNSIN 1-1/2"
3/8"Ø BOLT,LOCKWASHERAND NUT.
20 GAUGE X 1"STRAP
FLEX CONNECTOR (TYP)
1" DEFLECTIONSPRING VIBRATIONISOLATOR (TYP 4)
ANGLE CLIP AT45 DEGREES (TYP)
CONDENSATE DRAINSEE PLUMBING SHEETS
REFRIGERANT PIPING
DUCT
DUCT TRANSITIONAS REQUIRED
3/8" THREADEDROD WITH NUT
AND LOCKWASHERAT BOTTOM (TYP 4)
SEISMIC 10 GAUGE WIRE TOSTRUCTURE (TYP OF 8)
4 TIGHT TURNSIN 1-1/2"
DUCT
DUCT TRANSITIONAS REQUIRED
NOTE:REFER TO DETAIL 7, THIS SHEET, FOR UPPER ATTACHEMENTS.
HWS&R PIPING
20 GAUGE X1" STRAP
3/8" LAG BOLT, 3"EMBEDMENT (TYP 4)
3/4" PLYWOOD
ROOF
4X4 BLOCK ALLAROUND UNIT
4X BLOCK BETWEENSTRUCTURE
ROOFINGCANT, REFER TOARCHITECTURAL
3/8" LAG BOLT, COUNTERSUNKIN 4X BLOCK, 3" EMBEDMENT(TYP 4 EACH LONG SIDE)
ROOFTOP PACKAGE UNIT
HOLD DOWN S-CLIP. 6"x16GA.GALVANIZED STEEL. TYP. OF4 (ONE PER CORNER)
GALVENIZED SHEET METAL FLASHING
2" x 1/4" CONTINUOUS DENSENEOPRENE SPONGE GASKET.
METAL ROOF CURB1-1/2" RIGID INSULATION
COMPATIBLE WITH ROOFING.
#10x1/2" TEK SCREWS. 4 PER CLIP#10x1/2" TEK SCREWS.4 PER CLIP
(E)ROOF 2X WOODLEVELING BLOCK
SEE STRUCTURAL
1/2"Ø x MIN. 4" EMBEDMENT INTOBLOCKING. LAG BOLT @ 24" OC
ROOFING FELTS
1/2" PLYWOOD SKIRT
WOOD NAILER (TYP)
MIN R-13 BATTINSILATION
1-1/2"x1-1/2"x1/4"ANGLE IRON 2"LONG WITH 1/4"LAG BOLT (TYP)
3/4"
EQ EQ
GAUGE WIRE SEISMIC 10
3/4"
EQ EQ
1" GALV. STRAP
1-1/2"x1-1/2"x1/4"ANGLE IRON 2"LONG WITH 1/4"LAG BOLT (TYP)
THREADED 3"X3"X1/4"ANGLE
ROD
AND NUTLOCKWASHER 3/8"Ø BOLT,
NUTS ANDLOCK WASHERS
1" X 16 GAUGE STRAP (TYP.)
COIL AIRFLOW
REDUCER (TYP.)BALL VALVE
UNION (TYP.)
(TYP.)
VALVEBALANCING
STRAINERW/ BLOWOFF VALVE
PETES PLUG (TYP.)
NOTES 1. THREE WAY VALVE SHOWN, TO BE INSTALLED AT FCU-10, FCU-12, RTU-6 & RTU-7.
ALL OTHER UNITS PROVIDE WITH TWO WAY VALVE.
1/4" GUAGE COCKFOR MANUAL AIRVENTING
CONTROL VALVE
CWMU3/4" NPT-F
ET-1
PSD
BY PASSB-1
POWER SUPPLY
CONTROL SIGNALTO B-1
CONTROL SIGNALTO B-2
CONTROL SIGNALFROM BCS-1
B-2
PSD
BOILER CONTROLSYSTEM
BCS-1
BOILERCONTROLS TDR
HHWS3" 150# FLANGE
HHWR3" 150# FLANGE
3"
HWP-1 HWP-2
2-1/2"
3"
1"
3/4"
3/4"
0° - 200°
0 - 100 PSI0 - 100 PSI
AIR SEPARATOR
EXPANSION TANK
3/4"
BACKFLOW PREVENTOR
0 - 100 PSI
0° - 200°
75 PSI
GAS INLET2" F-NPT
3"
3" 3"
CHEMICALFEEDER
CONTROL SIGNALFROM BCS-1
BOILERCONTROLS TDR
GAS INLET2" F-NPT
SCALE:8BOILER MOUNTING DETAIL
NONESCALE:10IN-LINE PUMP MOUNTING DETAIL
NONE
THERMOMETER (TYP)
TRIPLE DUTY VALVE (TYP)
HOSE BIBB (TYP)
PETE'S PLUG (TYP)
BUTTERFLYVALVE (TYP)
PRESSURE REDUCING VALVE
RELIEF VALVE (TYP)
NEEDLEVALVE (TYP)
BALL VALVE (TYP)
SENSOR WELL (TYP)
MIXING VALVE(TYP)
SUCTIONDIFFUSERSTRAINER(TYP)
PRESSUREGAGE (TYP)
AV
AUTOMATICAIR VENT
BOILER
(E) 5" CONCRETESLAB ON GRADE
3/8" DIA EXPANSION BOLT, 2-1/2" MIN EMBEDMENT(TYP 4 PER RAIL)
UNISTRUT P700013/16" x 13/32" PROVIDEONE PER SUPPORT RAIL
SUPPORT RAIL(TYP 2)
UNISTRUT P6048FITTING (TYP EACHEND OF UNISTRUTP7000)
BOILER
END VIEW SIDE VIEW
IN-LINE CENTRIFUGAL PUMP
PETE'S PLUG (TYP)PRESSURE GAGE (TYP)
REDUCER (TYP)
STRAINER WITH BLOWDOWNVALVE & HOSE THREAD
NOTE:REFER TO DETAIL 7, THIS SHEET, FOR UPPER ATTACHEMENTS TO STRUCTURE ABOVE.
FLEXIBLECONNECTOR (TYP)
HANGAR ROD
VIBRATION ISOLATOR (TYP)
NON-SLAMCHECK VALVE
SHUTOFFVALVE
UNISTRUT P1000T CHANNEL STIFFENERWITH P2485 CRADLE CLIP @ 12" OC(TYP AT THREADED RODS)
CHANNELSTIFFENER
1"x 1"x 1/8" ANGLE
EMBEDMENT W/WASHER
3/8"Ø BOLT, LOCKWASHER
ANGLE IRON SUPPORT
AND NUT
3/8"THREADED ROD
1"x 1"x 1/8" ANGLE
THREADED RODCOUPLING
3/8"Ø EXPANSIONANCHOR, SEESTRUCTURAL DRAWINGS
4 TIGHTTURNS IN 1 1/2"
SUPPORT WIRE
SUPPORT STRAP
CHANNELSTIFFENER
2-1/2"
2-1/2"
2-1/2"
2-1/2"
2-1/2"
1/4"Ø MACHINE BOLTWITH UNISTRUTP7006-1420 CHANNELNUT
(E)3-1/4" CONCRETE FILL OVER 2" METAL DECK
3/8"Ø EXPANSIONANCHOR, SEESTRUCTURAL DRAWINGS
(E)3-1/4" CONCRETE FILL OVER 2" METAL DECK
3/8"Ø EXPANSIONANCHOR, SEESTRUCTURAL DRAWINGS
3/8"Ø EXPANSIONANCHOR, SEESTRUCTURAL DRAWINGS
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M0.02
MECH
ANIC
ALDE
TAILS
7
6 8
6 7
A
15
B
C
D
B.2
14.3
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13
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10
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15
14.2
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10
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8
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24v
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24v
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24v
24v
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ACU1-2
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X X X X
WOMEN'S RESTROOMA-105
X
FINNANCIAL AID OFFICEA-112
B1(D)
CWP2
(D)VFD (CWP-1)
(D)VFD (CWP-2)
CWP1(D)
WH1
(D)EXP.TANK
(D)AIRSEPARATOR
HWP1(D)
COMPUTER LAB
A-129
SERVER ROOM
A-127A
TECH OFFICE
A-127
STAIR #2
STUDY AREA
A-130
GROUP STUDY
A-124B
GROUP STUDY
A-124C
LEARNING LAB
A-124
GROUP STUDYA-124A
CLASSROOM
A-123CLASSROOM
A-121
COMPUTER LAB
A-125
MECHANICALA-113
MEDIA STORAGE
A-117
JANITOR
A-119
BULKSTORAGE
A-109
MAIN ELECTRICAL
A-111
ELEVATOR MC. ROOM
A-107
MEN'S RESTROOMA-103
CLASSROOM
A-122
VENDING
A-101
RECEPTIONA-102
HEALTH ROOMA-114
COORDINATORS OFFICE A-104
HALLWAYA-110
HALLWAY
A-120COUNSELLING OFFICEA-108
STAIR #1
(E)
1
1
1
1
1
1
POD
POD
POD
POD
POD
POD
POD
POD
PODPOD
POD
POD
POD
POD
POD
POD
POD
POD
1
(E)
X
POD
POD
POD
POD
POD
POD
POD
(D)26X12
POD
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POD
POD2
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582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
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MENT
Of Sheets.
Sheet
M1.10
FIRS
T FL
OOR
EAST
MECH
ANIC
ALDE
MOLIT
ION
PLAN
DEMOLISH FAN COIL UNIT, SUPPORTS, AND CONTROLS ABOVE CEILING. DUCTWORK AND CONDENSER WATERPIPING TO REMAIN FOR CONNECTION TO NEW EQUIPMENT EXCEPT AS NOTED OTHERWISE.
RETURN GRILLE TO BE RELOCATED. REFER TO M2.10 FOR NEW LOCATION.
SUPPLY DIFFUSER TO BE RELOCATED. REFER TO M2.10 FOR NEW LOCATION.
DEMOLISH THERMOSTAT. WIRING TO REMAIN FOR CONNECTION TO (N) TEMPERATURE SENSOR.
REMOVE THERMOSTAT AND WIRING TO ABOVE CEILING, THERMOSTAT TO BE RELOCATED. REFER TO SHEETM2.10.
DEMOLISH THERMOSTAT. REMOVE WIRING BACK TO (E) TEMPERATURE CONTROL PANEL.
SHEET NOTES
1
SCALE: 1/8" = 1'
FIRST FLOOR EAST MECHANICAL DEMOLITION PLAN1
2
3
4
5
6
7654
3
2
1.7
1
M
L
K
J
H
F
E
G
1A
2A
3A
4A
5A
6A7A
P
N
T
T
T
T
XX
X XT
T
ACU1-1 (E)
LANDSCAPE MAINTENANCEB-105
ARTSTORAGEB-103A
YOUTH THEATERSTORAGE
B-101AGYMNASIUMB-101
GALLERYB-100
HALL
WAY
B-11
0
ELEC.B-108
DATAB-102
MEN'SRESTROOM
B-112
WOMEN'SRESTROOMB-114
LECTURE HALLB-106
LECTURE PREPB-106A
FURNITURE STORAGEB-104
ART/ECEB-103
1
1
1
1
2S
SS
S
S
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ISSUES
582 MARKET STREET,SUITE 400
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M1.11
SHEET NOTES
(E) SUPPLY AND RETURN DUCTWORK TO REMAIN. REFER TO SHEET M1.14 FOR CHANGES TO ROOFTOP UNITS.
DEMOLISH THERMOSTAT. WIRING TO REMAIN FOR CONNECTION TO (N) TEMPERATURE SENSOR.
1
FIRS
T FL
OOR
WES
TME
CHAN
ICAL
DEMO
LITIO
N PL
AN
SCALE: 1/8" = 1'
FIRST FLOOR WEST MECHANICAL DEMOLITION PLAN1
2
A
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
8
76
8
6 7
12.8
CLASSROOM
A-217
STAIR #2
WOMEN'S
RESTROOM
A-205
CLASSROOM
A-215
CLASSROOM
A-213
SCIENCE LAB
A-211
SCIENCE PREP-ROOM
A-209
SCIENCE LAB
A-207
MEN'S
RESTROOM
A-203
CLASSROOM
A-242
OFFICEA-234
OFFICEA-230
OFFICEA-226
HALLWAY
A-225
OFFICEA-222
OFFICEA-218
OFFICEA-212
OFFICE
A-216
STORAGE
A-220
OFFICE
A-224
COPY/WORKALCOVE
A-232
STAFF
TOILET
A-228
DATA ROOM
A-240
ELECA-214 CORRIDOR
A-210
MEETING ROOM
A-204
STAFF LOUNCEA-202
JANTOR
A-206
LOBBYA-200
XX
XX
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STUDY AREAA-244
1
POD
POD
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1
1
POD
POD1
1
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POD
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33
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2
2
2
2
2
4
4
4
4
4
2
5
5
5
5
4
Job:
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ISSUES
582 MARKET STREET,SUITE 400
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Sheet
M1.12
SECO
ND F
LOOR
MECH
ANIC
ALDE
MOLIT
ION
PLAN
SCALE: 1/8" = 1'
SECOND FLOOR MECHANICAL DEMOLITION PLAN1
DEMOLISH FAN COIL UNIT, SUPPORTS, AND CONTROLS ABOVE CEILING. DUCTWORK AND CONDENSER WATERPIPING TO REMAIN FOR CONNECTION TO NEW EQUIPMENT EXCEPT AS NOTED OTHERWISE.
RETURN GRILLE TO BE RELOCATED. REFER TO M2.10 FOR NEW LOCATION.
SUPPLY DIFFUSER TO BE RELOCATED. REFER TO M2.10 FOR NEW LOCATION.
REMOVE THERMOSTAT AND WIRING TO ABOVE CEILING, THERMOSTAT TO BE RELOCATED. REFER TO SHEETM2.10.
DEMOLISH HYDRONIC PIPE RISERS TO (D)ROOFTOP UNITS.
SHEET NOTES
1
2
3
4
5
A
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
76
8
6 7
X
XX
X
XX
XX X
XX
X X
X
XX
X
X
X
X
X XX
X
X X
X
XX
X
X
X
X
X XX
X
X X
XX
X
XX
XX
XX
XX
X
XX
XX
XXX
XX
X X
X
X
X
XX
X
XX
XX
XX
X X
XX
XX
XX
XX
XX
XX
XX
XX
XX
X
X
X
CU1-2(E)
CU1-1(E)
CU2-1(E)
EF6(E)
(E)VTR(E)VTR
(E)VTR
(E)VTR
(E)VTR
(E)VTR
(E)VTR
(E)VTR
(E)VTR
SA1(E)
CT1(D)
EF7(E)
EF4(E)
EF3(E)
EF5(E)
SA2
(E)
SA3
(E)
(E)6"ØFLUE
CU1-2(E)
(D)VFD (CT-1)
(D)
(D)2" DRAIN (SPD)(D)3" OVERFLOW (SPD)
(D)2" MAKE-UP (SPD)
(E)3" CWR&S DNTO CLG SPACE
(E)8"Ø DTR
(E)10"Ø DROP
(E)10"Ø DROP
(E)8"Ø DTR
EF2(E)
(E)ROOF MOUNTEDEXHAUST FANS ANDDUCTWORK TO REMAIN
RHP-F5 1
(D) RHP-F6 1
(D) RHP-F7 1
(D) RHP-F8 1
DEMOLISH COOLING TOWER,SUPPORTS CONTROLS ANDPIPING AS SHOWN. PATCH/REPAIR ROOF TO MATCHEXISTING.
(E)3"CWS
(E)5"CWS
(E)3"CWS
Job:
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ISSUES
582 MARKET STREET,SUITE 400
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(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
EDesignCIncorporatedEDesignCIncorporated
16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
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Sheet
M1.13
ROOF
EAS
TME
CHAN
ICAL
DEMO
LITIO
N PL
AN
DEMOLISH ROOF MOUNTED UNIT, CURB AND CONDENSER WATER PIPING RISERS THRU ROOF INSIDE CURB.DUCTWORK AND CONTROLS TO REMAIN FOR CONNECTION TO NEW EQUIPMENT EXCEPT AS NOTED OTHERWISE.
SHEET NOTES
1
SCALE: 1/8" = 1'
ROOF EAST MECHANICAL DEMOLITION PLAN1
7
6
54321.71
M
L
K
J
H
F
E
G
1A2A
3A4A
5A6A 7A
P
NX
X X X
X X X
XXX
X X
X X X
XX X
XXX
X
X
X
X
X X X
X X X
XX
X X
XX X X
XX X
XXX
X
X
X
X
X X X
XX
X X X
XX XX
X XXXXX
EF1(E)
CU1(E)
X
XXXX
XX
X
XXX
X XX
X
X X X X
X
X
X
X
(E)8x8 ROOF VENT
(E)WATER HEATER FLUE
RHP-B1(D)
RHP-F2(D)
RHP-F4(D)
RHP-F3(D)
1
1
1
1RA DUCT TO RISEABOVE SA DUCT
POC
RA DUCT TO RISEABOVE SA DUCT
POC
Job:
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582 MARKET STREET,SUITE 400
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MENT
Of Sheets.
Sheet
M1.14
ROOF
WES
TME
CHAN
ICAL
DEMO
LITIO
N PL
AN
SCALE: 1/8" = 1'
ROOF WEST MECHANICAL DEMOLITION PLAN1
DEMOLISH ROOF MOUNTED UNIT AND CURB. DUCTWORK AND CONDENSER WATER PIPING TO REMAIN FORCONNECTION TO NEW EQUIPMENT EXCEPT AS NOTED OTHERWISE.
SHEET NOTES
1
7
6 8
6 7
A
15
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
8
T
T
T
T
FS
FS
FS
FS
FS
24v
24v
FS
FS FS
FS
24v
FS
24v
24v
24v
FS
FS
FS
FS
24vFS
FSFS
(E)10"Ø EADUCT UP
ACU1-2
WOMEN'S RESTROOMA-105
FINNANCIAL AID OFFICEA-112
(E)3.5sf NFA COMBUSTIONLOUVERS (TYP 2)
(E)6" FLUE UPTHRU ROOF
(E)12" FLUE UPTHRU ROOF
WH1
COMPUTER LAB
A-129
SERVER ROOM
A-127A
TECH OFFICE
A-127
STAIR #2
STUDY AREA
A-130
GROUP STUDY
A-124B
GROUP STUDY
A-124C
LEARNING LAB
A-124
GROUP STUDYA-124A
CLASSROOM
A-123CLASSROOM
A-121
COMPUTER LAB
A-125
MECHANICALA-113
MEDIA STORAGE
A-117
JANITOR
A-119
BULKSTORAGE
A-109
MAIN ELECTRICAL
A-111
ELEVATOR MC. ROOM
A-107
MEN'S RESTROOMA-103
CLASSROOM
A-122
VENDING
A-101
RECEPTIONA-102
HEALTH ROOMA-114
COORDINATORS OFFICE A-104
HALLWAYA-110
HALLWAY
A-120COUNSELLING OFFICEA-108
STAIR #1
(E)BDD
(E)BDD
(E)BDD
(E)BDD
(E)BDD
(E)BDD
(E)BDD
(E)(E)
B1
B2
HHWP1
HHWP2
(E)
FCU1
FCU2
FCU3
FCU4
FCU5
POC
FCU6
FCU7
FCU8 FCU
9
FCU10
1
1
1 1
1
1
1
1
1
1
POC
POC
POC
POC
POC
POC
POC
POC
POC
POC2
POC
2
POC
2
POC
3
3
3
3
3
3
3
3
3
3
(E)RESTROOMEXHAUST
SYSTEM TOREMAIN.
520 CFM 5
165 CFM(TYP 6)
4
300 CFM4
200 CFM4
A 6"-1 WAY100 CFM
(E)10x12L
6"Ø
(E)10"Ø
120 CFM(TYP 3)
4
6"ØPOC
8"Ø
B 6"90 CFM
280 CFM5
190 CFM5
120 CFM(TYP 2)
4
(E)10x12
10x12
POC
POC
(E)10x12L
POC
12x12L
POC
12x12L
(E)12"Ø
12"Ø
12"Ø
320 CFM5
100 CFM(TYP 2)
5
(E)14x14 14x14L
14x14
(E)16x12L
14"Ø
16x12L(E)BLANKED-OFF LOUVERTO REMAIN (TYP).
155 CFM(TYP 9)
4
100 CFM(TYP 2)
4
100 CFM 5
6"Ø
14"Ø
830 CFM 5
16x16
16x16L
14x18L
(E)24x14L
600 CFM 4
200 CFM 4
200 CFM4
110 CFM 5
(E)10x12L
12"Ø12x12
10x12
(E)12"Ø
12"Ø16x14
14x14L
115 CFM 5
240 CFM(TYP 5)
4
770 CFM 5(E)22x14
14x14
14"Ø
(E)14"Ø
(E)14x12L
300 CFM(TYP 2)
4
14x12L
12x12L
570 CFM5
(E)22x14
14x14L
(E)18x14
12x12POC
16x14L
(E)22x146
6
320 CFM(TYP 5)
4
200 CFM(TYP 6)
4
2650 CFM 5
(E)16x12
16x12L
12"Ø
(E)14x14
POC
590 CFM 5
175 CFM(TYP 6)
4
(E)16x12
16x12L
(E)14x14
16x14L
150 CFM 4
615 CFM(TYP 2)
4
130 CFM4
6"Ø
6"Ø
8"Ø
(E)18x14
(E)22x12
22x12L
POC
POC
T
S
S
S
S
S
S
T
T
T
7
9
9
10
8
9
8
9
10
7
T8
T 8
T 8
POC
1150 CFM 5
Job:
Drawn:
Scale:
Date:
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582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
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16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
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NITY
COL
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TVA
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NTER
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ANIC
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LACE
MENT
Of Sheets.
Sheet
M2.10
FIRS
T FL
OOR
EAST
MECH
ANIC
ALDU
CTW
ORK
PLAN
SCALE: 1/8" = 1'
FIRST FLOOR EAST MECHANICAL DUCTWORK PLAN1
PROVIDE FAN COIL UNIT AND CONNECT THE EXISTING DUCTWORK AS SHOWN. PROVIDE MINIMUM 1" DUCTLINING. DUCT SIZES ARE INSIDE CLEAR DIMENSIONS.
RELOCATE (E) RETURN GRILLE TO LOCATION SHOWN.
REFRIGERANT PIPE RISER UP TO FLOOR ABOVE. REFER TO SHEET M2.12 FOR CONTINUATION.
BALANCE (E) SUPPLY DIFFUSER TO VOLUME SHOWN.
BALANCE (E) RETURN GRILLE TO VOLUME SHOWN.
RELOCATE (E) SUPPLY GRILLE TO LOCATION SHOWN.
PROVIDE (N) THERMOSTAT WHERE SHOWN. PROVIDE WIRING BACK TO (E) TEMPERATURE CONTROL PANEL.
RELOCATE (E) THERMOSTAT TO WHERE SHOWN. ADJUST WIRING ABOVE CEILING AS REQUIRED. REFER TO SHEETM1.10.
PROVIDE (N) TEMPERATURE SENSOR IN PLACE OF DEMOLISHED THERMOSTAT. USE (E) WIRING.
PROVIDE (N) TEMPERATURE SENSOR WHERE SHOWN. PROVIDE WIRING BACK TO (E) TEMPERATURE CONTROLPANEL.
SHEET NOTES
1
2
3
4
5
A. BRANCH DUCTS PROVIDING AIR TO ONLY HALLWAY/CORRIDOR SUPPLY DIFFUSERS OR RETURN GRILLES DONOT NEED TO BE PROVIDED WITH ACOUSTICAL LINER.
GENERAL NOTES
6
7
8
9
10
7654
3
2
1.7
1
M
L
K
J
H
F
E
G
1A
2A
3A
4A
5A
6A7A
P
N
T
T
T
T
T
ACU1-1 (E)
LANDSCAPE MAINTENANCEB-105
ARTSTORAGEB-103A
YOUTH THEATERSTORAGE
B-101AGYMNASIUMB-101
GALLERYB-100
HALL
WAY
B-11
0
ELEC.B-108
DATAB-102
MEN'SRESTROOM
B-112
WOMEN'SRESTROOMB-114
LECTURE HALLB-106
LECTURE PREPB-106A
FURNITURE STORAGEB-104
ART/ECEB-103
300 CFM(TYP 8)
1
1820 CFM 2
75 CFM 2
90 CFM 1
55 CFM 2
80 CFM 1
430 CFM 1
(E)RESTROOMEXHAUST
SYSTEM TOREMAIN.
340 CFM(TYP 10)
1
1180 CFM(TYP 2)
2
340 CFM(TYP 10)
1
1180 CFM(TYP 2)
2135 CFM(TYP 8)
1
310 CFM(TYP 2)
2
70 CFM 1
50 CFM130 CFM2
S 3
S4S4
S 4
S 4
(E)SPLIT SYSTEM DUCTLESSAIR CONDITIONING UNIT
TO REMAIN.
Job:
Drawn:
Scale:
Date:
ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
EDesignCIncorporatedEDesignCIncorporated
16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
SOLA
NO C
OMMU
NITY
COL
LEGE
DIS
TRIC
TVA
LLEJ
O CE
NTER
MECH
ANIC
AL E
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MENT
REP
LACE
MENT
Of Sheets.
Sheet
M2.11
FIRS
T FL
OOR
WES
TME
CHAN
ICAL
DUCT
WOR
K PL
AN
SCALE: 1/8" = 1'
FIRST FLOOR WEST MECHANICAL DUCTWORK PLAN1
BALANCE (E) SUPPLY DIFFUSER TO VOLUME SHOWN.
BALANCE (E) RETURN GRILLE TO VOLUME SHOWN.
PROVIDE (N) TEMPERATURE SENSOR IN PLACE OF DEMOLISHED THERMOSTAT. USE (E) WIRING.
PROVIDE (N) TEMPERATURE SENSOR WHERE SHOWN. PROVIDE WIRING BACK TO (E) TEMPERATURE CONTROLPANEL.
SHEET NOTES
1
2
3
4
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
8
76
8
6 7
12.8
CLASSROOM
A-217
STAIR #2
WOMEN'S
RESTROOM
A-205
CLASSROOM
A-215
CLASSROOM
A-213
SCIENCE LAB
A-211
SCIENCE PREP-ROOM
A-209
SCIENCE LAB
A-207
MEN'S
RESTROOM
A-203
CLASSROOM
A-242
OFFICEA-234
OFFICEA-230
OFFICEA-226
HALLWAY
A-225
OFFICEA-222
OFFICEA-218
OFFICEA-212
OFFICE
A-216
STORAGE
A-220
OFFICE
A-224
COPY/WORKALCOVE
A-232
STAFF
TOILET
A-228
DATA ROOM
A-240
ELECA-214 CORRIDOR
A-210
MEETING ROOM
A-204
STAFF LOUNCEA-202
JANTOR
A-206
LOBBYA-200
T
TFS
FS
FS
FST
FSFS
FS
T
FS
FS
FS
FS
FS
FS
FS
FS
24v
FS
FS
24v
24v
T
T
T
24v
FS
ACU2-1(E)
STUDY AREAA-244
FCU14
FCU11
FCU12
FCU13
POCPOC
POC
POC
POC
POC
POC
1
1
1
1
POC
2
POC
POC
POC
POC
3
4
3
3
3
3
3
33
3
3
4
4
4
(E)RESTROOM EXHAUSTSYSTEM TO REMAIN.
(E)HOOD EXHAUSTSYSTEM TO REMAIN(TYP).
300 CFM(TYP 2)
5
520 CFM6
(E)14x12
POCPOC
(E)14x12L
14x12L
(E)14x12
12x12L
7
7
7
7
7
77
7
7
7
(E)14x12
(E)14x12LPOC
POC
14x12L
LINEDTRANSITION
(E)12"Ø
300 CFM(TYP 4)
5
1030 CFM6
200 CFM(TYP 3)
5
185 CFM(TYP 3)
6
14x10L
14x12L
(E)14x12
POC
200 CFM(TYP 3)
5185 CFM
(TYP 3)6
(E)RESTROOMEXHAUSTSYSTEM TOREMAIN.
170 CFM(TYP 6)
5
350 CFM(TYP 2)
6
180 CFM5
(E)16x12
14x14L
(E)18x14L
(E)14x14
900 CFM6500 CFM(TYP 2)
5
POC
(E)12"Ø
115 CFM5
115 CFM5
A 8"Ø - 2-WAY200 CFM
8"Ø
50 CFM5
110 CFM(TYP 3)
6
180 CFM 6
8"Ø
(E)18x14
(E)18x14
(E)18"Ø
710 CFM 6
200 CFM(TYP 6)
5
200 CFM(TYP 6)
5
14x14L18x14L
365 CFM(TYP 2)
6
POC
POC(E)18x14L(E)18x14
18x14L
14"Ø
200 CFM(TYP 6)
5
2740 CFM 6
2100 CFM
68"Ø
400 CFM(TYP 4)
5
POC
POC
500 CFM(TYP 4)
5
POC
8
8
8
8
POC
400 CFM(TYP 4)
5
POC
8
2200 CFM
6
2100 CFM
6
8"Ø
10"Ø
680 CFM(TYP 3)
5
1040 CFM(TYP 3)
6
S
S
S
S
SS
S
T
T
T
T
T
10
1010
10
10
10
9
9
9
9
9
2
T
9
Job:
Drawn:
Scale:
Date:
ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
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16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
SOLA
NO C
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DIS
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MENT
Of Sheets.
Sheet
M2.12
SECO
ND F
LOOR
MECH
ANIC
ALDU
CTW
ORK
PLAN
SCALE: 1/8" = 1'
SECOND FLOOR MECHANICAL DUCTWORK PLAN1
PROVIDE FAN COIL UNIT AND CONNECT TO DUCTWORK AS SHOWN. CONNECT THE EXISTING DUCTWORK TO THENEW LINED DUCT HORIZONTAL DUCTS. PROVIDE MINIMUM 1" DUCT LINING AS SHOWN. DUCT SIZES ARE INSIDECLEAR DIMENSIONS.
RELOCATE (E) RETURN GRILLE TO LOCATION SHOWN.
REFRIGERANT RISERS FROM THE FLOOR BELOW AND UP TO THE ROOF ABOVE. REFER TO SHEETS M2.11 ANDM2.15 FOR CONTINUATION.
REFRIGERANT RISERS UP TO THE ROOF ABOVE. REFER TO SHEET M2.15 FOR CONTINUATION.
BALANCE (E) SUPPLY DIFFUSER TO VOLUME SHOWN.
BALANCE (E) RETURN GRILLE TO VOLUME SHOWN.
CONNECT THE EXISTING DUCTWORK TO THE NEW LINED DUCT DROPS FROM ROOFTOP UNIT AND/OR NEWHORIZONTAL DUCTS. PROVIDE MINIMUM 1" DUCT LINING AS SHOWN. DUCT SIZES ARE INSIDE CLEARDIMENSIONS. PROVIDE LINED TRANSITIONS AS REQUIRED.
RELOCATE (E) SUPPLY GRILLE. PROVIDE FLEX AND RIGID DUCT TO CONNECT TO (E) DUCT.
RELOCATE (E) THERMOSTAT TO WHERE SHOWN. ADJUST WIRING ABOVE CEILING AS REQUIRED. REFER TO SHEETM1.10.
PROVIDE (N) TEMPERATURE SENSOR WHERE SHOWN. PROVIDE WIRING BACK TO (E) TEMPERATURE CONTROLPANEL.
SHEET NOTES
1
2
3
4
A. BRANCH DUCTS PROVIDING AIR TO ONLY HALLWAY/CORRIDOR SUPPLY DIFFUSERS OR RETURN GRILLES DONOT NEED TO BE PROVIDED WITH ACOUSTICAL LINER.
GENERAL NOTES
5
6
7
8
9
10
A
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
76
8
6 7
CU1-2(E)
CU1-1(E)
CU2-1(E)
EF6(E)
(E)VTR(E)VTR
(E)VTR
(E)VTR
(E)VTR
(E)VTR
(E)VTR
(E)VTR
(E)VTR
SA1(E)
EF7(E)
EF4(E)
EF3(E)
EF5(E)
SA2
(E)
SA3
(E)
(E)6"ØFLUE
CU1-2(E)
(E)8"Ø DTR
(E)10"Ø DROP
(E)10"Ø DROP
(E)8"Ø DTR
EF2(E)
RTU1
RTU2
RTU3
RTU4
RTU5
RTU6
RTU11
RTU12
RTU14
RTU13
CU1
CU2
CU3
CU4
CU5
CU6
CU7
CU8
CU9
CU10
CU14
CU13
CU11
CU12
2
1
1
1
1
1
1
2
2
2
POC
3
3
3
3
3
3
3
33
3
3
3
4
4
4
4
4
44
4
4
44
4
4
4
3/4"HHWS&R 1"HHWS&R
1-1/4"HHWS&R
1-1/2"HHWS&R
3/4"HHWS&R
1-1/2"HHWS&R
2"HHWS&R
2"HHWS&R
1"HHWS&R
1"HHWS&R
1"HHWS&R
3/4"HHWS&R
1"HHWS&R
(E)3"CWS
(E)5"CWS
(E)3"CWS
POC
Job:
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ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
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16SCC01-1/8"=1'-0"12/29/2016
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LLEJ
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MENT
REP
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MENT
Of Sheets.
Sheet
M2.13
ROOF
EAS
TME
CHAN
ICAL
PROP
OSED
PLA
N
SCALE: 1/8" = 1'
ROOF EAST MECHANICAL PROPOSED PLAN1
PROVIDE ROOFTOP UNIT AND CURB. CONNECT TO (E)DUCTWORK, HYDRONIC PIPING AND CONTROLS AS SHOWN.PROVIDE MINIMUM 10 FEET CLEARANCE BETWEEN OSA INLET AND (E)EXHAUST FAN OUTLET OR (E)PLUMBINGVENT. REFER TO M2.12 FOR DUCTWORK CONTINUATION.
PROVIDE ROOFTOP UNIT AND CURB. PROVIDE DUCTWORK AND HYDRONIC PIPING AS SHOWN. PROVIDE WIRINGTO TEMPERATURE CONTROL PANEL. PROVIDE MINIMUM 10 FEET CLEARANCE BETWEEN OSA INLET AND(E)EXHAUST FAN OUTLET OR (E)PLUMBING VENT.REFER TO M2.12 FOR DUCTWORK CONTINUATION.
REFRIGERANT PIPE RISERS FROM FLOOR BELOW. REFER TO SHEET M2.12 FOR CONTINUATION.
PROVIDE (N) CONDENSING UNIT. PROVIDE WIRING TO TEMPERATURE CONTROL PANEL.
SHEET NOTES
1
2
3
4
7
6
54321.71
M
L
K
J
H
F
E
G
1A2A
3A4A
5A6A 7A
P
N
EF1(E)
CU1(E)
(E)8x8 ROOF VENT
(E)WATER HEATER FLUE
RTU7
RTU8 RTU
9RTU10
1
1
11
RA DUCT TO RISEABOVE SA DUCT
POC
RA DUCT TO RISEABOVE SA DUCT
POC
Job:
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ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
EDesignCIncorporatedEDesignCIncorporated
16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
SOLA
NO C
OMMU
NITY
COL
LEGE
DIS
TRIC
TVA
LLEJ
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NTER
MECH
ANIC
AL E
QUIP
MENT
REP
LACE
MENT
Of Sheets.
Sheet
M2.14
ROOF
WES
TME
CHAN
ICAL
PROP
SED
PLAN
SCALE: 1/8" = 1'
ROOF WEST MECHANICAL PROPOSED PLAN1
PROVIDE ROOFTOP UNIT AND CURB. CONNECT TO DUCTWORK AND HYDRONIC PIPING AS SHOWN. REFER TOM2.12 FOR DUCTWORK CONTINUATION. PROVIDE MINIMUM 10 FEET CLEARANCE BETWEEN OSA INLET AND(E)EXHAUST FAN OUTLET OR PLUMBING VENT THRU ROOF.
SHEET NOTES
1
7
6 8
6 7
A
15
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
8
(E)10"Ø EADUCT UP
ACU1-2
WOMEN'S RESTROOMA-105
(E)3"CWR & 4"CWSUP TO 2ND FLR
FINNANCIAL AID OFFICEA-112
(E)3"CWR & 4"CWS
(E)2"CWR/CWS
(E)3.5sf NFA COMBUSTIONLOUVERS (TYP 2)
(E)6" FLUE UPTHRU ROOF
(E)12" FLUE UPTHRU ROOF
WH1
COMPUTER LAB
A-129
SERVER ROOM
A-127A
TECH OFFICE
A-127
STAIR #2
STUDY AREA
A-130
GROUP STUDY
A-124B
GROUP STUDY
A-124C
LEARNING LAB
A-124
GROUP STUDYA-124A
CLASSROOM
A-123CLASSROOM
A-121
COMPUTER LAB
A-125
MECHANICALA-113
MEDIA STORAGE
A-117
JANITOR
A-119
BULKSTORAGE
A-109
MAIN ELECTRICAL
A-111
ELEVATOR MC. ROOM
A-107
MEN'S RESTROOMA-103
CLASSROOM
A-122
VENDING
A-101
RECEPTIONA-102
HEALTH ROOMA-114
COORDINATORS OFFICE A-104
HALLWAYA-110
HALLWAY
A-120COUNSELLING OFFICEA-108
STAIR #1
(E)(E)
B1
B2
HHWP1
HHWP2
(E)
FCU1
FCU2
FCU3
FCU4
FCU5
FCU6
FCU7
FCU8 FCU
9
FCU10
1
1
1 1
1
1
1
1
1
1
POC
POC
POC
POC
POC
POC
POC
(E)1-1/4"CWR/CWS
3/4"HWR/HWS
(E)2"CWR/CWS
(E)2-1/2"CWR/CWS
3/4"HWR/HWS
3/4"HWR/HWS
3/4"HWR/HWS
3/4"HWR/HWS
3/4"HWR/HWS
3/4"HWR/HWS
(E)2-1/2"CWR/CWS
(E)3"CWR/CWS
(E)1"CWR/CWS
(E)3"CWR/CWS
POC
Job:
Drawn:
Scale:
Date:
ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
EDesignCIncorporatedEDesignCIncorporated
16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
SOLA
NO C
OMMU
NITY
COL
LEGE
DIS
TRIC
TVA
LLEJ
O CE
NTER
MECH
ANIC
AL E
QUIP
MENT
REP
LACE
MENT
Of Sheets.
Sheet
M3.10
FIRS
T FL
OOR
EAST
MECH
ANIC
ALHY
DRON
IC P
LAN
SCALE: 1/8" = 1'
FIRST FLOOR EAST MECHANICAL HYDRONIC PLAN1
CONNECT (N) FAN COIL UNIT TO HEATING HOT WATER SUPPLY AND RETURN PIPES AS SHOWN.
SHEET NOTES
1
7654
3
2
1.7
1
M
L
K
J
H
F
E
G
1A
2A
3A
4A
5A
6A7A
P
N
ACU1-1 (E)
LANDSCAPE MAINTENANCEB-105
ARTSTORAGEB-103A
YOUTH THEATERSTORAGE
B-101AGYMNASIUMB-101
GALLERYB-100
HALL
WAY
B-11
0
ELEC.B-108
DATAB-102
MEN'SRESTROOM
B-112
WOMEN'SRESTROOMB-114
LECTURE HALLB-106
LECTURE PREPB-106A
FURNITURE STORAGEB-104
ART/ECEB-103
(E)CONDENSER WATER PIPINGTO REMAIN FOR USE AS HEATINGHOT WATER PIPING FOR (N)ROOFTOP UNITS. (TYP)
(E)SPLIT SYSTEM DUCTLESSAIR CONDITIONING UNIT
TO REMAIN.
Job:
Drawn:
Scale:
Date:
ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
EDesignCIncorporatedEDesignCIncorporated
16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
SOLA
NO C
OMMU
NITY
COL
LEGE
DIS
TRIC
TVA
LLEJ
O CE
NTER
MECH
ANIC
AL E
QUIP
MENT
REP
LACE
MENT
Of Sheets.
Sheet
M3.11
FIRS
T FL
OOR
WES
TME
CHAN
ICAL
DUCT
WOR
K PL
AN
SCALE: 1/8" = 1'
FIRST FLOOR WEST MECHANICAL HYDRONIC PLAN1
A
B
C
D
B.2
14.3
14
13
12
11
10
9
15
14.2
14
13
12
11
10
9
8
76
8
6 7
12.8
CLASSROOM
A-217
STAIR #2
WOMEN'S
RESTROOM
A-205
CLASSROOM
A-215
CLASSROOM
A-213
SCIENCE LAB
A-211
SCIENCE PREP-ROOM
A-209
SCIENCE LAB
A-207
MEN'S
RESTROOM
A-203
CLASSROOM
A-242
OFFICEA-234
OFFICEA-230
OFFICEA-226
HALLWAY
A-225
OFFICEA-222
OFFICEA-218
OFFICEA-212
OFFICE
A-216
STORAGE
A-220
OFFICE
A-224
COPY/WORKALCOVE
A-232
STAFF
TOILET
A-228
DATA ROOM
A-240
ELECA-214 CORRIDOR
A-210
MEETING ROOM
A-204
STAFF LOUNCEA-202
JANTOR
A-206
LOBBYA-200
ACU2-1(E) (E)2" CWR/CWS
STUDY AREAA-244
FCU14
FCU11
FCU12
FCU13
1
1
1
1
POC
POCPOC
POC
3/4" HWR/HWS
3/4" HWR/HWS
3/4" HWR/HWS
3/4" HWR/HWS
(E)3" CWR/CWS
(E)3" CWR/CWS
(E)4" CWR/CWS
(E)2" CWR/CWSCAP (E)PIPES BELOW THE ROOF.PATCH/REPAIR ROOF TO MATCHEXISTING.
CAP (E)PIPES BELOW THE ROOF.PATCH/REPAIR ROOF TO MATCH
EXISTING.
Job:
Drawn:
Scale:
Date:
ISSUES
582 MARKET STREET,SUITE 400
SAN FRANCISCO, CA94104
(415) 963-4303
212 9TH STREET,SUITE 203
OAKLAND, CA 94612
EDesignCIncorporatedEDesignCIncorporated
16SCC01-1/8"=1'-0"12/29/2016
Seal & Signature:
SOLA
NO C
OMMU
NITY
COL
LEGE
DIS
TRIC
TVA
LLEJ
O CE
NTER
MECH
ANIC
AL E
QUIP
MENT
REP
LACE
MENT
Of Sheets.
Sheet
M3.12
SECO
ND F
LOOR
MECH
ANIC
ALHY
DRON
IC P
LAN
SCALE: 1/8" = 1'
SECOND FLOOR MECHANICAL HYDRONIC PLAN1
CONNECT (N) FAN COIL UNIT TO HEATING HOT WATER SUPPLY AND RETURN PIPES AS SHOWN.
SHEET NOTES
1