HomeMy WebLinkAbout1020 S Baldwin Ave - 2025 -COMMERCIAL
,
LOT INFORMATION
OCCUPANCY LOAD CACULATION
,
SECTION OCCUPANCY LOADAREA
3756 sq. ft.GAME AREA
35,585 sq. ft.TOTAL AREA
STORAGE 2628 sq. ft.
ELECTRIC ROOM 214 sq. ft.
863 PERSON
SERVICE AREA 961 sq. ft.
BAR AREA 882 sq. ft.O.L =882/15=59
O.L =961/200=5
COMPUTER GAME AREA 1545 sq. ft.
WAITING AREA 653 sq. ft.O.L =653/15=44
CONCOURSE AREA 468 sq. ft.
10 SEATING = 10
O.L =468/15=31
O.L =2628/300=9
O.L =3756/7=537
RESTROOM 908 sq. ft.
HALL WALL 19163 sq. ft.
DINNING AREA 1086 sq. ft.O.L =1086/15=72
KTV MAIN LEVEL 857 sq. ft.
KITCHEN AREA 1102 sq. ft.
KTV STORAGE 786 sq. ft.
FIX CHAIR WAITING AREA 24 FIXED SEATING = 24284 sq. ft.
O.L =857/15=57
O.L =1102/200=6
O.L =786/300=3
FIX CHAIR BAR AREA 292 sq. ft.6 FIXED SEATING = 6
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S1 GENERAL NOTES SHEET
S2 FOUNDATION PLAN
S3 SECTIONAL VIEW
SD1 STRUCTURAL DETAILS
A-1.5 EQUIPMENT PLAN
A-1.6 EGRESS PLAN
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HATCHED LINES AT 36
INCHES(914mm) ON
CENTER MAX.
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IDENTIFICATION SIGN
70 SQ. INCHES
ACCESSIBILITY SIGN
PER CBC. 11B-502.6
NOTE: VAN PARKING SPACE SHALL BE PERMITED TO
BE 9'-0" WIDE MIN WHERE THE ACCESS AISLE IS 8'-0"
WIDE MIN (CBC11B-502.2 EXCEPTION)
ENLARGE DIAGONAL ACCESSIBLE PARKING STALL
9
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7
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2
3'-0"TRUNCATED DOMES
THE WORDS "NO PARKING" SHALL
BE PAINTED ON THE GROUND WITH
NO LESS THAN 12" HIGH LETTERS,
PAINTED WHITE AND SHALL BE
LOCATED TO BE VISIBLE BY TRAFFIC
ENFORCEMENT OFFICIALS.
BLUE BORDER
9
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36"
INTERNATIONAL SYMBOL OF
ACCESSIBILITY 36 INCHES (914mm)
36 INCHES(914mm)MIN.
DIMENSION TO CENTERLINE
OF STRIPES
IDENTIFICATION SIGN
70 SQ. INCHES
ACCESSIBILITY SIGN
PER CBC. 11B-502.6
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A-1.1
ALL ARE EXISTING WALL, NO CHANGE.
TACTILE EXIT
SIGN
H.C SIGN
2A:10BC fire extinguishers
EXIT SIGN PROVIDE
ILLUMINATED "EXIT" SIGN
BACK-UP POWER 90 MIN.
1
4
LEGEND:
CUSTOMER SIDE
EMP'S SIDE
COUNTER DETAIL
5
18" MIN.
24" MIN.
60
"
M
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12"
48
"
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9'-11"
FRONT APPROACH
.
1/
4
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MA
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A
NOTES:
3.
2.
1. 1/2" MAXIMUM TOTAL HEIGHT WITH 1/4" MAXIMUM VERTICAL CHANGE AT EDGE.
1 : 2 SLOPED BEVEL REQUIRED IF LEVEL CHANGE IS OVER 1/4" VERITCAL LEVEL CHANGE.
1/4" MAXIMUM VERTICAL LEVEL CHANGE.
NOTE: - TRANSITIONS SHALL COMPLY WITH CBC §11B-302, 11B-303, & 11B-404.2.5
2
1
B THRESHOLD
C LEVEL CHANGES
1/2"MAX.
1/4" MAX.
TRANSITION
BETWEEN FLOOR
FINISHES
PILE HEIGHT
1/2" MAX.
COMPRESSED CARPET 1/4" MAX.
BELOW THRESHOLD
THRESHOLD
FIN. FLOOR
LEVEL
THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 MM) HIGH MAXIMUM. RAISED THRESHOLDS AND
CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 302 AND 303.
WATER CLOSETS
(FIXTURES PER
PERSON)
LAVATORIES
(FIXTURES PER
PERSON)
TYPE OF BUILDING
OR OCCUPANCY
MERCANTILE
OCCUPANCY
MALE FEMALE MALE FEMALE
MALE : 432/2=216
FEMALE: 432/2=216
URINAL
(FIXTURES PER
PERSON)
MALE
4: 201-400
PLUMBING FACILITIES PER TABLE 422.1
The total occupant load shall be determined by minimum exiting requirements. The minimum
number of fixtures shall be calculated at fifty (50) percent male and fifty (50) percent female
based on the total occupant load.
A-2
6: 201-300 3 :201-400 3:401-600 4:201-300
3
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5'
NEW WALL
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5'x5' Clear
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5'x5' Clear
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EX EX EXEX
NEW
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2OCCUPANCY LOAD CACULATION
SECTION OCCUPANCY LOADAREA
3756 sq. ft.GAME AREA
35,585 sq. ft.TOTAL AREA
STORAGE 2628 sq. ft.
ELECTRIC ROOM 214 sq. ft.
863 PERSON
SERVICE AREA 961 sq. ft.
BAR AREA 882 sq. ft. O.L =882/15=59
O.L =961/200=5
COMPUTER GAME AREA 1545 sq. ft.
WAITING AREA 653 sq. ft.O.L =653/15=44
CONCOURSE AREA 468 sq. ft.
10 SEATING = 10
O.L =468/15=31
O.L =2628/300=9
O.L =3756/7=537
RESTROOM 908 sq. ft.
HALL WALL 19163 sq. ft.
DINNING AREA 1086 sq. ft. O.L =1086/15=72
EX KTV MAIN LEVEL 857 sq. ft.
EX KITCHEN AREA 1102 sq. ft.
EX KTV STORAGE 786 sq. ft.
FIX CHAIR WAITING AREA 24 FIXED SEATING = 24284 sq. ft.
O.L =857/15=57
O.L =1102/200=6
O.L =786/300=3
FIX CHAIR BAR AREA 292 sq. ft.6 FIXED SEATING = 6
EXISTING AREA
NOT SCOOP OF WORK
–
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×
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EX EX EX EX
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5'
2
1/2
"
CER. TILE AS OCCURS
RUNNER TRACK
3
-
SEE DETAIL
5/8" THK. TYPE-X GWB BOTH
SIDES
(N) STL. STUD,
METAL STUD LEGEND AND
FLOOR PLAN FOR SIZE
NAIL 1 1/2" SELF DRILL SCREW
# 6 @ 8" O.C. ON BOUNDARIES AND 12"
O.C. ON FIELD
4
-SEE DETAIL
3'-
4
"
M
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LINE OF FIN. FLR.
(E) STRUCT.
(E) STRUCT.
OPEN. CLG.
4 7/8"
TOP BRACE ANCHORAGE DETAILS
1/2"
10
"
M
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TY
P
.
(E) METAL DECK STRUCTURE
5/8" THK. GWB BOTH SIDES
3/8" HILTI KB-TZ @ 32" O.C. 6"
MAX. FROM ENDS. 2" EMBED
PER ESR-1917
WALL BASE AS SCHEDULE
PAINTABLE FIRE-STOP
CONTINUOUS SEALANT AS
REQUIRED
(N) 3 5/8" x 20 GA. STL. TRACK
ATTACHED W/ # 10 SCREWS
EA. SIDE AND AT STUDFIN. FLR.
(N) STL. STUD, METAL STUD
LEGEND AND FLOOR PLAN FOR
SIZE
BOTTOM TRACK ANCHORAGE DETAILS 4
1" MIN.
1" MIN. PENETRATION
INTO CONC.
OPTIONAL: WHERE FIELD
CONDITIONS MAY REQUIRE,
ANCHOR TRACK W/ 1/2" DIA.
HILTI KB-TZ EXPANSION
BOLTS AT 8" O.C. W/ 2"
EMBEDMENT CUT 1-1/2" DIA.
HOLE IN RUNNER TRACK TO
MAINTAIN CLR. DIMENSION
AT GAP. TYP.
WHERE GYP. SHTG. DOES NOT OCCUR
PROVIDE 1-1/2" x 20 GA. STL. STRAP
EA. FACE OF STUD @ 24" O.C. MAX.
W/ # 8 TYPE S-12 PAN HEAD SHT. MTL SCREW
ALTERNATE SLIP TRACK SLOTTED TRACK
#8 TYPE S-12 PAN- HEAD SHEET MTL. SCREW
EA. FACE OF STUD TOP RUNNER TRACK
400T200-54 DEEP- LEG
DEFLECTION TRACK
W/ (2) 0.157 HILTI X-U W/ 1"
EMBED @ 2'-0" O.C.
400T200-54 DEEP- LEG
DEFLECTION TRACK W/ (2) #
12 SMS TTCH TO 4"x 20 GA STL.
PLATE @ 24" O.C.
3NON-RATED PARTITION WALL
(E) STRUCT.
LEGEND:1
5LOW PARTITION SECTION
3'-
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"
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5
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5
-
5/8" TYPE"X" GYP. BOARD ON
BOTH SIDE BOARD WITH 8
SCREWS @10" O.C. ALONG
EACH STUD ON BOTH SIDES
(ICC# ESR 1046 )
20GA. 3-5/8"x1-3/8" METAL STUDS
@16"O.C.(TYP) (ICC-ESR3064P)
LARR#25128
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4'-
9
"
NOT IN CONTRACT
BEVELED DUAL ROUND HEAD EMERGENCY LIGHT
(BATTERY OPERATION DURING THE POWER LOSS W/90 MIN.
BATTERY BACK-UP)
10 WNORA LIGHTING
NE-805 (2) 5W, MR16
SUPPLIED
BY
INSTALLED
BY
REMARKSWATT/
FIXTURESYMBOLLIGHT BULB/ TYPE
MODEL NO.
HOUSING/ FIXTURE
MODEL NO.
ITEM
NO.
NORA LIGHTING
NEX-709-LED (GREEN)(2) 5W, MR16
UNIVERSAL MT. EXIT SIGN W/ EMERGENCY ADJ. BEVELED
DUAL ROUND HEAD (ARROW INDICATES DIRECTION OF
EXIT). (BATTERY OPERATION DURING THE POWER LOSS
W/90 MIN. BATTERY BACK-UP)
10 W
G.C.ELECTRICAL
CONTRACTOR
G.C.
ELECTRICAL
CONTRACTOR
LIGHT FIXTURE SCHEDULE
C
D
A ELECTRICAL
CONTRACTOR
4" LED RECESS DOWN LIGHT
G.C.(WITH SHATTERPROOF LENSE COVER OVER FOOD
PREP AREA)(G.C. TO PROVIDE DIMMER)
9 WPROGRESS LIGHTING
P8080-28-30K ONE LIGHT LED RECESS
BRAND: PROGRESS LIGHTING
B ELECTRICAL
CONTRACTOR
OWNER18 W
6"DIA. X 8"H. PENDANT LIGHT
FIXTURE WITH 4 W LED
FILAMENT LIGHT BULB
(1 ) INCANDESCENT
FILAMENT BULB 18 W
T.B.D.
PENDANT LIGHT
FIXTURE
REPLACE LIGHT
G.C.ELECTRICAL
CONTRACTOR
E
LED FLAT PANEL EDGE LIT
MLFP SERIES G2
2 ' X 4' RECESS MOUNTED LED LIGHT FIXTURE
W/SHATTERPROOF LENSE COVER
QTS
12
234
15
10
6
OR NOTE (1)1
1
/
2
"
MAIN 'T'
CROSS RUNNER
2" (MAX.) FROM BRACING
WIRES TO CROSS RUNNERS
OR NOTE (1)
NOTES
(1) 1/4 THE LENGTH
OF THE END RUNNER
WHICHEVER IS LEAST.
(2) NAILS @ ENDS OF
HORIZ. STRUTS ARE
TO BE PLACED W/ NAIL
SPAN OF STRUT.
L
ALL 2'X4' LIGHT FIXTURE & 2'X2' HVAC AIR
REGISTERS SHALL BE SUPPORTED BY 12 GA.
HANGER WIRES WITHIN 3" OF EACH CORNER
12 GA. HANGER WIRE
MIN. 3 TIGHT TURNS
MAIN RUNNER
CROSS RUNNER
ACOUSTICAL PANEL
HEAD TOWARD C OF
12 GA. HANGER WIRE MIN. 3 TIGHT TURNS AT TOP
MAIN OR CROSS RUNNERS
MTL. ATTACHMENT - 1 1/2" MIN. EMBEDMENT.
PERIMETER MEMBER @ STARTER & OPP. WALLS
ACOUSTICAL PANEL
POP RIVET @ ALL MEMBERS
ONE WALL
HORIZ. SPACER BAR W/ HORIZ. 6d
RING SHANK NAIL (SEE NOTE 2)
ALTERNATE LOCATION WITHOUT
NAIL NOTCHING PERMITTED ONLY
@ RUNNER.
(NO RIVET)
ADJACENT WALLS OPPOSITE WALLS
AND BOTTOM OF WIRE.
AND TWO (2) HANGER WIRES (SLACK)
SHALL NOT SUPPORT OTHER ITEMS.
AT DIAGONAL CORNERS. CEILING SYSTEM
1.
WIRES TO PENDANT MOUNTED FIXTURES2.
SHALL BE 9 GUAGE AND FIXTURES
SHALL BE INDEPENDENTLY
SUPPORTED BY BUILDING
STRUCTURE.
NOTES
45° ANGLE MAX., TYPICAL.
1.THE SUSPENDED LAY-IN CEILING SHALL COMPLY
WITH THE 2022 CBC.ICC-ES EVALUATION REPORT # ESR-1308
LEGEND:TYPICAL: 12 GA. VERTICAL HANGER WIRE @ 4'-0" EA.
WAY W/ MIN. 3 TIGHT TURNS IN 1 1/2" BOTH ENDS
OF WIRE OPENING MATERIAL OR CHECK L/R <200
INSTALL COMPRESSION STRUT @ 12'-0" DIRECTION OR
EVERY 144 S.F. OF CEILING AREA PER CBC STDS
25-2 LOCATE @ SPLAY WIRE LOCATION WITHIN 6'-0"
FROM WALLS
12 GA. SPLAY WIRE @12'-0" O.C. EA. WAY W/ MIN. 4
TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE. INSTALL
IN 4 DIRECTIONS @ 90° ANGLE TO EACH, TYPICAL.
MLFP SERIES G2 2X4 40 W
/32
EXISTING ROOF JOIST
2 0 GA. MTL STUD 3-5/8"x1-1/4"IC C-ESR # 3016 @ 24 " O.C
a)GYPSUM BOARD AT WALL WHERE SOFFITS ARE PROPOSED. GYPSUM BOARD
SHALL EXTEND TO THE DOUBLE TOP PLATES. ALTERNATIVELY, FIRE
BLOCKING WHERE SOFFIT CONSTRUCTION INTERSECTS WITH THE WALL.
CBC 718.2.
5/8" DRY WALL FIN.
TYPE "X" GYP. BD.
(4) #8 SHEET METAL SCREWS /EACH
12'-6"A.F.F
EXISTING WALL
(2) #10 SHEET METAL SCREWS /EACH
2 0 GA. MTL STUD 3-5/8"x1-1/4"IC C-ESR # 3016 @ 24 "O.C
10'-0"A.F.F
SERVICE AREA
DRY WALL CEILING-SMOOTH,DURABLE,NON-ABSORBENT,
EASILY CLEANABLE-HIGH-GLOSS ENAMEL PAINT,LIGHT COLOR
DRY WALL CEILING-SMOOTH,DURABLE,NON-ABSORBENT,EASILY CLEANABLE-HIGH-GLOSS ENAMEL PAINT,LIGHT COLOR
BAR AREA
E N S
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NOT IN CONTRACT
1'
-
1
"
5'
EXISTING KITCHEN
KTV
KITCHEN
72" REFRIGERATED COLD TABLE (SELF CONTAINED)
HAND SINK W/SOAP & TOWEL DISP AND SPLASH GUARD
48" REFRIGERATED SANDWICH PREP TABLE (SELF CONTAINED)
STAINLESS STEEL CUSTOM SIZE WORK TABLE WITH BACKSPLASH
38" PREP SINK 18"x18"x18"WITH LEFT DRAINBOARD
EQUIPMENT SCHEDULE
NO.QTY.EQUIPMENT DESCRIPTION NO.QTY.EQUIPMENT DESCRIPTION EX MANUFACTURER MODEL NO.NEW REMAKES
PLUMBING
COLD HOT WASTE
REMAKES
PLUMBING
HZPHVOLTAMPHP COLD HOT WASTE
ELECTRICAL
EX MANUFACTURER MODEL NO.NEW
HZPHVOLTAMPHP
ELECTRICAL
1
1
1
1
2
4
6
34
1/2 1/2 2"ADVANCE TABCO 7-PS-73
6011156.7 2/3AVANTCO178SSCFT72K
6011152.3 1/7ATOSAMSF8302GR
6011152.3 1/7ATOSAMGF8402GR
1/2 1/2 2''ADVANCE TABCO FC-1-1818-18L
601115ARCADE1UP51166309
EAGLE SPEC MASTER
601115MEGA TOY
C01
C02
C03
C04
C05
C06
C07
C08
48" UNDERCOUNTER REFRIGERATOR TABLE (SELF CONTAINED)
MINI CLAW MACHINE
CLAW MACHINE
POWER : 265W
POWER : 265WMC001
1 HAWS MODEL 1011C10WALL MOUNT DRINKING FOUNTAIN 1/2 2''
E N S
LIC
C-40260
REN.01/31/25
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YUBIN XIE
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NOT IN CONTRACT
1'
-
1
"
5'
EXISTING KITCHEN
KTV
KITCHEN
All means of egress doors shall comply with the requirements of Section 1008.1.
a. Means of egress doors shall be readily distinguishable from the adjacent construction
and finishes with no mirrors, curtains, drapes, decorations, or similar materials.
c. Egress doors shall be of the pivoted or side-hinged swinging type.
d. The force for pushing or pulling open interior swinging egress doors, other than fire
doors, shall not exceed 5 pounds. For other swinging doors, as well as sliding and folding
doors, the door latch shall release when subjected to a 15-pound force. The door shall be
set in motion when subjected to a 30-pound force. The door shall swing to a full-open
position when subjected to a 15-pound force.
e. Revolving and sliding doors may be used in other than Group H occupancies as egress
doors only if all of the requirements of Section 1010.1.4.1 and Section 1010.1.4.3,
respectively, are met.
The means of egress shall have a ceiling height of not less than 7-ft. 6-in. Protruding
objects may not reduce the headroom below 80-in. above any walking surface and no
more than 50% of the ceiling area of a means of egress may be reduced.
The path of egress travel along a means of egress shall not be interrupted by any building
element other than a means of egress component as specified in Chapter 10. The
required capacity of a means of egress system shall not be diminished along the path of
egress travel.
NOTE:
OCCUPANT GROUP: A-2
MAX. COMMON PATH OF TRAVEL: 75 FT (WHEN 1 EXIT PROVIDED, AND O.L. IS LESS THAN 50)
MAX. EXIT ACCESS TRAVEL DISTANCE: 250 FT
ADA Exit Route Sign Tactile Text and Grade 2 Braille
ADA Compliant Exit Route Signs with Raised Text and Grade 2 Braille - 5x4
ADA Compliant Exit Route Signs come in matte finished acrylic with eased
corners
ADA Compliant Exit Route Signs 1/8" thick
ADA Compliant Exit Route Signs 1/32" raised text
ADA Compliant Exit Route Signs 1" letter height text
ADA Compliant Exit Route Signs CA Grade 2 domed Braille
Foam mounting tape included
Exit Route Signs also available in Red, Charcoal, Pine Green and Silver.
Click HERE for more details.
These Made-in-America ADA Compliant Braille signs are high-quality and
professionally manufactured. Our ADA Compliant Signs meet ADA sign
regulations and will pass official ADA building inspections.
ADA/Braille Sign Mounting Location and Height - Where permanent
identification signs are provided for rooms and spaces, signs shall be installed
on the wall adjacent to the latch side of the door. Where there is no wall
space on the latch side, including at double leaf doors, signs shall be placed
on the nearest adjacent wall, preferably on the Right. Mounting height- Wall
signs shall be mounted 48 inches minimum above the finish floor or ground
surface, measured from the baseline of the lowest Braille cells* and 60 inches
maximum above the finish floor or ground surface, measured from the
baseline of the highest line of tactile letters Mounting location shall be
determined so that a person may approach within 3 inches of signage without
encountering protruding objects or standing within the Swing of a door.
*California regulation. Federal regulation 48" minimum to baseline of the
lowest tactile characters.
17'-4">48'-2"/3=16'-1' FT REQ IS OK
SPACING FOR THE EXITS FOR A SPRINKLERED BUILDING
IS 1/3 OF THE MAXIMUM OVERALL DIMENSION.
SPACING FOR THE EXITS DIMENSION
ADA/Braille Sign Mounting Location and Height - Where permanent
identification signs are provided for rooms and spaces, signs shall be installed
on the wall adjacent to the latch side of the door. Where there is no wall space
on the latch side, including at double leaf doors, signs shall be placed on the
nearest adjacent wall, preferably on the Right. Mounting height- Wall signs
shall be mounted 48 inches minimum above the finish floor or ground surface,
measured from the baseline of the lowest Braille cells* and 60 inches maximum
above the finish floor or ground surface, measured from the baseline of the
highest line of tactile letters Mounting location shall be determined so that a
person may approach within 3 inches of signage without encountering
protruding objects or standing within the Swing of a door.*California regulation.
Federal regulation 48" minimum to baseline of the lowest tactile characters.
ADA To Exit Signs
ADA Compliant To Exit Signs with Tactile Text and Grade 2 Braille - 5x4
These Made-in-America ADA Braille signs are high-quality and professionally
manufactured. Our signs meet ADA regulations and will pass official ADA
building inspections.
ADA Compliant To Exit Signs are matte finished acrylic with eased corners
ADA Compliant To Exit Signs are 1/8" thick
ADA Compliant To Exit Signs have 1/32" raised text
ADA Compliant To Exit Signs use 1" letter height text
ADA Compliant To Exit Signs have CA Grade 2 domed Braille
Foam mounting tape included
9"
PER CBC 11B-703.4.2
PER CBC SECTION 1013.4:
1. EACH GRADE-LEVEL EXTERIOR EXIT DOOR THAT IS REQUIRED TO
COMPLY WITH SECTION 1013.1, SHALL BE IDENTIFIED BY A TACTILE
EXIT SIGN WITH THE WORD 'EXIT'
2. EACH EXIT DOOR THAT IS REQUIRED TO COMPLY WITH SECTION
1013.1, AND THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT
BY MEANS OF A STAIRWAY OR RAMP SHALL BE INDENTIFIED BY A
TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE:
1/32" RAISED LETTERING
SAN SERIF (UPPERCASE)
PER CBC 11B-703.2
"EXIT STAIR DOWN"
"EXIT RAMP DOWN"
"EXIT STAIR UP"
"EXIT RAMP UP"
3. EACH EXIT DOOR THAT IS
REQUIRED TO COMPLY WITH
SECTION 1013.1, AND THAT
LEADS DIRECTLY TO A
CORRESPONDING
GRADE 2 BRAILLE
PER CBC 11B-703.3
4. EACH EXIT ACCESS DOOR FROM
AN INTERIOR ROOM OR AREA TO
A CORRIDOR OR HALLWAY THAT
IS REQUIRED TO COMPLY WITH
SEC. 1013.1, SHALL BE
IDENTIFIED BY A TACTILE EXIT
SIGN WITH THE WORDS 'EXIT
ROUTE'
GRADE-LEVEL EXTERIOR EXIT BY
MEANS OF AN EXIT ENCLOSURE
OR AN EXIT PASSAGEWAY SHALL
BE IDENTIFIED BY A TACTILE
EXIT SIGN WITH THE WORDS,
"EXIT ROUTE"
60
"
M
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1
48
"
M
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B
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A
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0
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4
.
1
5/
8
"
M
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.
2"
M
A
X
.
BEVELED DUAL ROUND HEAD EMERGENCY
LIGHT (BATTERY OPERATION DURING THE
POWER LOSS W/90 MIN. BATTERY BACK-UP)
10 WNORA LIGHTING
ELM-819 (2) 5W, MR16
A
SUPPLIED
BY
INSTALLED
BY
REMARKSWATT/
FIXTURESYMBOLLIGHT BULB/ TYPE
MODEL NO.
HOUSING/ FIXTURE
MODEL NO.
ITEM
NO.
NORA LIGHTING
NEX-709-LED
(GREEN)
(2) 5W, MR16
UNIVERSAL MT. EXIT SIGN W/ EMERGENCY ADJ.
BEVELED DUAL ROUND HEAD (ARROW INDICATES
DIRECTION OF EXIT). (BATTERY OPERATION DURING
THE POWER LOSS W/90 MIN. BATTERY BACK-UP)
10 W
G.C.ELECTRICAL
CONTRACTOR
G.C.ELECTRICAL
CONTRACTOR
LIGHT FIXTURE SCHEDULE
B
AEGRESS FLOOR PLAN
1/4"=1'-0"
1
2
3
4
5 1
6
10
2
7
8
13
43
9
5
12
14
15
18
16
17
19 23
20
11
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
24
25
’
26
28
21
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23
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29
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5'
72" REFRIGERATED COLD TABLE (SELF CONTAINED)
HAND SINK W/SOAP & TOWEL DISP AND SPLASH GUARD
48" REFRIGERATED SANDWICH PREP TABLE (SELF CONTAINED)
STAINLESS STEEL CUSTOM SIZE WORK TABLE WITH BACKSPLASH
38" PREP SINK 18"x18"x18"WITH LEFT DRAINBOARD
EQUIPMENT SCHEDULE
NO.QTY.EQUIPMENT DESCRIPTION
PLUMBING
COLD HOT WASTE
REMAKESEXMANUFACTURERMODEL NO.NEW
HZPHVOLTAMPHP
ELECTRICAL
1
1
1
1
2
4
6
34
1/2 1/2 2"ADVANCE TABCO 7-PS-73
6011156.7 2/3AVANTCO178SSCFT72K
6011152.3 1/7ATOSAMSF8302GR
6011152.3 1/7ATOSAMGF8402GR
1/2 1/2 2''ADVANCE TABCO FC-1-1818-18L
601115ARCADE1UP51166309
EAGLE SPEC MASTER
601115MEGA TOY
C01
C02
C03
C04
C05
C06
C07
C08
48" UNDERCOUNTER REFRIGERATOR TABLE (SELF CONTAINED)
MINI CLAW MACHINE
CLAW MACHINE
POWER : 265W
POWER : 265WMC001
1 HAWS MODEL 1011C10WALL MOUNT DRINKING FOUNTAIN 1/2 2''
1 HAWS 600B31014213C113 Bowl Underbar Sink with Two Drainboards - 60" x 18 3/4"1/2 2''
/4
/4
E N S
LIC
C-40260
REN.01/31/26
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FLUSH
ACTIVATOR
ON WIDE SIDE
604.8.2 Ambulatory Accessible Compartments
Ambulatory accessible compartments shall comply with 604.8.2.
Figure 604.8.2
Ambulatory Accessible
Toilet Compartment
60
m
i
n
(1
5
2
4
)
35-37
(889-940)
44
m
i
n
(1
1
1
8
)
11B-604.2 Location.
The water closet shall be positioned with a
wall or partition to the rear and to one side.
The center-line of the water closet shall be 17
inches (432 mm) minimum to 18 inches (457
mm) maximum from the side wall or partition,
except that the water closet shall be 17
inches (432 mm) minimum and 19 inches
(483 mm) maximum from the side wall or
partition in the ambulatory accessible toilet
compartment specified in Section
11B-604.8.2. Water closets shall be arranged
for a left-hand or right-hand approach.
”
”
”
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S.C.
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7
REACH RANGES
ACCESSIBILITY NOTES AND DETAILS
5
DRAWN BY JIMM
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8
DESIGN FOR RESTAUR
A
N
T
P
L
U
S
,
I
N
C
.
ACCESSORIES IN SANITARY FACILITIES
2
DOORS
ENTRANCES AND EXITS
3
ACCESSORIES IN SANITARY FACILITIES
SIGNAGE
CORRIDORS AND AISLES
MULTIPLE ACCOMMODATION SANITARY FACILITIES
1
LAVATORIES
ACCESSORIES IN SANITARY FACILITIES
11
8
WOMEN
AREA: 163 S.F.
Ø
4
'
-
1
0
"
Ø
4
'
-
1
0
"
16'-10"
9'
-
1
"
9'
-
5
"
19
'
-
6
"
Ø
4
'
-
1
0
"
9"
16'-10"
Ø
4
'
-
1
0
"
4
4'
-
2
"
44
"
m
i
n
NOTE:
IF ALCOVE DEPTH (X) IS GREATER THAN 24", THEN (Y) MUST BE 54" MIN ON AN ACCESSIBLE
FOUNTAIN WITH A ROUND OR OVAL BOWL, THE SPOUT MUST BE POSITIONED SO THE FLOW
OF WATER IS WITHIN 3" OF THE FRONT EDGE OF THE FOUNTAIN
STANDARD HEIGHT
FOUNTAIN
ACCESSIBLE
FOUNTAIN
27
"
M
I
N
(X)
(Y)
48" M
I
N
18"
M
I
N
℄
(a)
PLAN
(b)
SIDE ELEVATION
(X)
18"MIN
15" MIN.
5" MAX.
ACCESSIBLE
FOUNTAIN
18"MIN
℄
48" MIN
6" MAX
STANDARD HEIGHT
FOUNTAIN
18
"
M
I
N
18
"
M
I
N
(Y
)
48
"
M
I
N
27
"
M
I
N
36
"
M
A
X
38
$
4
3
"
A
F
F
.
STANDARD
HEIGHT
FOUNTAIN
ACCESSIBLE
FOUNTAIN
FACE OF
ALCOVE
WALL
CLEAR
FLOOR
SPACE
DRINKING FOUNTAIN REQUIREMENTS (HI$LO)9
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A-5.1
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38 1/2"
35 1/8"
43"
33 5/8"
Unit
Up/Down
Control
41 5/8"
Non Slip Surface
Plan View
Grab
Rail
Frame Mount
Call-Send
11 3/4"
Tower Depth 2 1/2"
42 3/8"
36" Clear
77"
Tower
Height
15" to 48"
Typ.
Call-Send
Control
42" High
Guard Panels
35 1/2"
Lift
Height
3"38 3/8"
52 13/16" Ref.
Side View
Fixed
Ramp -24"
80 1/2" Ref.
Front View
56"3/8" Min.
3/4" Max.
Phone: (800) 833-0478 FAX: (866) 234-5380
General Specifications
Unit:
Platform Size:
Finish:
Capacity:
Platform Controls:
Power Source:
Motor:
Drive System:
Speed:
Lift Height:
Safety Devices:
Highlander II VPL400 LH - indoor
36" Clear Width x 54" Deep
Durable Powder Coating
750 lbs.
Constant Pressure Paddle Switch w/E-Stop
110-120 VAC, 60hz, 20 Amp Dedicated Circuit
2/3 HP, 26:1 Gear Motor W/Brake, 90 VDC
Acme Screw
7-10 fpm
35 1/2" from floor
Limit Switches at each Stop
Final Limit Switch at Top
Non-Skid Platform Surface
Obstruction Sensing Safety Pan
Backup Acme Nut
Over-speed Governor
Notes:
1. Structural support by others. Pad construction requirements may vary
from state to state. Dimensions given are Harmar's recommended
clearances, reflecting running and access clearances. Consult local
authority to assure compliance with state and local codes.
2. Hoistway walls to be continuous, solid, smooth, plumb and square. Hoistway by others.
3. Any alterations to equipment without written authorization by Harmar
will void all warranties.
Optional Equipment:Fixed Access Ramp
Platform Gate w/EMI Interlock
Top Landing Gate w/EMI Interlock & Frame Mount Call-Send Control
Wall Mount Call-Send Control (Qty 1)
Pit Switch
Equipment Included:
Safety Design Standards:
E-Stop Alarm & Lighted Button
Handrail
ASME A18.1, Section 2 – Vertical Platform Lifts
CSA B44.1 / ASME 17.5 – Elevator and Escalator Electrical Equipment
ICC A117.1 Accessible and Usable Buildings and Facilities (section 410)
ETL Listed - File Number 3148125
Ø.625 X 4
Anchor Points
Marked (+)
1"
9 1/4"
37 1/8"1/2"
31 1/4"
3 9/16"
30"
Notes:
1. (4) Kwik Bolt 3HDG 3/8"x 4" Sleeve Anchors supplied
2. Anchoring must be in compliance with ASME A18.1 Section
2.1.8 ( Structural Support)
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Ra
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s
1'-0"
GALV. BOLTS TYP.
"WHITE" SYMBOLS, TEXT,
AND
BORDER TYP.
WHITE PAINTED BORDER
1/2"
68°
3"BACKGROUND PAINTED
"TRAFFIC BLUE" (2) COATS,
TYP.
3"
PARKING
ONLY
MINIMUM
FINE $250
REFLECTORIZED SIGN, 70 SQ. IN. MIN.
"BLUE" BACKGROUND COLOR #15090,
FEDERAL STANDARD 5952.
4" DIA. STL. PIPE, FILL WITH
CONC., PAINT "BLUE" TYP.
2" SQ. GALV. STEEL POST
EMBED IN CONC.
TRUNCATED DOMES
12" DIA.
DISABLED VAN PARKING SIGN
2' - 0"
GALV. BOLTS TYP.
UNAUTHORIZED VEHICLES PARKED IN
DESIGNATED ACCESSIBLE SPACES NOT
DISPLAYING DISTINGUISHING PLACARDS
OR SPECIAL LICENSE PLATES ISSUED FOR
PERSONS WITH DISABLITIES WILL BE
TOWED AWAY AT THE OWNER'S EXPENSE.
TOWED VEHICLES MAY BE RECLAIMED AT
PORTERVILLE POLICE DEPARMENT
350 NORTH D STREET
OR BY TELEPHONING
559-782-7400
DIAMETER
8"
ACCESS SIGN AT ENTRANCE 9
2" SQ. GALV. STEEL POST, THRU-BOLT
TO SLEEVE TYP.
PLANTER AREA TYP.
2-1/2" SQ. GALV. STEEL
SLEEVE,
SET IN CONC.
NOTE:INSTALL SIGN AT EACH
ENTRANCE TO OFF STREET PARKING.
SEE SITE PLAN.
REFLECTORIZED SIGN, 17" x 22" MIN.
"BLACK" BORDER.
LETTERING ON SIGN MUST BE A
MINIMUM OF 1" HIGH CONTRASTING
LETTERS
"WHITE" BACKGROUND,
PORCELAIN ON STEEL TYP.
10
EMBED STL. PIPE IN CONC. FOOTING
#3 REBAR LOOP TYP.
19DISABLED SYMBOL 15
3"3'-0"3"
NOTES:
1. SYMBOL TO BE PAINTED FED. HIGHWAY WHITE (REFER DOT) 2 COATS.
2. BACKGROUND PAINTED FED. HIGHWAY BLUE (REFER DOT).
12" DIA.
DISABLED PARKING SIGN
1'-0"
GALV. BOLTS TYP.
"WHITE" SYMBOLS, TEXT,
AND
BORDER TYP.
PARKING
ONLY
MINIMUM
FI
N
E
$
2
5
0
VAN
ACCESSIBLE
4" DIA. STL. PIPE, FILL
WITH CONC., PAINT "BLUE"
TYP.
3"
2" SQ. GALV. STEEL POST
EMBED IN CONC.
PATCH/REPAIR PLANTING OR
A.C. PAVING, AS REQUIRED
"BLUE" BACKGROUND COLOR #15090,
FEDERAL STANDARD 5952.
REFLECTORIZED SIGN, 70 SQ. IN. MIN.
11
EMBED STL. PIPE IN CONC. FOOTING
#3 REBAR LOOP TYP.
3"PATCH/REPAIR PLANTING OR
A.C. PAVING, AS REQUIRED
3"
3'
-
0
"
5"
3"
3"
3"
3'
-
0
"
N
.
T
.
S
.
80
"
M
I
N
.
1'
-
6
"
3"
PE
R
L
O
C
A
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C
O
D
E
S
80
"
M
I
N
.
O
R
2'
-
0
"
3"
3"
4'
-
0
"
N
.
T
.
S
.
SI
G
N
H
E
I
G
H
T
3"
3"
4'
-
0
"
N
.
T
.
S
.
6"
2'
-
0
"
3'
-
0
"
N
.
T
.
S
.
80
"
M
I
N
.
SI
G
N
H
E
I
G
H
T
2'
-
0
"
5" DIA.
R8"
9
3
°
1
0
"
1"
5"
2.3-2.4
58-61
LC LC
LC
(b)
plan
0.65 min
16.5
2.3-2.4
58-61LC
(a)
elevation
(enlarged)
0.2
5.1mm
top diameter of
base diameter of
0.9-1.4 (22.9-23.4mm)
0.45-0.47
11.4mm-11.9 mm
N.T.S.N.T.S.
N.T.S.
N.T.S.
N.T.S.
1N.T.S.
11B-502.6 IDENTIFICATION. PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY
COMPLYING WITH SECTION 11B-703.7.2.1 IN WHITE ON A BLUE BACKGROUND. SIGNS IDENTIFYING VAN PARKING SPACES SHALL
CONTAIN ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN WITH THE DESIGNATION “VAN ACCESSIBLE”. SIGNS SHALL BE 60
INCHES (1524 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN.
EXCEPTION: SIGNS LOCATED WITHIN A CIRCULATION PATH SHALL BE A MINIMUM OF 80 INCHES (2032 MM) ABOVE THE FINISH FLOOR
OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN.
11B-502.6.1 FINISH AND SIZE. PARKING IDENTIFICATION SIGNS SHALL BE REFLECTORIZED WITH A MINIMUM AREA OF 70 SQUARE
INCHES (45,161 MM2). 11B-502.6.2 MINIMUM FINE. ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY SHALL STATE “MINIMUM FINE $250”.
11B-502.1 GENERAL. CAR AND VAN PARKING SPACES SHALL COMPLY WITH SECTION 11B-502. WHERE PARKING SPACES ARE
MARKED WITH LINES, WIDTH MEASUREMENTS OF PARKING SPACES AND ACCESS AISLES SHALL BE MADE FROM THE
CENTERLINE OF THE MARKINGS.
11B-502.2 VEHICLE SPACES. CAR AND VAN PARKING SPACES SHALL BE 216 INCHES (5486 MM) LONG MINIMUM. CAR PARKING
SPACES SHALL BE 108 INCHES (2743 MM) WIDE MINIMUM AND VAN PARKING SPACES SHALL BE 144 INCHES (3658 MM) WIDE
MINIMUM, SHALL BE MARKED TO DEFINE THE WIDTH, AND SHALL HAVE AN ADJACENT ACCESS AISLE COMPLYING WITH
SECTION 11B-502.3. EXCEPTION: VAN PARKING SPACES SHALL BE PERMITTED TO BE 108 INCHES (2743 MM) WIDE MINIMUM
WHERE THE ACCESS AISLE IS 96 INCHES (2438 MM) WIDE MINIMUM.
11B-502.3.3 MARKING. ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE AROUND THEIR PERIMETER. THE
AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A MAXIMUM OF 36 INCHES (914 MM) ON
CENTER IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO
PARKING" SHALL BE PAINTED ON THE SURFACE WITHIN EACH ACCESS AISLE IN WHITE LETTERS A MINIMUM OF 12 INCHES
(305 MM) IN HEIGHT AND LOCATED TO BE VISIBLE FROM THE ADJACENT VEHICULAR WAY. ACCESS AISLE MARKINGS MAY
EXTEND BEYOND THE MINIMUM REQUIRED LENGTH
11B-502.4 FLOOR OR GROUND SURFACES. PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL COMPLY WITH SECTION
11B302. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT
PERMITTED. EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 11B-502.5 VERTICAL CLEARANCE. PARKING
SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98 INCHES (2489
MM) MINIMUM
11B-502.8.1 SIZE. THE ADDITIONAL SIGN SHALL NOT BE LESS THAN 17 INCHES (432 MM) WIDE BY 22 INCHES (559 MM) HIGH.
11B-502.8.2 LETTERING. THE ADDITIONAL SIGN SHALL CLEARLY STATE IN LETTERS WITH A MINIMUM HEIGHT OF 1 INCH (25
MM) THE FOLLOWING: “UNAUTHORIZED” VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING
DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT
THE OWNER’S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: _________________________ OR BY TELEPHONING
_______________________." BLANK SPACES SHALL BE FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF
THE SIGN
ENLARGED DISABLED PARKING
Operable Parts Operation
The operable parts of the units can be
operated with one hand without the
need for pinching, twisting of the wrist
or grasping. The design of the units
allow for them to operate with less than
5lbs of force.
ADAS/ICC 2009/2017 309.4
Work Surface Height
The height of the work surface will be
no greater than 34" (863mm) when
installed per the instructions.
ADAS/902.3, ICC 2009/2017 902.4
34" (863mm)
maximum
48" (1219mm)
maximum
48" (1219mm)
maximum
27" (685mm)
minimum
Knee Clearance
Less Than
4"(101mm)
30" (762mm) minimum
Knee Clearance Width
48" (1219mm)
maximum
17" (431mm)
minimum
Forward Reach
When the units are closed the perimeter
of the units below 48" (1219mm) can be
used as a handle to open the units. The
internal liner dispenser will be below 44"
(1117mm) from the floor.
ADAS/ICC 2009/2017 308.2.1
Protruding Objects
When the units are closed they do not
protrude more than 4" (101mm) from the
finished surface of the wall.
ADAS/ICC 2009/2017 307.2
Knee and Toe Clearance
The space below the units provides over
30" (762mm) of width for wheelchair
access. The under side of the open unit
is over 27" (685mm) above the finished
floor surface. Additionally, the open
units provide over 17" (431mm) of depth
for toe clearance for wheelchair users.
ADAS/ICC 2009/2017 306
20N.T.S.CHANGING TABLES DETAILS
9
'
-
0
"
M
I
N
.
8
'
-
0
"
M
I
N
.
A
T
V
A
N
9
'
-
0
"
M
I
N
.
18'-0"
M
I
N
.
FULL
R
E
O
U
I
R
E
L
E
N
G
T
H
O
F
P
A
R
K
I
N
G
S
P
A
C
E
4" BLU
E
L
I
N
E
18'-0"
M
I
N
.
FULL
R
E
O
U
I
R
E
L
E
N
G
T
H
O
F
P
A
R
K
I
N
G
S
P
A
C
E
4" BLU
E
L
I
N
E
2'-0"
2'-0"
18'-0"
M
I
N
.
FULL
R
E
O
U
I
R
E
L
E
N
G
T
H
O
F
P
A
R
K
I
N
G
S
P
A
C
E
4" BLU
E
L
I
N
E
2'-0"
4" BLU
E
L
I
N
E
FULL
R
E
O
U
I
R
E
L
E
N
G
T
H
O
F
P
A
R
K
I
N
G
S
P
A
C
E
18'-0"
M
I
N
.
2'-0"
4" BLU
E
L
I
N
E
FULL
R
E
O
U
I
R
E
L
E
N
G
T
H
O
F
P
A
R
K
I
N
G
S
P
A
C
E
18'-0"
M
I
N
.
4" BLU
E
L
I
N
E
FULL
R
E
O
U
I
R
E
L
E
N
G
T
H
O
F
P
A
R
K
I
N
G
S
P
A
C
E
18'-0"
M
I
N
.
4" BLU
E
L
I
N
E
FULL
R
E
O
U
I
R
E
L
E
N
G
T
H
O
F
P
A
R
K
I
N
G
S
P
A
C
E
18'-0"
M
I
N
.
BLUE BORDER
C
A
R
C
A
R
2
%M
A
X
2
%M
A
X
2
%M
A
X
2
%M
A
X
V
A
N
V
A
N
BLUE BORDER
HATCHED LINES AT 36
INCHES(914mm) ON
CENTER MAX.
N
O
P
A
R
K
I
N
G
N
O
P
A
R
K
I
N
G
2
%M
A
X
2
%M
A
X
4" BLU
E
L
I
N
E
FULL
R
E
O
U
I
R
E
L
E
N
G
T
H
O
F
P
A
R
K
I
N
G
S
P
A
C
E
18'-0"
M
I
N
.
IDENTIFICATION SIGN
70 SQ. INCHES
ACCESSIBILITY SIGN
PER CBC. 11B-502.6
NOTE: VAN PARKING SPACE SHALL BE PERMITED TO
BE 9'-0" WIDE MIN WHERE THE ACCESS AISLE IS 8'-0"
WIDE MIN (CBC11B-502.2 EXCEPTION)
FIGURE: DIAGONAL ACCESSIBLE PARKING STALL
9
'
-
0
"
M
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4
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-
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5%
MAX
2
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1
B
-
5
0
2
.
7
.
2
3'-0"TRUNCATED DOMES
THE WORDS "NO PARKING" SHALL
BE PAINTED ON THE GROUND WITH
NO LESS THAN 12" HIGH LETTERS,
PAINTED WHITE AND SHALL BE
LOCATED TO BE VISIBLE BY TRAFFIC
ENFORCEMENT OFFICIALS.
BLUE BORDER
9
'
-
0
"
M
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3
6
"
36"
INTERNATIONAL SYMBOL OF
ACCESSIBILITY 36 INCHES (914mm)
36 INCHES(914mm)MIN.
DIMENSION TO CENTERLINE
OF STRIPES
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13
½ max
FIGURE 302.2 CARPET PILE HEIGHT
17-25
9
6 max
30
m
i
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(a) elevation (b) plan
11 min
27
m
i
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8 min
9 min 30
m
i
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25 max 11 min
29
m
i
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8 min
9 min
(a) elevation (b) plan (c) elevation @ lavatory
FIGURE 505.5 HANDRAIL CLEARANCE
38
1½ min
HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE
38
1½
m
i
n
HANDRAIL NON-CIRCULAR CROSS SECTION
100-160
4-6¼ perimeter
(a)(b)
2¼ max
572¼
m
a
x
57
NOTE:1
WHEN DOOR SWINGS
ONTO LANDING 42" MIN.
PLUS DOOR WIDTH
AS RE
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D
72" MIN
.
SEE N
O
T
E
2
SEE N
O
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E
2
60" MIN.
SEE NOT
E
1
60" MIN.
WHEN N
O
D
O
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S
W
I
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S
ONTO LA
N
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60" MI
N
.
TOP PLATFORM
INTERMEDIATE LEVEL PLATFORM
BOTTOM LEVEL PLATFORM
NOTE:2
MAXIMUM HORIZONTAL
DISTANCE OF EACH
RAMP AND RUN VARY
(A) STRAIGHT RAMP RUN
5'
-
2
"
*60" MI
N
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SEE NO
T
E
72" MIN.
AS RE
Q
U
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D
AS RE
Q
U
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D
72" MIN.
* WHEN DOOR SWINGS
ONTO LANDING -
42" MIN. PLUS DOOR
WIDTH
NOTE: MAXIMUM HORIZONTAL DISTANCES
OF EACH RAMP AND RUN VARY.
(A)RAMP WITH INTERMEDIATE SWITCH BACK PLATFORM
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PLEASE SEE STRUCTURAL PLAN
11B-902.2 CLEAR FLOOR OR GROUND SPACE
A CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305 POSITIONED
FOR A FORWARD APPROACH SHALL BE PROVIDED. KNEE AND TOE
CLEARANCE COMPLYING WITH SECTION 11B-306 SHALL BE PROVIDED.
11B-902.3 HEIGHT
THE TOPS OF DINING SURFACES AND WORK SURFACES SHALL BE 28
INCHES (711 MM) MINIMUM AND 34 INCHES (864 MM) MAXIMUM ABOVE THE
FINISH FLOOR OR GROUND.
19" MIN
1/2" =1'-0"6COUNTER AND TABLE
CLEARANCES
NOTE: Interior finish materials applied to walls and ceilings shall meet the fire
performance and smoke development limitations prescribed in CBC Section 803.”
(CBC 801.2)
NOTE:Interior finish materials applied to floors shall meet the fire performance
limitations prescribed in CBC Section 804.” (CBC 801.3)
1/2" =1'-0"7CITY NOTE:
DOORS SCHEDULE
DR.
TYPE/SIZE DESCRIPTION FRAME REMARKS
N.T.S 1
36"X6'-8"
QUARRY TILE DETAIL N.T.S 2
EGRESS DOORS SHALL BE READILY
OPENABLE FROM THE EGRESS SIDE
WITHOUT THE USE OF A KEY OR
ANY SPECIAL KNOWLEDGE OR
EFFORT.
DOOR PANIC HARDWARE NOTE: 2
PIECE VERTICAL RODS RON
DUPRIN, JACKSON OR EQUAL,
PUSH BAR MUST BE OFFSET FROM
DRS EDGE.
DOOR HARDWARE TYPE
HARDWARE TYPE
3PR HINGES, PUSH/PULL, DOORSTOP, SELF-CLOSER,
ALUM., PANIC SET WITH EXTERIOR LEVER,THRESHOLD,
DISABLE ACCESS SYMBOL
10" MIN. BOTTOM RAIL OR PROVIDE KICK PLATE RUBBER BUMPER ON
CHAIR TILES 1/4" MAX. BELOW THRESHOLD
DOOR PANIC HARDWARE NOTE: 2 PIECE VERTICAL RODS RON DUPRIN, JACKSON
OR EQUAL, PUSH BAR MUST BE OFFSET FROM DRS EDGE.
1010.1.9.1 hardware. door handles, pulls, latches, locks and other
operating devices on doors required to be acces-sible by chapter
11a or 11b shall not require tight grasp-ing, tight pinching or
twisting of the wrist to operate.
these design requirements for door handles, pulls, latches, locks
and other operating devices, intended for use on required means
of egress doors in other than group r and m occupancies with an
occupant load of 10 or less, shall comply with sfm standard
12-10-2, section 12-10-202 contained in the ccr, title 24, part 12,
california referenced standards code.
1010.1.9.2 hardware height. door handles, pulls, latches, locks
and other operating devices shall be installed 34 inches (864 mm)
minimum and 48 inches (1219 mm) maximum above the finished
floor. locks used only for security purposes and not used for
normal operation are permitted at any height.
the egress side on or adjacent to the door stating: this door to
remain unlocked when this space is occupied. the sign shall be in
letters 1 inch (25 mm) high on a contrasting back-ground.
a) CBC 11 B-404.2.9: Maximum effort to operate doors_including sliding doors:
"Maximum effort to operate doors shall not exceed 5 pounds. When fire doors are
required, the maximum effort to operate the door may be increased to the minimum
allowable by the appropriate administrative authority, not to exceed 15 pounds.
(CBC 11 B-404.2.9)
b) CBC 11 B-404.2.5: Thresholds, if provided at doorways, shall be ½ inch high
maximum. Raised thresholds and changes in level at doorways shall comply with
Sections 11 B-302 and 11 B-303.
1/4"2 1
34
"
T
O
4
4
"
6'-0"
3'-0"
EXISTING
1010.1.9.4 BOLT LOCKS.
MANUALLY OPERATED FLUSH
BOLTS OR SURFACE BOLTS
ARE NOT PERMITTED.
DOOR
METAL THRESHOLD
MAX.
1/2" MAX.
AT 1:2 SLOPE
RUBBER BUMPER ONCHAIR COMPRESSED TILE1/4" MAX. BELOWTHRESHOLD
10" MIN. BOTTOM RAIL OR
PROVIDE KICK PLATE
SYMOBLE
EX
EX
N.T.S 3ROOM FINISH SCHEDULE
ITEM
GAME AREA
SERVICE AREA
BAR AREA
OFFICE AREA
WAITING AREA
QU
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FLOOR BASE WALL CEILING
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ALL FINISHES SHALL COMPLY WITH TABLE 803.5, CBC.
TO SUBMIT SHOP DRAWINGS AND FOAM PANEL SPECS OF WALK
IN COOLER AND FREEZER TO BUILDING DEPARTMENT FOR
APPROVAL PRIOR TO INSTALLATION.
FINISH SCHEDULE NOTES:
1) Wall and ceilings in all areas except dining area shall be durable,Smooth, and nonabsorbent, with a light colored (light colored isdefined as
having a light reflectance value of 70%or greater.), easily cleanable, washable finish.
2) All counter surface including underside to be durable, smooth,nonabsorbent easily cleanable and washable finish (may requirestainless stee or
NSF approval high pressure laminate).
3) Flooring under equipment and at the base coves shall be completely smooth. floor surfaces which contain slip resistant agents shall be
restricted to traffic areas only.
4) All equipment shall be either easily movable (ie., on casters),min. 6 inch rounded metal legs, or sealed to min. 2 inch solidmasonry island with
min. three-eighths inch coved radius.
5) Floor Smooth Conc. must be Top-set type ceramic coved base.
6) Water resistant walls (Le., FRP, stainless steel, ceramic tile ",)are reQuired behind all sinks and dishwashers. material to be min. 8 ft. high for
CITY,
7) A min. 20-foot candles of light measured 30" A.F.F. in kitchen,utensil washing area, service area, though out facility for duringgeneral cleaning
up activity.
8) A min. 10-foot candles of light measured 30" A.F.F. in restroomand storage rooms.
MATERIALS NOTES:
CEILING PANEL -- The following ceiling panels
are approved. Armstrong #870 Mina Board
ML (Mtl laminaté non-perforated) Armstrong
#1721 or #884 Mylar Fire Guard (non-perforated)
Domtar Gypsum #3270 White Vinyl facing panel
U.S. Gypsum #3270 Vinyl Rock U.S. Gypsum
#56091 Envirogard with clean room facing
FLOOR COVERING -- The following are approved.
Tiles -- American Olean; Dal Tiles Topset Ceramic Coved
Base -- B&W Tile Co. #S-3619T; OTW Inc. #S-3619T
Sheet vinyl -- Armstrong "Classic Corlon" (86000 Series);
Armstrong "Custom Corlon" (86000 Series);
Tarket "Expression Optima" (05800 Series) Concrete
Sealer -- Ameritone #7101, Aque Mix Choice 15
N.T.S 4
GALV WALK-IN ENAMEL
PAINT48"X6'-8"
METAL
FIRE-RATED 20
MIN.
1. OVERHEAD SELF-CLOSING.
2. PANIC SET WITH EXTERIOR LEVER.
3. CYLINDER.
4. LOCK GUARD.
5. METAL KICKPLATE (10"X34").
6. THRESHOLD.
2. EXIT SIGN . 3. 32" CLR. DR.ALUM.EX 36"X6'-8"
FLAME SPREAD CLASSIFICATION
ALL FINISHES SHALL COMPLY WITH TABLE 803.9, CBC.
For SI: 1 inch = 25.4 mm, 1 square foot = 0.0929m2. NP = Not permitted [SFM]
a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than 1,000 square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips
applied to a noncombustible base and flreblocked as required by Section 803.11.1.
b. In exit enclosures of buildings less than three stories above grade plane of other than Group 1-3, Class B interior finish for nonsprinklered buildings and Class C interior finish for sprinklered buildings shall be permitted.
c. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire-resistance rating is required for structural elements, the enclosing partitions shall extend from the floor to the ceiling.
Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall be considered one. In determining the applicable requirements for rooms and enclosed spaces, the specific
occupancy thereof shall be the governing factor regardless of the group classification of the building or structure.
d. Lobby areas in Group A-l, A-2 and A-3 occupancies shall not be less than Class B materials.
e. Class C interior finish materials shall be permitted in places of assembly with an occupant load of 300 persons or less.
f. For places of religious worship, wood used for ornamental purposes, trusses, paneling or chancel furnishing shall be permitted.
g. Class B material is required where the building exceeds two stories.
h. Class C interior finish materials shall be permitted in administrative spaces. i. Class C interior finish materials shall be permitted in rooms with a capacity of four persons or less.
j. Class B materials shall be permitted as wainscotting extending not more than 48 inches above the finished floor in corridors. k. Finish materials as provided for in other sections of this code.
1. Applies when the exit enclosures, exit passageways, corridors or rooms and enclosed spaces are protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2.
CLASS A: FLAME SPREAD 0-25; SMOKE-DEVELOPED INDEX 0-450
CLASS B: FLAME SPREAD 26-75; SMOKE-DEVELOPED INDEX 0-450
CLASS C: FLAME SPREAD 76-200; SMOKE-DEVELOPED INDEX 0-450
INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN
ACCORDANCE WITH BUILDING CODE 803 AND TABLE 803.9
36"X6'-8"WOOD, PAINT HM/KD 32" CLR. DR., SELF-CLOSING.NEW
ALUM/TEMP.
GLASS GLASS 32" CLR. DR.,SELF-CLOSING.
32" CLR. DR., SELF-CLOSING.
A B C D
CONCOURSE AREA
STORAGE
HALLWAY
RESTROOM
11B-405.7.5 Doorways
Amendment
Where doorways are located adjacent to a ramp landing, maneuvering clearances
required by Sections 11B-404.2.4 and 11B-404.3.2 shall be permitted to overlap the
required landing area. Doors, when fully open, shall not reduce the required ramp
landing width by more than 3 inches (76 mm). Doors, in any position, shall not reduce
the minimum dimension of the ramp landing to less than 42 inches (1067 mm).
C PANIC HARDWARE
PANIC HARDWARE
PANIC HARDWARE
PANIC HARDWARE
32" CLR. DR., SELF-CLOSING.
C
B
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DO
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PART I - GENERAL
A. CONDITIONS
1. Furnish and install a completely wired and operational electrical system as shown on the
drawings and specified herein, including but not limited to, these major items.
1.1. Lighting fixtures as indicated and specified on the plans.
1.2. Electrical panels, service, conduit, wiring, etc., for all outlets and equipment.
1.3. Telephone outlets and conduit as indicated.
B. RELATED WORKS
1. The Electrical Contractor shall provide conduit, trench, and backfill for electrical service
entrance from the main service to utility point of electrical service. Electrical Contractor
shall coordinate the installation of the electrical service entrance with serving utility
company.
2. The Electrical Contractor shall provide conduit, trench, and backfill for primary phone and
CATV service from the telephone terminal board or cabinet to the phone company and
CATV company point of service.
C. CODES, REGULATIONS, AND STANDARDS
1. The installation shall comply with applicable local and state codes and ordinances, with
the regulations of the currently accepted edition of the National Electric Code and with the
requirements of the power, telephone, and CATV companies furnishing services to this
installation.
2. The following industry standards, specifications, and codes are minimum requirements:
2.1. The National Electrical Code (NEC), including local amendments.
2.2. Underwriter Laboratories (UL) incorporated standards.
2.3. American National Standards Institute (ANSI).
D. INSPECTION OF SITE
1. Prior to submitting a bid for electrical work, the contractor shall visit the site of the
proposed construction and shall thoroughly acquaint himself with existing utilities, and
working conditions to be encountered, etc. Allowance will not be made for noncompliance
with this condition after bidding.
2. Electrical installation shall meet the existing conditions.
E. STORAGE AND HANDLING OF MATERIALS
1. Deliver materials and equipment to the project in the manufacturer's original, unopened,
labeled containers. Protect against moisture, tampering, or damage from improper
handling or storage. Contractor shall protect and be responsible for any damage to work
or materials until final acceptance by the owner, and shall make good without cost to the
owner, any damage or loss that may occur during this period.
2. Arrange for timely delivery of materials and equipment to the job site in order to minimize
the length of time between delivery and installation.
3. Cover and protect any material which may be affected by the weather while in transit or
stored at the project site. Any material found defective or not installed in accordance with
the contract documents may be rejected by the engineer.
F. CLEANUP
1. Keep the premises free from accumulation of waste materials, or rubbish caused by
employees or work under this division of the specifications. At the completion of the work
remove all surplus materials, tools, etc., and leave the premises broom-clean.
G. EXCAVATION
1. Perform all excavation and back filling required for work performed under this division of
the specifications. Use excavated materials for backfill unless off site materials are
deemed necessary.
H. DRAWINGS
1. The drawings indicate the general arrangement and locations of the electrical work data
presented on these drawings are as accurate as planning can determine, but field
verification of all dimensions, locations, levels, etc., to suit field conditions is required.
Review all architectural, structural, and mechanical drawings and adjust all work to meet
the requirements of conditions shown. The architectural drawings shall take precedence
over all other drawings. Discrepancies between different plans, or between drawings and
specifications, or regulations and codes governing the installation shall be brought to the
attention of the engineer in writing before the date of bid opening. If discrepancies are not
reported, the Contractor shall bid the greater quantity or better quality, and appropriate
adjustments will be made after contract award. Contractor shall be responsible to field
measure and confirm mounting heights and location of electrical equipment with respect
to counters, radiation, etc. Do not scale distances off the electrical drawings, use actual
building dimensions.
I. EXCAVATION, CUTTING, AND FITTING
1. Perform the excavation, cutting, fitting, repairing, and finishing of the work necessary for
the installation of the equipment of this section. However, no cutting of the work of other
trades or of any structural members shall be done without the consent of the architect.
J. COOPERATION WITH OTHER CONTRACTORS
1. Cooperate with the other trades so that the installation of the electrical outlets and
equipment will be properly coordinated. Conduit, lighting fixtures, and other equipment
locations shall be checked with other trades to avoid conflict with the piping, ductwork,
steel, beams, or other obstructions. Carefully check the locations of the outlet boxes and
determine that they have not been disturbed during the installation of materials of other
trades.
2. Coordinate the location of the trenches and conduits for electrical and telephone utility
services with the general contractor.
3. Coordinate HVAC equipment connection requirements with HVAC contractor.
PART II - PRODUCTS AND EXECUTION
A. MATERIALS
1. All materials shall be new and of quality as specified on the plans or specifications and
must carry the Underwriter's Laboratories approval covering the purpose for which they
are used, in addition to meeting all requirements of the current applicable codes and
regulations.
B. CONDUIT
1. All wiring shall be installed in listed metallic conduit except as permitted below. RGS, with
a 20 mil PVC coating will be used when in contact with earth. IMC may be used in indoor
locations not in contact with the earth. EMT may be used in indoor locations not in
contact with earth, not in concrete slabs or walls and not subject to damage. PVC may be
used in or below concrete and direct buried in earth. Flexible steel conduit shall be used
for indoor final connections to equipment in lengths not to exceed 72". Liquid-tight flexible
steel conduit shall be for outdoor final connections to equipment not to exceed 36".
2. Cover metallic conduit in contact with earth with polyethylene taped spiral wrapped, 1/2
lapped to provide 20 mil. thickness. Tape shall be Scotch no. 50 tape. Conduit and ducts
not under buildings and feeder ducts shall be installed per N.E.C. 300-5. make joints with
compound to be watertight.
3. Fittings and conduit bodies shall be steel. No diecast fittings.
4. Conduit sizes shall be as required by code and as indicated or specified.
5. All empty conduit systems shall have a nylon pull string to facilitate installation of future
wire.
6. Schedule 40 PVC conduit shall be permitted underground with proper fittings, all UL
Approved and cemented joints. Penetrations through floor slabs and bends greater than
22° shall be wrapped rigid galvanized steel elbows.
7. Conduits and outlets shall be concealed with the building structure, except that certain
motor and lighting feeder conduits may be run exposed in certain areas as indicated on
the drawings. Conduit shown to be installed in cabinets, counters, and casework shall be
run as directed by the architect.
8. All conduit systems shall have a Code sized copper ground conductor increase conduit
size as required.
9. Conduit penetration through roof shall have roof flashing with caulk type counter flashing
sleeve. Installation shall be watertight.
10. Conduits shall be routed surface on the structure, parallel and perpendicular to the
structure.
C. OUTLET, PULL, AND JUNCTION BOXES
1. Each switch, light. receptacle or other outlet shall be provided with a Code gauge,
galvanized steel outlet box. Junction and pull boxes shall be Code gauge, galvanized
steel. Outlet boxes shall be of the one piece, knockout type, in general 4" square with
plaster ring. Plaster rings shall be set to provide not more than 1/8" from wall surface to
ring. In no case shall plaster ring project beyond surface of wall. Single gang rings
similar to Steel City 52050 shall be used for 4" boxes in unfinished brick number 180
boxes may be used for unfinished masonry flush wall outlets. Center all outlet boxes in
block course.
2. Boxes installed in poured cement floors shall be flush type cast iron or steel with
watertight gasketed covers. Where boxes are installed in floors with tile or carpet floor
covering, covers shall be of the recessed type to accommodate the floor covering.
3. Boxes installed for the alarm, computer, and security system shall be provided with
appropriate cover plates.
4. Boxes for telephone, computer, TV, fire alarm, security, and similar systems shall be
minimum 4" square and 2-1/8" deep.
D. SWITCHBOARDS, DISTRIBUTION BOARDS, MOTOR CONTROL CENTERS
1. See Single Line Diagram General Notes on drawings for more information.
E. PANEL BOARDS
1. See drawings for panel board schedules and specifications.
F. WIRE
1. Conductor sizes shown on the drawings are based on copper wire. Unless otherwise
specified, all wire shall be Type XHHW for feeders or branch circuits larger than 4 AWG,
Type THHN/THWN insulation for feeders and branch circuits 4 AWG and smaller. All
branch circuit wiring shall be copper. The wire shall be 12 AWG unless otherwise
indicated. Circuit shall be labeled in each junction box.
2. Metal Clad Cable "Type MC" cable may only be utilized for interior branch circuitry
supplying lighting fixtures, not to exceed 6-ft. in length from junction box to the fixture
served. "Daisy Chaining" of light fixtures is not allowed.
3. When use is permitted in the Allowed Specification Deviations, Metal Clad "Type MC"
cable may be installed per NEC Article 330. Where multiple cables are routed adjacent to
each other (bundled), a minimum separation of one (1) cable diameter (largest) shall be
required.
4. The wires shall be marked with color to simplify circuit identification. Unless otherwise
required by local ordinances:
208/120 Volts
Phase A = Black
Phase B = Red
Phase C = Blue
Neutral = White
Ground = Green
480/277 Volts
Phase A = Brown
Phase B = Orange
Phase C = Yellow
Neutral = Gray
Ground = Green
5. No wire shall be installed in the conduit system until the conduit system is complete. Use
Mineralac No. 100 or equivalent as a lubricant to facilitate the installation of the
conductors in the conduit system.
6. Splices in exterior pull boxes and manholes shall be weatherproof using "Scotchcast"
splice kit or approved equal. Seal ends of conduits and ducts with "Ductseal" or approved
equal.
7. Provide solid conductor for 12 AWG and smaller.
8. Provide 10 AWG conductors for 20 ampere, 120V branch circuits longer than 75-feet and 8
AWG conductors for 20 ampere, 120V branch circuits longer than 120-feet. Provide 10
AWG conductors for 20 ampere, 277V branch circuits longer than 200-feet.
G. WIRING DEVICES
1. Wall switches shall be Specification Grade AC silent type switches, 20A, 120/277 volt.
2. Receptacles shall be Specification Grade, duplex type, NEMA 5-20R, 20 ampere, 120 volt
grounded type. Special application receptacles shall be indicated on plans. Mount with
the ground down.
3. Device plates shall be equal to sierra smooth-line plastic wall plates. Color shall be white,
unless otherwise noted.
4. All receptacles identified as weatherproof on the drawings shall be weather-resistant,
tamper-resistant, GFCI type and equipped with enclosure that is weatherproof (WP)
whether or not the attachment plug cap is inserted (while "IN-USE"). An outlet box hood
shall be listed and shall be identified as "Extra Duty".
5. Except as otherwise noted, all wiring device plates on the project shall be labeled with
panel and circuit number(s) utilizing a Brother P-touch labeling system with 1/2" tape
(yellow on black) or equal HellermannTyton or Panduit. Locate label on the concealed
side of the wiring device plate. Handwritten labels are unacceptable.
H. LIGHTING FIXTURES
1. Provide all lighting fixtures, wired and connected. the drawings indicate the fixtures for
each location. Provide lamps for all fixtures. The lamps shall be by the same
manufacturer. Verify ceiling construction before ordering recessed units. Provide plaster
frames and hangers as required. Ceiling construction, architectural accessories, voltage,
and ballasts to meet the existing condition.
I. SERVICE ENTRANCE SECTION
1. The service entrance equipment shall be as indicated on the drawings. Equipment shall
carry the UL label and shall conform to the power company regulations.
2. Service entrance equipment shall be provided with a fully rated copper or aluminum bus.
Horizontally tapered bussing shall not be allowed.
J. SYSTEM GROUNDING
1. Grounding shall comply with requirements of Article 250. All exposed non-current
carrying metallic parts of electrical equipment, metallic raceway systems, metallic cable
armor, grounding conductor of nonmetallic sheathed cables, grounding conductor in
nonmetallic raceways, and grounded conductors of the wiring system shall be grounded.
2. Grounding conductor (neutral) of the wiring system shall be connected to the system
grounding conductor at a single place in each system by removable bonding jumpers,
sized according to the applicable provisions of the National Electrical Code. The
grounded conductor (neutral) to the grounding conductor connection shall be located in
the enclosure for the system's overcurrent protection or where otherwise indicated on the
plans or specifications.
3. A ground bus separate from the neutral bus shall be provided in all switchboards and
panelboards. Ground bus shall be retorqued (checked) prior to energizing equipment per
manufacturer's recommendations.
4. Ground buses and neutral buses in all distribution panels, switchboards, panelboards, and
those provided in any equipment shall be isolated except where required to be connected
as specified above for the service entrance and in transformer terminal compartments.
5. When indicated on the drawings, equipment grounding conductors shall be extended from
the ground bus in the distribution equipment to the receptacle, fixture or device lugs
where they are provided. Where lugs are not provided, equipment grounding conductors
shall be connected to equipment enclosures. The connections shall be arranged such that
removal of the receptacle, equipment ground conductors, or ground jumpers from ground
busing shall not affect the ground system.
6. Raceways may not be used as a grounding conductor for power and lighting circuits. All
conduit shall have separate Code sized green ground wire installed in the conduit to
insure a continuos grounding path.
7. In inaccessible locations, make connections by exothermic weld process.
8. In accessible locations, connections shall be made with bolted through, approved
solderless bronze grounding devices.
9. Bond together metal siding not attached to grounded structure bond to ground.
K. TELEPHONE SYSTEM
1. Telephone wall outlets shall consist of standard boxes mounted 18" above the floor unless
otherwise indicated. Connect outlets to telephone terminal with separate 3/4" conduit
unless otherwise shown on drawings. Provide a terminal mounting board for the incoming
service cable.
L. LIGHTING CONTROL
1. Furnish and install time switches, photocells, contactors and full lighting control systems
as required for lighting controls indicated on the drawings.
2. Time switches shall be equal to Paragon, General Electric, Tork, or Intermatic and shall
have size and number of poles as required.
3. Photocells shall be equal to Tork or Intermatic with voltage as indicated.
M. DRY TYPE TRANSFORMERS
1. Manufacturers: subject to compliance with requirements, provide products by one of the
following
1.1. Acme Electric Corporation; Power Distribution Products Division.
1.2. GE Electrical Distribution & Control.
1.3. Eaton.
1.4. Square D/Groupe Schneider NA.
2.Coils: Continuous windings without splices, except for taps.
3. Internal coil connections - brazed or pressure type.
4. Coil material - copper
5. Enclosure - ventilated, NEMA 250, Type 2 (NEMA 3R for outdoor installations).
6. Insulation class - 220°C, UL-component-recognized insulation system with a maximum of
150C° rise above 40°C ambient temperature.
7. Taps for transformers 25 kVA and larger - two 2.5 percent taps above and four 2.5 percent
taps below normal full capacity.
8. Wall brackets - manufacturer's standard brackets.
9. Low-sound-level-requirements - minimum of 3 dba less than NEMA ST-20 standard sound
levels when factory tested according to IEEE C57.12.91
N. GUARANTEE
1. Guarantee all material furnished and all workmanship performed for a period of one year
from date of final acceptance of work. Any defects developing within this period,
traceable to material furnished as a part of this section or workmanship performed
hereunder, shall be made good at no expense to the owner.
O. SHOP DRAWINGS AND APPROVALS
2. The items specified herein and on drawings are used as a standard of quality. any
materials of equal quality and aesthetic value will be given consideration as a substitute
for the materials specified. No approval will be given to a specific catalog number, model,
or type of equipment, prior to bidding. After bidding, the decision of the Architect and/or
Engineer determining equal materials will be final.
3. The contractor shall submit shop drawings on the following items:
3.1. Lighting fixture cuts and performance data.
3.2. Outline drawings and data sheets of each panelboard and switchboard.
3.3. Outline drawings of all switchgear.
4. Submit items at one time in a neat and orderly manner within 15 days of award of contract.
Partial submittals will not be acceptable.
P. RECORD AND AS-BUILT DRAWINGS
1. The Electrical Contractor shall maintain a set of drawings at the job site for the exclusive
purpose of maintaining a record of all work installed and to show any deviations from the
work indicated on the drawings.
2. At the completion of the project, one set of reproducible drawings, showing all As-Built
conditions, shall be delivered to the Owner for acceptance prior to final payment.
Q. HOUSEKEEPING PADS
1. Provide a minimum of 3" high housekeeping pad above finished floor/ finished grade for
all floor-mounted switchgear, switchboards, distribution boards, transformers, motor
control centers, etc., flush with the face of the equipment. Located in mechanical central
plants(s), other mechanical spaces, and located outdoors, pads shall be flush with the
face of the equipment. Confirm pad dimensions with local inspector prior to forming pad
to ensure any local code interpretations/conditions are met regarding housekeeping pads.
2. Unless otherwise noted above, provide a minimum of 1-1/2" high housekeeping pad above
finished floor/finished grade for all interior floor-mounted switchgear, distribution boards,
transformers, motor control centers, transfer switches, etc., flush with the face of the
equipment. All housekeeping pad heights are as measured from finished floor or grade.
Confirm pad dimensions with local inspector prior to forming pad to ensure local code
interpretations/conditions are met regarding housekeeping pads.
3. Provide a 1-1/2" high housekeeping pad above finished floor/finished grade for service
equipment. Prior to pad rough-in, Contractor shall verify serving utility company's
maximum meter height requirements and, if necessary, adjust height of housekeeping pad
to comply with those requirements. In indoor applications, the housekeeping pad shall be
flush with the face of the switchgear. In outdoor applications, the housekeeping pad shall
extend a minimum of 4 feet from the front of switchgear's weatherproof enclosure.
Confirm pad dimensions with local inspector prior to forming pad to ensure any local code
interpretations/conditions are met regarding housekeeping pads.
4. All housekeeping pads located in, on, or attached to a building shall be seismically
braced/connected to the building structure.
R. EQUIPMENT CONNECTIONS
1. Provide flexible connections to all HVAC equipment, water heater, etc any equipment over
20 lb and/or mounted above finished floor.
2. Coordinate electrical requirements for all plumbing and mechanical equipment with final
Contractor selection. The Contractor shall size disconnects based upon circuit breaker
ratings and provide fusing as required per equipment manufacturer recommendations and
UL Listing requirements.
S. MOTORS
3. Where motors are installed in suspended ceilings, contractor shall provide disconnect
switch in suspended ceiling within reach from access point.
4. Sizing of motor-related electrical components, including feeder and/ or branch circuits
(wire and conduit) and overcurrent protection (breaker and/ or fuses) is based on ratings
indicated in the contract documents as well as NEC approximated loads for a given motor
horsepower, voltage and phase. It is the contractor's responsibility to verify actual motor
and appliance rating and loads. Contractor to provide correctly sized motor overload
electrical components based on nameplate rating. Reflect all changes in the as-built
drawings.
T. FIRE SYSTEM
1. Contractor shall engage the services for a state licensed fire alarm manufacturer/installer
to prepare all design drawings and calculations required for system approval by the
authority having jurisdiction. Submit all plans and provide all permits required for a
complete and operable approved life safety system.
2. Fire alarm device wiring shall be minimum #14 AWG copper or per system manufacturer
requirements. Provide minimum 3/4" separate raceway system or as required for life
safety system wiring configuration.
3. Upon completion of the installation of life safety system wiring and devices, a performance
test of the entire life safety shall be performed to the satisfaction of the authority having
jurisdiction.
U. LOW VOLTAGE SYSTEMS
1. Music, television, video mounting systems are not shown on these drawings and are
provided by Contractor through architects schedules/details. Contractor to coordinate all
routing and final connections as approved by Starbucks Manager as applicable
specifically to this store.
V. IDENTIFICATION OR EQUIPMENT LABELING
1. Nameplates shall be provided for switchgear, switchboards, distribution boards,
distributions panels, panel boards, motor control centers, transformers, transfer switches,
contactors, starters, disconnect switches, enclosed circuit breakers/switches, Inverters,
UPS's, PDU's, RDC's, SPD's, lighting control panels, dimming panels, door releasing
system panels, fire alarm/central monitoring terminal cabinets/power supplies/control
panels, and all low voltage system terminal and control cabinets.
1.1. Nameplate inscriptions shall be identical to the equipment designations indicated in
plans and specifications. Nameplates shall be engraved with the device
designation/identification on the top line, source identification for the device on the
2nd line per NEC, or CEC where adopted, Art 408.4 and load designation for the
device on the bottom line. Where load designation consists of a branch circuit, omit
bottom line. Where device designation is not intended on plan/specfications.
Contractor shall submit a written clarification request to the Engineer.
1.2. All circuit breakers/fuses in switchgear, switchboards, distribution boards,
distribution panels, UPS output circuit breakers, PDU sub-feed circuit breakers and
motor control centers shall have individual nameplates located immediately adjacent
to the respective device. Nameplate inscription shall identify the downstream
equipment or device served by the circuit breaker or fuse.
2. Identification nameplates, unless otherwise noted (UON), shall be laminated/extruded
modified acrylic or melamine plastic labels that is 3/32" thick, UV-stabilized, matte finish,
suitable for use in 180°F ambient, with beveled edges and engraved white letters 3/8" high,
minimum, on 1-1/2" high black background for single line of text. Where two lines of text
are required, provide minimum 2" high nameplate. Where three lines of text are required,
provide 2.5" high nameplate. Provide white letters on red background for all NEC, or CEC
where adopted, Article 517 essential power systems, Article 700 Emergency Systems,
Article 701 Legally Required Standby Systems and Article 708 COPS.
3. Identification nameplates for new switchgear, switchboards, distribution boards,
distribution panels, panel boards and motor control centers shall be attached with
switchgear manufacturer-provided screws via switchgear manufacturer factory pre-drilled
holes. A factory option to rivet identification nameplates to the equipment is only
acceptable if screw-fastened nameplates are not an available option from the switchgear
manufacturer. Field drilling or other mechanical attachment methods that change/void the
NEMA or NTRL rating of the enclosure are strictly forbidden.
4. Identification nameplates for transformers, transfer switches, disconnect switches,
enclosed circuit breakers/switches, inverters, UPSs, PDUs, RDCs, SPDs, lighting control
panels, dimming panels, door-releasing system panels, terminal cabinets and all circuit
breakers/fuses in switchgear, switchboards, distribution boards, distribution panels, UPS
output circuit breakers, PDUs, PDU sub-feed circuit breakers, and motor control centers
shall be attached to the equipment by self-adhesive backing integral to the nameplates.
When equipment is located outdoors, provide nameplates without self-adhesive backing
and attach to equipment using weather-rated, UV-resistant epoxy. In all cases, clean
surfaces before applying identification nameplates parallel to equipment lines.
5. Warning Placards, as required by General Single Line Diagram Notes for multiple power
sources, or instruction placards, as required for all kirk-key interlock schemes, all UPS
bypass procedures or as required elsewhere in the plans/specifications shall be engraved
1/2" high with white lettering on red background using the same material specified for
identification nameplates with a self-adhesive backing. Warning/instruction placards shall
be attached to the face of the equipment directly related to the placards.
NOTE FOR ELECTRICAL CONTRACTOR
APPLICABLE CODES
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA ENERGY CODE (CEnC)
2022 CALIFORNIA FIRE CODE
2022 NATIONAL FIRE ALARM AND SIGNALING CODE
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC)
ELECTRICAL SHEET INDEX
NO. SHEET DESCRIPTION
1 E-0 SPECIFICATIONS & COVER SHEET
2 E-1 POWER PLAN
3 E-2 LIGHTING PLAN
4 E-4 T-24
5
6
7
8
ALLOWED SPECIFICATIONS DEVIATIONS
THE FOLLOWING ITEM(S) ARE ALLOWED DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS. THESE
DEVIATIONS ARE AT THE DIRECTION OF THE OWNER.
NONE
SCOPE OF WORK
ELECTRICAL SCOPE OF WORK
A.
B.
C.
ELECTRICAL CONTRACTOR TO SURVEY EXISTING CONDITION AND REPORT TO OWNER. BID TO INCLUDE
SCOPE OF EXTENDED WORK, INCLUDING REQUIREMENTS OF STATE & LOCAL CODE
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NOTE :
a. LIGHT FIXTURE IN CONTACT
WITH INSULATION TO BE U.L. LISTED
FOR THERMAL BARRIER OR PROVIDE
3" MINIMUM CLEARANCE.
b. MOUNT THE FOLLOWING
ABOVE FINISH FLOOR:
OUTLETS - 15" TO 48"
SWITCHES - 36" TO 48"
THERMOSTATS - 36" TO 48"
MEASURED FROM BOTTOM AND
TOP OF BOXES RESPECTIVELY
c. PANEL CIRCUIT DIRECTORY TO
COMPLY WITH SECT. 408.4, CEC.
ABBREVIATIONS
GENERAL NOTES:
N.T.S 1
N.T.S 2
NOT IN CONTRACT
1'
-
1
"
5'
EXISTING KITCHEN
KTV
KITCHEN
POWER PLAN
SCALE: 3/32"=1'-0"
’
(E)208/120V,
3Ø,4W,1200A SWITCHBOARD 42KAIC
WORK SP
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(B) Clear Spaces
Working space required by this section shall not be used for storage. When
normally enclosed live parts are exposed for inspection or servicing, the
working space, if in a passageway or general open space, shall be suitably
guarded.
(2) Large Equipment
For large equipment that contains overcurrent devices, switching devices,
or control devices, there shall be one entrance to and egress from the
required working space not less than 610 mm (24 in.) wide and 2.0 m (61/2
ft) high at each end of the working space. This requirement shall apply to
either of the following conditions:
For equipment rated 1200 amperes or more and over 1.8 m (6 ft) wide
For service disconnecting means installed in accordance with 230.71(B)
where the combined ampere rating is 1200 amperes or more and where
the combined width is over 1.8 m (6 ft)
A single entrance to and egress from the required working space shall be
permitted where either of the conditions in 110.26(C)(2)(a) or (C)(2)(b) is
met.
Unobstructed Egress. Where the location permits a continuous and
unobstructed way of egress travel, a single entrance to the working space
shall be permitted.
Extra Working Space. Where the depth of the working space is twice that
required by 110.26(A)(1), a single entrance shall be permitted. It shall be
located such that the distance from the equipment to the nearest edge of
the entrance is not less than the minimum clear distance specified in Table
110.26(A)(1) for equipment operating at that voltage and in that condition.
EXIT ACCESS DOORS
EQUIPPED WITH
PANIC HARDWARE
(E)208/120V,
3Ø,4W,1200A
SWITCHBOARD 42KAIC
WORK SPACE
WORK SPACE
EXIT ACCESS DOORS
EQUIPPED WITH
PANIC HARDWARE
(E)208/120V,
3Ø,4W,1200A
SWITCHBOARD
42KAIC
DOORS THAT SWING IN
THE DIRECTION OF TRAVEL
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PROVIDE 365 DAY PROGRAMMABLE TIME CLOCK (PERSEC 131(d) CES 20
4'-
9
"
BEVELED DUAL ROUND HEAD EMERGENCY LIGHT
(BATTERY OPERATION DURING THE POWER LOSS W/90 MIN.
BATTERY BACK-UP)
10 WNORA LIGHTING
NE-805 (2) 5W, MR16
SUPPLIED
BY
INSTALLED
BY
REMARKSWATT/
FIXTURESYMBOLLIGHT BULB/ TYPE
MODEL NO.
HOUSING/ FIXTURE
MODEL NO.
ITEM
NO.
NORA LIGHTING
NEX-709-LED (GREEN)(2) 5W, MR16
UNIVERSAL MT. EXIT SIGN W/ EMERGENCY ADJ. BEVELED
DUAL ROUND HEAD (ARROW INDICATES DIRECTION OF
EXIT). (BATTERY OPERATION DURING THE POWER LOSS
W/90 MIN. BATTERY BACK-UP)
10 W
G.C.ELECTRICAL
CONTRACTOR
G.C.
ELECTRICAL
CONTRACTOR
LIGHT FIXTURE SCHEDULE
C
D
A ELECTRICAL
CONTRACTOR
4" LED RECESS DOWN LIGHT
G.C.(WITH SHATTERPROOF LENSE COVER OVER FOOD
PREP AREA)(G.C. TO PROVIDE DIMMER)
9 WPROGRESS LIGHTING
P8080-28-30K ONE LIGHT LED RECESS
BRAND: PROGRESS LIGHTING
B ELECTRICAL
CONTRACTOR
OWNER18 W
6"DIA. X 8"H. PENDANT LIGHT
FIXTURE WITH 4 W LED
FILAMENT LIGHT BULB
(1 ) INCANDESCENT
FILAMENT BULB 18 W
T.B.D.
PENDANT LIGHT
FIXTURE
G.C.ELECTRICAL
CONTRACTOR
E
LED FLAT PANEL EDGE LIT
MLFP SERIES G2
2 ' X 4' RECESS MOUNTED LED LIGHT FIXTURE
W/SHATTERPROOF LENSE COVER
QTS
12
234
15
10
6
MLFP SERIES G2 2X4 40 W
1a 1b 1a 1a 1a 1a 1a1b1b1b1b 1b 3c 3d 3c
3c3c3c
3d
3d3d
3d
5e 5f 5e
5e
5e 5e
5e
5f5f
5f
5f5f
7g 7h 7g
7h7h
7h
7h7h
7g
7g
7g
7g
9i 9j
9j9j
9i
9i
9i 9j
9j9j
9i
9i
11k 11l 11k
11k
11k
11k 11k
11l
11l
11l 11l 11l
13m 13n 13m 13m 13m 13m
13m
13n 13n 13n 13n
13n
15o15p15o15p15o15o15o15o15p15p15p15p17q17r
17q
17q
17q 17q 17q
17r
17r 17r 17r 17r
19s
19t
19s
19s
19s
19s
19t
19t
19t19t
21u21v21u
21u
21v
21v
23w23x23w23x
23w
23w
23w23x23x 23x
23x
23x
23w
23w
25y
23w
25z
25y
25y25y
25y 25y
25z25z25z
25z 25z
27a
27b
27a
27a
27a
27a
27b
27b
27b
29c
29d
29c
29d
29d
29c
29d
29c
29d
29c
29d
29c
31e
31f
31e
31f
31e
31f
31e
31f
31f
31e
31f
31e
33g 33h
33g
33h
33g
33h
33g
33h
33g
33h
33h
33g
35i
35j
35i
35j
35i
35j
35i 35j
35i
35j
35i
35j
37k
37l
37k
37l
37l
37k
37l
37k
37l
37k
37l
37k
39m 39n
39m
39n
39m
39n
39m
39n
39m
39n
39n
39m
41o
41p
41o
41p
41o
41p
41o
41o
41o
41o
41p
41p
41p41p
SCALE: 3/32"=1'-0"
REFLECTED CEILING PLAN
DIMDI
M
DI
M
DIM
DIM
DIM
DIM
DIM
DIM
DIM
DIM
DIM
DIM
DIM
DIM
DIM
DIM
E N S
LIC
C-40260
REN.01/31/25
A
LICA
INFORS
E
TAT OF
YUBIN XIE
E D HCRA
C
T
T
E
I
SHEET NO.
SCALE:
REVISIONS
DRAWING TITLE
DATE
PR
O
J
E
C
T
T
I
T
L
E
/
A
D
D
R
E
S
S
NO.
-
TO
P
-
A
R
C
G
R
O
U
P
AR
C
H
I
T
E
C
T
U
R
A
L
D
E
S
I
G
N
F
I
R
M
PH
O
N
E
:
(
6
2
6
)
2
2
6
-
3
9
3
9
EM
A
I
L
:
Y
A
O
L
O
N
G
0
2
2
1
@
Y
A
H
O
O
.
C
O
M
DRAWN BY:
DATE:
AS NOTED
S.C.
PL
A
Y
H
A
U
S
10
2
0
S
B
a
l
d
w
i
n
A
v
e
Ar
c
a
d
i
a
,
C
A
9
1
0
0
7
E-2
RE
F
L
E
C
T
E
D
CE
I
L
I
N
G
P
L
A
N
EXISTING SINGLE LINE DIAGRAM
(E)200A
3P
(E)
(E)PNL
P1
(E)200A
3P
(E)
(E)PNL
P2
(E)200A
3P
(E)
(E)PNL
P3
(E)200A
3P
(E)
(E)PNL
P4
(E)200A
3P
(E)
(E)200A
3P
(E)
(E)PNL
F
(E)200A
3P
(E)
(E)PNL
L
(E)1200A
3P
(E)208/120V, 3Ø，4W, 1200A BAS
(E)208/120V,3Ø,4W,1200A SWITCHBOARD 42KAIC
M(E)
(E)
(E)
(E)
N
G
(E)(E)
(E) (E)
(E)PNL
P2-A
E N S
LIC
C-40260
REN.01/31/25
A
LICA
INFORS
E
TAT OF
YUBIN XIE
E D HCRA
C
T
T
E
I
SHEET NO.
SCALE:
REVISIONS
DRAWING TITLE
DATE
PR
O
J
E
C
T
T
I
T
L
E
/
A
D
D
R
E
S
S
NO.
-
TO
P
-
A
R
C
G
R
O
U
P
AR
C
H
I
T
E
C
T
U
R
A
L
D
E
S
I
G
N
F
I
R
M
PH
O
N
E
:
(
6
2
6
)
2
2
6
-
3
9
3
9
EM
A
I
L
:
Y
A
O
L
O
N
G
0
2
2
1
@
Y
A
H
O
O
.
C
O
M
DRAWN BY:
DATE:
AS NOTED
S.C.
PL
A
Y
H
A
U
S
10
2
0
S
B
a
l
d
w
i
n
A
v
e
Ar
c
a
d
i
a
,
C
A
9
1
0
0
7
E-3
SI
N
G
L
E
L
I
N
E
D
I
A
G
R
A
M
A
N
D
PA
N
E
L
S
C
H
E
D
U
L
E
E N S
LIC
C-40260
REN.01/31/25
A
LICA
INFORS
E
TAT OF
YUBIN XIE
E D HCRA
C
T
T
E
I
SHEET NO.
SCALE:
REVISIONS
DRAWING TITLE
DATE
PR
O
J
E
C
T
T
I
T
L
E
/
A
D
D
R
E
S
S
NO.
-
TO
P
-
A
R
C
G
R
O
U
P
AR
C
H
I
T
E
C
T
U
R
A
L
D
E
S
I
G
N
F
I
R
M
PH
O
N
E
:
(
6
2
6
)
2
2
6
-
3
9
3
9
EM
A
I
L
:
Y
A
O
L
O
N
G
0
2
2
1
@
Y
A
H
O
O
.
C
O
M
DRAWN BY:
DATE:
AS NOTED
S.C.
PL
A
Y
H
A
U
S
10
2
0
S
B
a
l
d
w
i
n
A
v
e
Ar
c
a
d
i
a
,
C
A
9
1
0
0
7
E-4
T2
4
E N S
LIC
C-40260
REN.01/31/25
A
LICA
INFORS
E
TAT OF
YUBIN XIE
E D HCRA
C
T
T
E
I
SHEET NO.
SCALE:
REVISIONS
DRAWING TITLE
DATE
PR
O
J
E
C
T
T
I
T
L
E
/
A
D
D
R
E
S
S
NO.
-
TO
P
-
A
R
C
G
R
O
U
P
AR
C
H
I
T
E
C
T
U
R
A
L
D
E
S
I
G
N
F
I
R
M
PH
O
N
E
:
(
6
2
6
)
2
2
6
-
3
9
3
9
EM
A
I
L
:
Y
A
O
L
O
N
G
0
2
2
1
@
Y
A
H
O
O
.
C
O
M
DRAWN BY:
DATE:
AS NOTED
S.C.
PL
A
Y
H
A
U
S
10
2
0
S
B
a
l
d
w
i
n
A
v
e
Ar
c
a
d
i
a
,
C
A
9
1
0
0
7
E-5
T2
4
NOTE
PROVIDE 365 DAY PROGRAMMABLE TIME CLOCK (PER SEC 131(d) CES 20
BEVELED DUAL ROUND HEAD EMERGENCY LIGHT
(BATTERY OPERATION DURING THE POWER LOSS W/90 MIN.
BATTERY BACK-UP)
10 WNORA LIGHTING
NE-805 (2) 5W, MR16, (2) 360 LUMENS
SUPPLIED
BY
INSTALLED
BY
REMARKSWATT/
FIXTURESYMBOLLIGHT BULB/ TYPE
MODEL NO.
HOUSING/ FIXTURE
MODEL NO.
ITEM
NO.
NORA LIGHTING
NEX-709-LED (GREEN)
UNIVERSAL MT. EXIT SIGN W/ EMERGENCY ADJ. BEVELED
DUAL ROUND HEAD (ARROW INDICATES DIRECTION OF
EXIT). (BATTERY OPERATION DURING THE POWER LOSS
W/90 MIN. BATTERY BACK-UP)
10 W
G.C.ELECTRICAL
CONTRACTOR
G.C.
ELECTRICAL
CONTRACTOR
LIGHT FIXTURE SCHEDULE
C
D
A ELECTRICAL
CONTRACTOR
4" LED RECESS DOWN LIGHT
G.C.(WITH SHATTERPROOF LENSE COVER OVER FOOD
PREP AREA)(G.C. TO PROVIDE DIMMER)
9 WPROGRESS LIGHTING
P8080-28-30K ONE LIGHT LED RECESS
BRAND: PROGRESS LIGHTING
B ELECTRICAL
CONTRACTOR
OWNER18 W
6"DIA. X 8"H. PENDANT LIGHT
FIXTURE WITH 4 W LED
FILAMENT LIGHT BULB
(1 ) INCANDESCENT
FILAMENT BULB 18 W
T.B.D.
PENDANT LIGHT
FIXTURE
G.C.ELECTRICAL
CONTRACTOR
E
LED FLAT PANEL EDGE LIT
MLFP SERIES G2
2 ' X 4' RECESS MOUNTED LED LIGHT FIXTURE
W/SHATTERPROOF LENSE COVER
QTS
12
234
15
37
41
MLFP SERIES G2 2X4 40 W
SCALE: 3/32"=1'-0"
EMERGENCY PHOTOMETRIC PLAN
DIM
DIM
DIM
DIM
DIM
DIM
DIM
DIM
DIM
DIM
DIM
DIM
DIM
(2) 5W, MR16, (2) 360 LUMENS
E N S
LIC
C-40260
REN.01/31/25
A
LICA
INFORS
E
TAT OF
YUBIN XIE
E D HCRA
C
T
T
E
I
SHEET NO.
SCALE:
REVISIONS
DRAWING TITLE
DATE
PR
O
J
E
C
T
T
I
T
L
E
/
A
D
D
R
E
S
S
NO.
-
TO
P
-
A
R
C
G
R
O
U
P
AR
C
H
I
T
E
C
T
U
R
A
L
D
E
S
I
G
N
F
I
R
M
PH
O
N
E
:
(
6
2
6
)
2
2
6
-
3
9
3
9
EM
A
I
L
:
Y
A
O
L
O
N
G
0
2
2
1
@
Y
A
H
O
O
.
C
O
M
DRAWN BY:
DATE:
AS NOTED
S.C.
PL
A
Y
H
A
U
S
10
2
0
S
B
a
l
d
w
i
n
A
v
e
Ar
c
a
d
i
a
,
C
A
9
1
0
0
7
E-5
EM
E
R
G
E
N
C
Y
PH
O
T
O
M
E
T
R
I
C
P
L
A
N
CALIFORNIA GREEN BUILDING STANDARDS CODE GENERAL NOTES SCOPE OF WORK
1. INTERIOR TENANT IMPROVEMENT
E N S
LIC
C-40260
REN.01/31/25
A
LICA
INFORS
E
TAT OF
YUBIN XIE
E D HCRA
C
T
T
E
I
SHEET NO.
SCALE:
REVISIONS
DRAWING TITLE
DATE
PR
O
J
E
C
T
T
I
T
L
E
/
A
D
D
R
E
S
S
NO.
-
TO
P
-
A
R
C
G
R
O
U
P
AR
C
H
I
T
E
C
T
U
R
A
L
D
E
S
I
G
N
F
I
R
M
PH
O
N
E
:
(
6
2
6
)
2
2
6
-
3
9
3
9
EM
A
I
L
:
Y
A
O
L
O
N
G
0
2
2
1
@
Y
A
H
O
O
.
C
O
M
DRAWN BY:
DATE:
AS NOTED
S.C.
PL
A
Y
H
A
U
S
10
2
0
S
B
a
l
d
w
i
n
A
v
e
Ar
c
a
d
i
a
,
C
A
9
1
0
0
7
P-0
PL
U
M
B
I
N
G
GE
N
E
R
A
L
N
O
T
E
S
1'
-
1
"
5'
CONSTRUCTION NOTES:
1
2
3
PIPE MATERIAL SCHEDULE
GAS WATER HEATER DETAIL
FIXTURE SCHEDULE
DESIGN NOTES
5
ex
i
s
t
i
n
g
2
"
c
w
a
b
v
c
e
i
l
i
n
g
PO
C
1FU
LA
V
1FU
LA
V
1FU
LA
V
1FU
LA
V
1FUUR 1FUUR 1FUUR
2.5FUWC
2.5FUWC
2.5FUWC
1FU
LA
V
1FU
LA
V
1FU
LA
V
1FU
LA
V
2.5
FU
WC
2.5
FU
WC
2.5
FU
WC
2.5
FUWC
2.5
FUWC
2.5
FUWC
2.5
FUWC
2.5
FUWC
2.5
FU
WC
2.5
FU
WC
1FU
LA
V
1FU
LA
V
COLD & HOT WATER PLAN
ex
i
s
t
i
n
g
2
"
c
w
a
b
v
c
e
i
l
i
n
g
PO
C
1FU
LA
V
1FU
LA
V
1FU
LA
V
1FU
LA
V
1FUUR 1FUUR 1FUUR
2.5FUWC
2.5FUWC
2.5FUWC
1FU
LA
V
1FU
LA
V
1FU
LA
V
1FU
LA
V
2.5
FU
WC
2.5
FU
WC
2.5
FU
WC
2.5
FUWC
2.5
FUWC
2.5
FUWC
2.5
FUWC
2.5
FUWC
2.5
FU
WC
2.5
FU
WC
1FU
LA
V
1FU
LA
V
2FU3CS
2FUPS
2FUHS
2FUPS
2FUHS
2FUPS
3/4"CW (6FU)
3/4"HW (6FU)
3/4"CW (6FU)
3/4"HW (6FU)
1"
H
W
(
2
2
F
U
)
1"
C
W
(
5
9
F
U
)
3/4"CW (4FU)
3/4
"
H
W
(
6
F
U
)
3/4"CW (8FU)
3/4"HW (8FU)
1"CW (12.5FU)
3/4
"
C
W
(
6
.
5
F
U
)
3/4"CW (2.5FU)
3/4"HW (1FU)
3/4"CW (5FU)
3/4"HW (2FU)
1"
C
W
(
3
2
F
U
)
3/4"HW (8FU)
1"
H
W
(
1
0
F
U
)
1"
C
W
(
4
7
F
U
)
1"
H
W
(
1
0
F
U
)
3/4"CW (7.5FU)1"CW (42FU)
1"
H
W
(
2
2
F
U
)
1"
C
W
(
5
9
F
U
)
1"HW (22FU)
1"CW (59FU)
1FUDF1FUDF
.
.
TRAP PRIMER DETAIL 4
FLOOR DRAIN WITH TRAP PRIMERS
FLOOR DRAIN WITH TRAP PRIMERS
12000 W
12000 W
12000 W
E N S
LIC
C-40260
REN.01/31/25
A
LICA
INFORS
E
TAT OF
YUBIN XIE
E D HCRA
C
T
T
E
I
SHEET NO.
SCALE:
REVISIONS
DRAWING TITLE
DATE
PR
O
J
E
C
T
T
I
T
L
E
/
A
D
D
R
E
S
S
NO.
-
TO
P
-
A
R
C
G
R
O
U
P
AR
C
H
I
T
E
C
T
U
R
A
L
D
E
S
I
G
N
F
I
R
M
PH
O
N
E
:
(
6
2
6
)
2
2
6
-
3
9
3
9
EM
A
I
L
:
Y
A
O
L
O
N
G
0
2
2
1
@
Y
A
H
O
O
.
C
O
M
DRAWN BY:
DATE:
AS NOTED
S.C.
PL
A
Y
H
A
U
S
10
2
0
S
B
a
l
d
w
i
n
A
v
e
Ar
c
a
d
i
a
,
C
A
9
1
0
0
7
P-1
CO
L
D
A
N
D
H
O
T
WA
T
E
R
P
L
A
N
PLUMBING LEGEND
S
S
S
S
V
DD
V
GW GW
SANITARY SEWER ABOVE GRADE
GREASE WASTE BELOW GRADE
SANITARY SEWER BELOW GRADE
INDIRECT DRAIN
SANITARY VENT
HW
HWR
FCO
GG
COTG
DOMESTIC HOT WATER
NATURAL GAS
FLOOR CLEANOUT
CLEANOUT TO GRADE
DOMESTIC HOT WATER RETURN
SOV
WCO
POC
PLUMBING FIXTURE DESIGNATION
WALL CLEANOUT
SHUT-OFF VALVE
POINT OF CONNECTION
GAS OR GATE COCK
WC-1
CW DOMESTIC COLD WATER
FS
FD
1
(E)
(N)
ABV
EXIST'G
FLOOR SINK
FLOOR DRAIN WITH TRAP PRIMERS
EXISTING
NEW
VTR
VCP
AP
CLG CEILING
VENT THROUGH ROOF
VITRIFIED CLAY PIPE
ACCESS PANEL
ABOVE
WH PLUMBING EQUIPMENT DESIGNATION
N.T.S 7
.
.
RAISED CURB (IF ANY)
FINISHED FLOOR
FLOOR SINK
"P"TRAPRAISED CURB (IF ANY)
VERIFY TO COMPLY
W/LOCAL CODE
REGULATIONS
2"
2"2"
6"
1'-0"
.
TRAP PRIMER DETAIL N.T.S 5
N.T.S 4PIPE/FOOTING LOCATION
FLOOR SINK INDIRECT VENT DETAILN.T.S 2
The maximum developed length of the trap arm from the trap weir to the
inner
edge of the vent shall be within the distance given in Table 1002.2. The
minimum trap arm length shall be two (2) times the diameter of the trap
arm.
Please correct.
No more than one-third (1/3) of the total permitted length, per Table
703.2, of any minimum sized vent shall be installed in a horizontal
position.
Horizontal vents below the flood rim of the fixture not allowed for
plumbing
Fixtures that are within trap arm distance of walls.
that indirect waste piping from food handling fixtures or
equipment shall be separately piped by means of an airgap to the indirect
waste receptor and shall not be combined with any other indirect waste
piping.
NOTES N.T.S 3
N.T.S 6CONSTRUCTION NOTES:
NOT IN CONTRACT
1'
-
1
"
5'
EXISTING KITCHEN
KTV
KITCHEN
EX
I
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T
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G
4
"
S
E
W
E
R
L
I
N
E
6FUWC
6FUWC
2FU
LA
V
2FU
LA
V
3"2% 104FU
4"2% 114FU
WASTE AND VENT PLAN
SCALE: 3/32"=1'-0"
EX
I
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4
"
S
E
W
E
R
L
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6FUWC
6FUWC
2FU
LA
V
2FU
LA
V
3"2% 16FU 3"2% 8FU4"2% 112FU
2FUPS
2FUHS
2FUPS
2FU3CS
2FUPS
2FUHS
4"
2
%
1
1
4FU
3"2%
2FU
3"2% 6FU 3"2% 6FU
4"
2
%
1
20
FU
4"
2
%
1
20FU
4"
2
%
1
2
6FU
3"2% 6FU3"2% 6FU3"2% 6FU3"2% 6FU
3"2% 104FU3"2% 16FU
6FUWC
6FUWC
6FUWC
6FUWC
6FUWC
2FU
LA
V
2FU
LA
V
2FU
LA
V
2FU
LA
V
6FUWC
6FUWC
6FUWC
6FUWC
6FUWC
6FUWC
6FUWC
2FU
LA
V
2FU
LA
V
2FU
LA
V
2FU
LA
V
6FUWC
1FUUR1FUUR1FUUR1FUUR2FU
LA
V
2FU
LA
V
2FU
LA
V
2FU
LA
V
6FUWC
6FUWC
6FUWC
6FUWC
6FUWC
3"2% 20FU
3"2% 6FU
3"2
%
2
0
F
U
3"2
%
1
0
F
U
3"2
%
6
F
U
3"
2
%
6
F
U
3"2% 40FU
2FU
FD
W
/
T
P
2FU
2FU FD
W/
T
P
1FUDF1FUDF
C.OCLEANOUTSPER 707.0 CPC
C.OCLEANOUTSPER 707.0 CPC
C.O CLEANOUTSPER 707.0 CPC
4"
2
%
1
20FU
PS
DR
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DRAIN TO F/S
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LEGEND
DUCT SIZE SCHEDULE
GENERAL NOTES
.D.Altered Duct Systems. When new or replacement space-conditioning system ducts are installed to serve an existing building, the new ducts shall meet the requirements of Section 120.4. If the space conditioning system meets the criteria of Sections140.4(l)1, 2, and 3, the duct system shall be sealed as confirmed through field verification and diagnostic testing in accordance with the procedures for duct sealing of an existing duct system as specified in Reference Nonresidential Appendix NA2 to
meet one of the following requirements:i.If the new ducts form an entirely new or replacement duct system directly connected to the air handler, the measured duct leakage shall be equal to, or less than 6 percent of the system air handler airflow as confirmed by field verification anddiagnostic testing utilizing the procedures in Reference Nonresidential Appendix NA2.1.4.2.1. Entirely new or replacement duct systems installed as part of an alteration shall be constructed of at least 75 percent new duct material, and up to 25
percent may consist of reused parts from the building's existing duct system including, registers, grilles, boots, air handlers, coils, plenums, and ducts if the reused parts are accessible and can be sealed to prevent leakage.
ii.If the new ducts are an extension of an existing duct system, the combined new and existing duct system shall meet one of the following requirements:
a.All appliances designed to be in a fixed position shall be securely fastened in place in accordance with the manufactures installation instructions. Supports for appliances shall be designed and constructed to resist horizontal and vertical loadswithin the stress limitations of the CBC. ( CMC 303.4 )
b.All materials exposed within ducts and plenums including any above ceiling return air plenum shall be noncombustible or shall have a flame spread index not to exceed twenty-five 25 and a smoke developed index not to exceed then fifty
50 when tested as a composite product in accordance with ASTM E 84 OR UL 723 and shall comply with all requirements of the 2019 CMC Section 602.2.c.Installation of ducts shall be in accordance with Section 603.0 of the 2019 CMC. • All ductwork for heating and cooling system or evaporative cooling system shall be conducted through duct systems constructed of metal as set forth in theSMACNA HVAC Duct Construction Standard – Metal and Flexible. Factory made air ducts shall be approved for the use intended or shall comply with the 2019 CMC referenced standards Chapter 17. • Joints and seems for duct systems shall
comply with SMACNA HVAC Duct Construction Standard – Metal and Flexible. Joints of ducts systems shall be made substantially airtight by means of tapes, mastics, gasketing, or other means. Crimp joints for round ducts shall have a contact lapof not less than 1 1/2” and shall be mechanically fastened by means of not less than 3 sheet-metals screws equally spaced around the joint, or an equivalent fastening method. • Ducts shall be supported at each change of direction and inaccordance with SMACNA HVAC Duct Construction Standard – Metal and Flexible.
d.Ducts and plenums shall comply with Section 120.4 of the 2019 California Building Energy Efficiency Standards. • Portions of supply-air and return-air ducts conveying heated or cooled air located in one or more of the following spaces shall beinsulated to a minimum installed level of R-8:a.Outdoors; orb.In a space between the roof and an insulated ceiling; or
c.In a space directly under a roof with fixed vents or openings to the outside or unconditioned spaces; ord.In an unconditioned crawlspace; or
e.In other unconditioned spaces • Portions of supply-air ducts that are not in one of these spaces, including ducts buried in concrete slab, shall be insulated to a minimum installed level of R 4.2 (or any higher level required by CMC Section 604.1
or be enclosed in directly conditioned space. • All factory-fabricated duct systems shall comply with UL 181 for ducts and closure systems, including collars, connections, and splices, and be labeled as complying with UL 181. • Factor-made rigidfiberglass and flexible ducts for fieldfabricated duct systems shall comply with UL 181.
MECHANICAL NOTE :
SECTION 141.0 – ADDITIONS, ALTERATIONS, AND REPAIRS TO EXISTING NONRESIDENTIAL, HIGH-RISE RESIDENTIAL, AND HOTEL/MOTEL BUILDINGS, AND TO EXISTING
OUTDOOR LIGHTING, AND TO INTERNALLY AND EXTERNALLY ILLUMINATED SIGNS
(b) Alterations.
a. The measured duct leakage shall be equal to or less than 15 percent of the system air handler airflow as confirmed by field verification and diagnostic testing utilizing the procedures in Reference Nonresidential Appendix Section NA2.1.4.2.1; orb. If it is not possible to comply with the duct leakage criterion in Subsection 141.0(b)2Diia, then all accessible leaks shall be sealed and verified through a visual inspection and a smoke test performed by a certified HERS Rater utilizing the methods
specified in Reference Nonresidential Appendix NA2.1.4.2.2.
EXCEPTION to Section 141.0(b)2Dii: Duct Sealing. Existing duct systems that are extended, which are constructed, insulated or sealed with asbestos are exempt from the requirements of subsection 141.0(b)2Dii.
Continuous Insulation R-value: R-8
U-factor : 0.082
Nonresidential
-
0.0
0.0
0.0
0.0
0.0
0.0
Wood Framed and Others
R-11 insulation
NOTE:Factory made flexible air
ducts shall comply with UL 181NOTE:Factory made flexible air ducts shall comply with UL 181
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2022 IMC VENTILATION CALCULATIONS
Rp= 7.5 CFM/PERSON (TABLE 402.1)
* SECTION 403.3.1.1 - EQUATION 4 - 1
Pz= 64 PEOPLE
Ra= 0.18 CFM/FT2 (TABLE 402.1)
Az= 1022 FT2
NOTE: 40% OF SEATS ACCOUNTED FOR IN THE
DINNING SERVICE AREA
Vbz= 664 CFM MIN. OUTDOOR AIRFLOW AT THE BREA THING ZONE
*SECTION 403.3.1.3 - EQUATION 4 - 2
Vbz= 664 CFM MIN. OUTDOOR AIRFLOW AT THE BREA THING ZONE
Ez= 830 ZONE AIR DISTRIBUTION EFFECTIVENESS (TABLE 403.3.1.2)
Voz= 830 CFM MIN. ZONE OUTDOOR AIRFLOW
Vbz =RpPz+RaAz
Voz =Vbz/Ez
SO 1000 CFM > 830 CFM MIN IT'S OK .
DUCT SIZE SCHEDULE
LEGEND:
1'
-
1
"
5'
20
"
Ø
16
"
Ø
13
"
Ø
9"Ø
200 CFM
9"Ø
200 CFM
11"Ø
400 CFM
13"Ø
400 CFM
15"Ø
400 CFM
15
"
Ø
9"
Ø
13
"
Ø
14"Ø
400 CFM
16"Ø
400 CFM
11"Ø
400 CFM
13"Ø
600 CFM
16"Ø
700 CFM
20"Ø
700 CFM
18"Ø
1600 CFM 18"Ø
800 CFM
14
"
Ø
13"Ø
600 CFM
16"Ø
700 CFM
20"Ø
700 CFM
20
"
Ø
16
"
Ø
13
"
Ø
13"Ø
600 CFM
16"Ø
700 CFM
20"Ø
700 CFM
18"Ø
1600 CFM
18"Ø
1600 CFM
13"Ø
400 CFM
9"Ø
200 CFM
15"Ø
400 CFM
13"Ø
400 CFM
9"Ø
200 CFM
15"Ø
400 CFM
20
"
Ø
16
"
Ø
13
"
Ø
15
"
Ø
9"
Ø
13
"
Ø
9"
Ø
13
"
Ø
MECHANICAL PLAN
12"Ø
400 CFM
12"Ø
400 CFM
12"Ø
400 CFM
14"Ø
12"Ø
400 CFM
12"Ø
400 CFM
12"Ø
400 CFM
12"Ø
400 CFM
12"Ø
400 CFM
12"Ø
12"Ø
12"Ø
400 CFM
14"Ø
200 CFM
14"Ø
800 CFM
12"Ø 12"Ø
16"Ø
14"Ø14"Ø
800 CFM
10"Ø
200 CFM
10"Ø
200 CFM
11"Ø
400 CFM
16
"
Ø
12"Ø
400 CFM
14"Ø
200 CFM
14
"
Ø
14
"
Ø
14
"
Ø
14
"
Ø
12"Ø
400 CFM
14"Ø
200 CFM
14"Ø
200 CFM
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1020 S. BALDWIN AVENUE,
ARCADIA, CA (JOB # 25-253)
NEW CONCOURSES, STAIRS AND RAMPS WITHIN (E) BLDG. STRUCTURAL GENERAL NOTES SHEET KWEI CONSULTING ENGINEERS, INC.
GENERAL CONCRETE & REINFORCEMENT CONCRETE & REINF. (CONT'D) STRUCT-1 OSB FRAMING STATEMENT OF SPECIAL INSP.
1.
?i
飞
5
4“
THE NOTES AND SPECIFICATIONS GIVEN ON THE STRUCTIJRAL DRA'MNGSPERTAIN TO THE S飞UCTIJRAL SYSTEM. THEY ARE NEITHER COMPlfTE NORDO THEY REPLACE THE CONTRACT SPECIFICATIONS OR OWNERREQUIREMENTS,CODE: CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE 2022CALIFORNIA BUILDING CODE (CBC) AND 2022 AMERICAN SOCIETY OF CIVILENGINEERS (ASCE 07)GENERAL DETAILS: NOTES ON THESE SHEETS SHALL APPLY UNLESSSPECIFICALLY SHOWN OR NOTED OTHER'MSE. CONS识UCTION DETAILS NOTFULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FORSIMILAR CONDITIONS. ALL WORK OR CONSTRUCTION SHALL COMPLY 'MTHALL APPLICABLE BUILDING CODES, REGU队TION AND SAFETY REQUIREMENTS.DISCREPANCIES: THE CONTRACTOR SHALL INFORM THE ENGINEER INWRITING OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRA'MNGSOR IN THE SPECIFICATIONS OR OF ANY VARIATIONS NEEDED IN ORDER TOCONFORM TO CODES, RULES AND REGULATIONS. UPON RECEIPT OF SUCHINFORMATION, THE ENGINEER WILL SEND WRITTEN INSTRUCTIONS TO ALLCONCERNED. AN丫SUCH DISCREPANCY, OMISSION, OR VARIATION NOTREPORTED SHALL BE THE RESPONSIBLITY OF THE CON识ACTOR,AND WORKSHALL BE PERFORMED IN A MANNER AS DIRECTED BY THE ENGINEER.5.SHORING: IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBLITY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING, AND FORM WORK, AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING THECONS识UCTION OF THIS BUILDING. EXCESS LOAD CAPACITY OF SLAB SHALLNOT EXCEED LOADS EQUIVALENT TO THE DESIGN SUPERIMPOSED LOADSLISS CONSTRUCTION DEAD AND LJVE LOADS, DESIGN SUPERIMPOSED LOADSINCLUDE LIVE LOAD, PARTITION LOAD, AND ANY OTHER LOAD NOT IN PLACEAT THE TIME OF SHORING,6.EXCAVATION: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALLEXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTIONOF ADJACENT PROPERTY, STRUCTIJRES, STREETS AND UTILITIES INACCORDANCE'MTH THE LOCAL BUILDING DEPAR1MENT.7.OTHER TRADES: SEE ARCHITECTURAL, EUECTRICAL, AND MECHANICALDRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHEROPENINGS AND DETAILS NOT SHOWN ON THESE STRUCTURAL DRAWINGS.ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED WITH THEARCHITECTURAL DRAWINGS.8.TEMPORARY BRACING SHALL BE PRO邓DED AS: REQUIRED TO HOLD ALLCOMPONENTS OF THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT ISSECURELY ANCHORED.9.SAFETY: THE CONTRACTOR SHALL ADEQUATELY PROTECT HIS WORK,ADJACENT PROPERTY, AND THE PUBUC, AND BE RESPONSIBUE FORDAMAGE OR INJURY DUE TO HIS ACT OR NEGUECT.10.INSPECTIONS: ANY INSPECTIONS, SPECIAL OR OTHERWISE, THAT AREREQUIRED BY THE BUILDING CODES, LOCAL BUILDING DEPAR叩ENTS,ORTHESE PLANS, SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY.JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE, OR SUBSTITUTE,INSPECTIONS UNLESS SPECIFICALLY CON识ACTED FOR.
DESIGN CRITERIA 1.LJVE LOADS: 衵E BUILDINGS WI旧IN THIS PROJECT ARE DESIGNED FOR 开iEFOLLOWING UNIFORM AND CONCEN识A在D LIVE LOADS AS SET FOR旧 INTABLE 4. 3-1 OF ASCE 07-22:
OCCUPANCY OR USE UNIFORM CONCEN识A在D(psi) (lbs.) FLOOR LIVE LOAD (WA凶ING)100
2.SEISMIC LOADS: THE BUILDINGS WlTHIN THIS PROJECT ARE DESIGNED FORTHE FOLLOWING SEISMIC LOADS AND CRITERIA FROM SECTION 11.4 OF ASCE07-22:TYPE AND LOCA TlON OF ABBREV. VALUEAPPLICATION a.SEISMIC IMPORTANCE FACTOR I 1.0 b.MAPPED SPECTRAL ACCELERATION Ss 2.270 S1 0.760 c.SITE CLASS D d.DESIGN SPEC甘!AL ACCE压RATION Sds 1.521 Sd1 1.148 e.SEISMIC DESIGN CATEGORY E I.RISK CA兀GORY II
1.
2.
3.
4“
5.
DEBRIS: REMOVE ALL DEBRIS FROM FORMS BEFORE POURING. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN WALLS, COLUMNS AND DROP CAPITALS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. USE HOPPERS, CHUTES OR TRUNKS OF VARYING LENGTH SO THAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED EIGHT FEET, AND A SUFFICIENT NUMBER SHALL BE USED TO ENSURE THAT THE CONCRETE IS KEPT LEVEL AT ALL TIMES. INSERTS: ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING, DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES, ETC .. SHALL BE SECURELY POSITIONED IN THE FORMS BEFORE PLACING SPLICES: SPLICE BARS IN MEMBERS SUCH AS SPANDRELS, BEAMS, ETC., AS FOLLOWS: TOP BARS AT CENTERLINE OF SPAN, BOTTOM BARS AT THE SUPPORT. ALL REINFORCING STEEL SHALL BE SECURELY 111RED AND PROPERLY SUPPORTED ABOVE GROUND AND AWAY FROM THE FORMS. LAP CONTINUOUS REINFORCING 30 BAR DIAMETERS IN BEAMS AND 36 BAR DIAMETERS IN SLAB. CONSTRUCTION JOINTS: CONSTRUCTION JOINTS SHALL HAVE ENTIRESURFACE REMOVED TO EXPOSE CLEAN, SOLIDLY EMBEDDED AGGREGATE. THE CONTRACTOR SHALL OBTAIN THE ENGINEER'S APPROVAL OF CONSTRUCTION JOINT LOCATION IN SLABS AND BEAMS. 6.TEMPERATURE AND SHRINKAGE REINFORCEMENT: SHALL HAVE A LAP OFTHIRTY (30) BAR DIAMETERS, BUT NOT LESS THAN 18 INCHES, AND THESPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN FIVE (5) FEETAPART.7.REBAR GRADES: ALL REINFORCING STEEL SHALL BE NEW STOCK DEFORMEDBARS CONFORMING TO ASTM A615 AS FOLLOWS AND COMPLY WITH ACI 318-19, SECTION 20.2.2.5:#3 & SMALLER BARS ........... ……............ …·….. GRADE 40 #4 & LARGER BARS ................. ……....... …... ….GRADE 60 THE ACTUAL YI且D STRENGTH BASED ON MILL TESTS SHALL NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI (RETEST SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3,000 PSI) AND 旧E RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO 旧E ACTUAL TENSILE YIELD STRENGTH IS NOT LESS THAN 1.25. 8.WELDED \\1RE FABRIC: WELDED \\1RE FABRIC SHALL CONFORM TO ASTM A82AND A185.9.REBAR COVER: MINIMUM REBAR COVER FOR CONCRETE SHALL BE PERSECTION 20.6.1.2 THROUGH 206.1.4 OF ACI 318 AND TOLERANCE PERSECTION 26.6.2.1 OF ACI 318 AS SHOWN BELOW:
CONCRETE EXPOSURE CONDITION MINIMUM TOLER（－A） NCE COVER
1.CAST AGAINST AND PERMANENTLY 寸 3/8 INCH EXPOSED TO EARTH:2.EXPOSED TO EARTH OR WEATHER:NO. 5 AND SMALLER BARS 1-1/2"1/4 INCH NO. 6 AND LARGER BARS 2" 1/4 INCH 3.NOT EXPOSED TO EARTH OR Wt.A THER ORIN CONTACT�TH THE GROUND:SLABS, WALLS, JOISTS: 3/4" 1/8 INCH NO. 11 AND SMALLER BARS BEAMS, COLUMNS: PRIMARY REINF., TIES, STIRRUPS, 1-1/2"1/4 INCH SPIRALS 11.TOLERANCES FOR REBAR PLACEMENT: TOLERANCE FOR LONGITUDINALLOCATION OF BENDS AND ENDS OF REINFORCEMENT SHALL BE PLUS ORMINUS TWO (2) INCHES, EXCEPT AT DISCONTINUOUS ENDS OF MEMBERSWHERE TOLERANCES SHALL BE士1/2 INCH.12.CONCRETE COMPRESIVE STRENGTH AND OTHER PROPERTIES: SHALL BEAS SHOWN IN TABLE BELOW:
CONCRETE USE STRENGTH @ SLUMP AIR AGGREGATE AGGREGA兀28 DAYS (osil SIZE TYPEPOUR-IN-PLACE 2500 4•3/4" CONCRE芷 SLAB HARDROCK COLUMN 2500 4•FOOTINGS 3/4" HARDROCK CONTINUOUS 2500 4•FOOTINGS 3/4" HARDROCK
GRADE BEAM 3000 4•3/4" HARDROCK
13.CONCRETE WEIGHT: ALL CONCRETE SHALl BE OF 'NORMAL'WEIGHT OF 150POUNDS PER CUBIC FOOT UNLESS NOTED OTHERWISE.14. AGGREGATE: SIZE OF AGGREGATE SHALL CONFORM TO ASTM C33 ORC330. AGGREGATES SHALL BE CLEAN AND WELL-GRADED AND COMPLY TOSECTION 26.4.2 OF ACI 318.3/4" ....................................... ASTM SIZE C33 1''........................................... ASTM SIZE 330 15.CEMENT: SHALL BE PORTLAND CEMENT TYPE I THAT CONFORMS TO ASTM C150 AND COMPLY WITH TO ASTM STANDARDS PER SECTION 26.4.1.1.1 (a) OFACI 318, UNLESS NOTED OTHERWISE.16.CONCRETE AGE: NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEENCONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS APPROVED B丫TESTING AGENCY.17.WET SET: REINFORCEMENT MAY NOT BE WET SET IN CONCRETE POURS.18.ROUGHENED SURFACES: WHERE INDICATED ON THE DRAWINGS, ROUGHENEDSURFACES SHALL BE PROVIDED BY MEANS OF HEAVY RAKING OR GROOVING.OTHER METHODS MAY BE ACCEPTABLE PENDING WRIT兀N APPROVAL FROMTHE ENGINEER. All INTERFACING SURFACES MUST BE CLEAN AND FREE OFLOOSE MATERIALS.19.ADMIXTURES: ADMIXTURES CAN ONLY BE ADDED TO THE CONCRETE MIXWITH THE REVIEW AND APPROVAL OF THE ENGINEER AND SHALL COMPLYWITH ASTM STANDARDS PER SECTION 1903.6 OF LABC, UNLESS NOTEDOTHERWISE. ADMIXTURES CONTAINING CHLORIDES SHALL NOT BE USED.20.PIPES: SLEEVE ALL PIPES THRU SLABS INDIVIDUALL丫；UNLESS APPROVEDBY ENGINEER.21.HOOKS: ALL REINFORCING SHOWN TO BE HOOKED SHALL HAVE STANDARDHOOKS UNLESS SHOWN OTHERWISE.
22.HOT WEATI,ER REQUIREMENTS: PER SECTION 26.5.5 OF ACI 318-19, DURINGHOT WEA旧ER,PROPER ATTENTION SHALL BE GIVEN TO INGREDIENTS,PRODUCTION M盯HODS,HANDLING, PLACING, PROTECTION AND CURING TOPREVENT EXCESSIVE CONCRETE TEMPERA TURES OR WATER EVAPORATION衵AT COULD IMPAIR阳E REQUIRED STRENG旧 OR SERVICEABILITY OF市EMEMBER OF STRUCTURE.23.WATER: PER SECTION 26.4.1.3 OF ACI 318-19, WATER USED IN MIXINGCONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS,ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS OR 0衵ER SUBSTANCES THATARE DELETERIOUS TO CONCRETE OR STEEL REINFORCEMENT.
FASTENER SCHEDULE ITEMS TO BE fAf,TENED FM.TENER TYPE ROOF SHEA THING 8d COMMON, U.N.O. FLOOR SHEATHING 10d COMMON (DEFORMED SHANK) OR, 钝FLAx 2" COARSE THREADED, YELLOW ZINC, T HEAD, WOOD SCREWS 3/8" SHEAR WAll SHEA THING 8d COMMON OR GALVANIZED BOX. 1 /2" SHEAR WALL SHEATHING 8d OR 10d COMMON OR GALVANIZED BOX. 1/2" GYPSUM BOARD 5d COOLER OR WALLBOARD, U.N.O. 5/8" GYPSUM BOARD 6d COOlfR OR WALLBOARD, U.N.O. STUCCO NO. 16 GAUGE STAPLES (7 /8" 7lf/1G6S" ), OR NO. 11 GAUGE (1-1/2" LONG, HEAD) HORIZONTAL STRAPS 10d COMMON OR 16d SINKER 2nd FLOOR HOLDOWN STRAPS 10d COMMON OR 16d SINKER (VERTICAL) FOUNDATION HOLDOWN STRAPS 16d COMMON AT HPAHD22S-TH2(DP) & MTT28B(VERTICAL) 16d SINKER AT HTT22 & SIMPSON SDS 1/4" X 3" SCREWS AT PHD HANGERS AS DIREC在D BY MANUFACTURER. SOLE PLA兀S 16d P-NAIL (GUN) GENERAL FRAMING 16d P-NAIL (GUN), U.N.O. BOL芷D CONNECTIONS A307 BOLTS W/STANDARD CUT WASHERS. MUD SILLS "HIL TI" 0.145" x 1.125" PENETRATION INTO CONCRETE, OR ITW RAMSET 0.140" x 1" PENETRA TlON INTO CONCRE在SEISMIC/WIND CLIPS AS DIREC在D BY MANUFACTURER. ITEMS NOT USlED AS DIREC兀D BY CODE AND/OR MANUF.
NAILING SCHEDULE
COMMON BOX �RE �RE PENE识ATION WIRE WIRE PENElRATION DIA. GAUGE INTO MAIN MEMBER DIA. GAUGE INTO MAIN MEMBER Bd 0.131" 10-1/4 MIN. 1.57" 8d 0,133' 11-1/2 MIN. 1.36吟
10d 0.148 9 MIN. 1.78" 10d 0.128' 10-1/2 MIN. 1.54" 12d 0.148 9 MIN. 1.78" 12d 0.128' 10-1/2 MIN. 1.54沁
16d 0.162 8 MIN, 1.94" 16d 0,135' 10 MIN. 1.52" 20d 0.192 6 MIN. 2.30" 20d 0.148' 9 MIN. 1.78吟NOTE: WE RECOMMEND THE USE OF NAILS AND STAPLES FROM (ICC ESR-1538) BY INTERNATIONAL STAPLE, NAIL AND TOOL ASSOCIATION (ISANTA)
SIMPSON CONNECTORS 1. TI-IE FOLLOWING PRODUCTS HAVE COMPLIANCE Will-I ANAPPROVED ICC ESR REPORT AS LISTED BELOW:
PRODUCT ICC ESR PRODUCT ICC ESR REPORT # REPORT # HOLDOWNS/BOLTS 」01ST HANGERS HDU, HDQ, HHDQ ESR-2330 LUS, HUS ESR-2549 SSTB, SB ESR-2611 W, HUTF ESR-2553 STRONG WALLS IUS, IUT, MIU, HUCQ ESR-2552 SW, WOOD STRONG叽 ESR-1267 BEAM HANGERS SSW, Sll. STRONGWL ESR-1679 U, HU, HUS, HGU ESR-2549 COLUMN CAPS / BASES STRAPS/TIES CC, CCQ, PC, BC ESR-2604 ST, MST, LSTI, MSTC ESR-2105 ABU ESR-1622 H, HGT ESR-2613 EPOJ<:TBOLTS FRAMING CLIPS SET XP ESR-2508 A35, LTP4 ESR-2606 SCREWS n兀N HD ESR-2713 SDS ESR-2236
SOIL SPECIFICATION
1.GEOTECHNICAL ENGINEER: SOILS REPORT NOT PROVIDED FOR THIS PROJECT,ALL VALUES ARE ASSUMED MINIMUM FROM THE 2022 CALIFORNIA BUILDINGCODE.2.ALLOWABLE SOIL BEARING PRESSURE: SOIL BEARING PRESSURE TO BEUSED IS 1,500 PSF.3.ALLOWABLE SOIL VALUES FOR THE DESIGN OF RETAINING WALLS:ALLOWABLE LATERAL (PASSIVE) RESISTANCE IS 150 PCF, WHILE THEMAXIMUM LATERAL (PASSIVE) RESISTANCE IS 500 PCF. COEFFICIENT OFFRICTION IS TO BE 0.25. THE ACTIVE PRESSURE FOR UNRES识AINED WALLWlTH LEVEL BACKFILL IS 25 PSF.4. REQUIRED FOOTING WIDTH AND DEPTH INFORMATION: THE MINIMUMCONTINUOUS FOOTING WIDTH IN ANY CASE IS 12 INCHES. MINIMUMEMBEDMENT INTO FOUNDATION MATERIAL IS 18 INCHES. THE MINIMUMREINFORCEMENT FOR CONTINUOUS FOOTINGS IS (2)-护REBARS TOP &BOTT叩．
STRUCT-1 0S8 SHALL BE IDENTIFIED W11H GRADE-TRADEMARK OF APA AND 1. MEET REQUIREMENTS OF PRODUCT STANDARD PS 1-95 AND/OR PS2-92. ROOF SHEA1HING OVER PREFAB TRUSSES OR RAF兀RS SPACED AT A MAXIMUM OF 24" O.C. SHALL BE A MINIMUM OF 1/2" C-D G-2 EXT-APA. ISNTALL WI衵 FACE GRAIN ACROSS SUPPORTS WI旧 EDGE BLOCKING AND PLY CUPS, NAIL AT矿O.C.ALONG PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS WI旧Bd COMMON NAILS. FLOOR SUBFLOOR (UNDERLA YMENT ABOVE) OVER PREFAB TRUSSES OR JOISTS AT 24" O.C. MAXIMUM SHALL BE A MINIMUM OF 1/2" CD EXT-APA 5&G. NAIL AT 6" O.C. ALONG PANEL EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS WI开iBd COMMON NAILS. WALLS W/ STUDS OVER 16" O.C. SHALL BE A MINIMUM OF 1/2" C-D G-2 INT-APA. INSTALL FACE GRAIN ACROSS SUPP氓TS WIH ALL PANEL EDGES BLOCKED. NAIL AS SHOWN IN WALL SCHEDULE. ALL STUD WALLS SHALL HAVE STUDS SPACED AT 16" O.C. MAXIMUM. ALL CORNERS AND INTERSECTIONS OF WALLS AND PARTITIONS SHALL HAVE AT LEAST 3 STUDS. WHERE SPECIFIC DETAILS DO NOT SHOW FRAMING, FOLLOW MANUAL FOR HOUSE FRAMING OF NFPA. 7.NON-LOAD BEARING PARTITIONS NOT SHOWN ON PLANS MAY HAVE STUDS AT24" O.C. AND USE Bd COMMON NAILS AT 12" O.C. AT BOUNDARIES ANDINTERMEDIATE SUPPORTS.8.DIAPHRAGM SHEA开IING NAILS OR 0阳 ER APPROVED SHEA 1HING CONNECTORSSHALL BE DRIVEN SO 1HAT 旧EIR HEAD OR CROWN IS FLUSH Wl1H THESURFACE OF 衵E SHEA开ilNG.
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ALL TIMBER DESIGN AND FABRICATION SHALL CONFORM TO THE "NATIONAL DESIGN SPECIFICATION FOR STRESS-GRADE LUMBER AND ITS FASTENINGS." ALL SAWN LUMBER SHALL BE GRADE MARKED BY ONE OF市E FOLLOWING ORGANIZATIONS: -W.C.L.1.8.-W.W.P.A.-N.L.G.A.
(STANDARD GRADING RULES #16). (STANDARD GRADING RULES). (STANDARD GRADING RULES FOR CANADIAN LUMBER) ALL SA\\111 LUMBER SHALL HAVE A MOSITURE CONTENT IN USE (AT THE TIME THE STRUCTURE IS WRAPPED) NOT TO EXCEED 19 PERCENT, REGARDLESS OF THE MOISTURE CONTENT AT THE TIME OF MANUFACURE. USE STRESS-RATED TIMBER FOR ALL WOOD STRUCTURAL MEMBERS. PROVIDE FOLL0\\1NG MINIMUM PROPERTIES FOR WOOD STRUCTURAL MEMBERS (DOUGLAS FIR -LARCH OR BETTER): 旦sp�q�s,4x12 & SMAL王R FRAMING MEMBERS NO. 2 ALL 4x14, 4x16, 6x OR Bx MEMBERS NO. 1 4x4 POSTS STANDARD ALL OTHER POSTS AND TIMBERS NO. 1 ALL 2x JOISTS AND RAF兀RS NO. 2 ALL 2x & 3x STUDS (UNBRACED STUD OR STANDARD LENGTH UP TO 10'-0") ALL 2x & 3x STUDS (UNBRACED NO. 2 LENGTH EXCEEDING 10'-0") ALL 2x TOP PLATES STANDARD ALL 2x AND 3x SILLS STANDARD MANUFACTURED TRUSS COMPONENTS GRADE PER MANUF. ALL SILL PLATES RESTING ON CONCRETE OR MASONRY TO BE PRESSURETREATED DOUGLAS FIR. ALL BOLTS SHALL BE ASTM A-307. ALL BOLT HOLES TO BE 1 /16" LARGER BOLT. PRESSURE TREATMENT OF ALL STRUCTURAL TIMBER SHALL MEET AWPA STANDARD P-E AND FIEDERAL STANDARD TT-W-550. THE TREATING PROCESS AND RESULTS THEREOF SHALL MEET FEDERAL SPEC. TT-W-571 G, AWPA COMMODITY STANDARD, AND AM. WOOD PRESERVERS BUREAU SIDS. LP-2 OR AWPA STANDARD C-2. ALL FIELD CUTS AND DRILLED HOLES IN STRUCTURAL TIMBER SHALL BE GIVEN THREE LIBERAL APPLICATIONS OF PRESERVATIVE IN ACCORDANCE WITH AWPA STANDARD M-4. MATERIALS, MANUFACTURE AND QUALITY CONTROL OF ALL LAMINATED WOOD SHALL BE IN CONFORMANCE 111TH VOLUNTARY PRODUCT STANDARDS PS 58-73; STRUCTURAL GLUED LAMINATED TIMBER, AND AITC 111-73. APPEARANCE OF ALL WOOD SHALL BE ARCHITECTURAL GRADE. ALL LAMINA TED WOOD SHALL BE SEA让D 111TH PENETRATING SEALER THAT WILL PERMIT FIELD APPLICATIONS OF PENETRATIN, PENETRATING SEALER SHALL BE APPLIED TO THE ENDS OF ALL MEMBERS AS SOON AS PRACTICABLE AFTER END TRIMMING. ALL LAMINATED WOOD SHALL BE TREATED BY THE 呤CELLON"PROCESS IN ACCORDANCE WITH STANDARD C-28 OF THE AMERICAN WOOD PRESERVERS ASSOCIATION, TO A RETENTION OF 0.6P/CU. FT. FASTENERS FOR PRESERVATIVE-TREATED WOOD SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE FOLL0\\1NG APPLIES TO ALL SHEAR WALLS WITH A SHEAR VALUE GREATER THAN 350 PLF. THESE WALLS SHALL BE CLEARLY IDENTIFIED ON THE PLANS AND PROVIDE 111TH THE FOLLOWINGS: a.3x SILL PLATES.b.3x STUDS AND BLOCKS BETWEEN ADJACENT PANELS.c.1/2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING.d. ALL PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED.e.FOR THE ANCHOR BOLTS IN SHEAR WALL SILL PLATE, PROv1DE.229'x3"x3" PLATE WASHERS 111TH SLOTTED CUT HO庄AS PER2305.3.11 OR AS SPECIFIED ON THE TABLE 2305.3.11 FORNON-SLOT芷D CUT PLATE WASHERS.HOLD-D0\\111 CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS; AND HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE STEEL PLATE WASHERS IN ACCORDANCE 111TH TABLE 2306.5 OF THE LA BUILDING CODE. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. FLOOR SHALL HAVE TONGUE AND GROOVE OR BLOCKED PANEL EDGES. PLYWOOD SPANS SHALL CONFORM 111TH TABLE 2304.7. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX. ALL BOLT HOLES SHALL BE DRILLED 1/32 TO 1/16" OVERSIZED. HOLD-D0\\111 HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION.
STATEMENT OF SPECIAL INSPECTIONS: CONTRACTORS RESPONSIBLE FOR THECONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING SYSTEM/COMPONENT LISTED IN THE 霄STATEMENT OF SPECIAL INSPECTION" SHALL SUBMIT A \\RIT兀NSTATEMENT OF RESPONSIBILITY TO THE BUILDING DEPAR飞ENT INSPECTORS AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON SUCH SYSTEM OR COMPONENT PER SECTION 1706.1. SPECIAL INSPECTION FOR CONCRETE CONSTRUCTION, TABLE 1705.3 REFERENCE VERIFICATION AND INSPECTION CONT. PERIOIJIC STANDARD 1.INSPECTION OF REINF. STEEL, INCLUDING
八�2 r62o.5a6r..2,1u , -1o2e2n56ns ... 36, , .L3 U, PRESTRESSING TENDONS, & VERIFY PLACEM.2.REINFORCING BAR WELDING:a.VERIFY WELDABILITY OF REINF BARS0旧ER阳AN ASTM A706; AWS D1.4 b.INSPECT SINGLE-PASS FlllET WELDS,ACI 318 : 26.6.4 MAXIMUM 5/16'; AND c.INSPECT ALL OTHER WELDS.3.INSPECT ANCHORS CAST IN CONCRETE.ACI 318: 17.8.2 4.INSPECT ANCHOR POST-INSTALLED INHARDENED CONCRE在 MEMBERS.a.ADHESIVE ANCHORS INSTALLED IN HORIZ.OR UPWARDLY INCUNED ORIENTATIONS TO ACI 318 : 17.8.2.4 RESIST SUSTAINED 兀NSION LOADS.b.MECHANICAL ANCHORS AND EXPANSION X AC I 318: 17.B.2 ANCHORS NOT DEFINED IN 4.a.5.VERIFY THE USE OF REQURIED DESIGN MIX AC2I 6.341.38,: 2C6H.4. .14 9,BC 190 4.11, 90 8190.34.2 190 8.2, 6.PRIOR TO CONCRETE PLACEMENT, FABRICATE AASClM I 32C1618 : .72 12 诬C.43,1, SPECIMENS FOR STRENG旧布STS,PERFORMSLUMP AND AIR CON兀NT 兀STS,DE兀RMINE CBC 190 8.10 THE TEMPERA T\JRE OF THE CONCRETE.7.INSPECT CONCRETE AND SHOTCRETE PLACE!龙ACC1I 913091808.8
6: ., 8
2169.5 80.lFOR PROPER APPLICATION TECHNIQUES.8.VERIFY MAIN兀NANCE OF SPECIFIED CURING ACI 318 : 26.5.3-26.5.5 TEMPERATURE AND TECHNIQUES.CBC 190 8.9 9.INSPECT PRESTRESSED CONCRETE FOR:a.APPLICATION OF PRESTRESSING FORCES;b.GROUTING BONDED PRESTRESSING TENDONS ACI 318 : 26.10
10.INSPECT ERECTION OF PRECAST CONCRETE ACI 318 : 26.8 MEMBERS.11.VERIF丫IN-SITU CONC. STRENG扣，PRIOR TSTRESSING OF TENDONS IN POST-TENSIONE �C l 318 : 26.11.2 CONCRETE, PRIOR TO REMOVAL OF SHORESFORMS FROM BEAMS AND STRUCT. SLABS.12.INSPECT FORM WORK FOR SHAPE, LOCATIONAND DIMENSIONS OF THE CONCRE兀MEMBE �Cl 31 B: 26.11.2(b) BEING FORMED
REFERENCE VERIFICATION AND INSPECTION CONT. PERIODI STANDARD 1.MA在RIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS & WASHERSa.IDENTIFICATION MARKINGS TO AISC 335, A3.4 CONFORM TO ASTM STANDARDS AISC LRFD, A3.3 b.MANUFACTIJRER'S CERTIFICATE OFCOMPLIANCE REQUIRED2.INSPECTION OF HIGH-STRENG1H BOLTINGa.BEARING TYPE CONNECTIONS AISC LRFD b.SLIP-CRITICAL CONNECTIONS SECTION M2.5 3.MA TERI AL VERIFICATION OF STRUCTURAL STEELa.IDENTIFICATION MARKINGS TO AS1M A 6 OR CONFORM TO ASTM STANDARDS ASTM A 568 b.MANUFACTURER'S CERTIFIED MILL AS飞 A 6 OR TEST REPORTS ASTM A 568 4.MA TERI AL VERIFICATION OF 怔LD FILLER MATERIALS:a.IDENTIFICATION MARKINGS TO AISC, ASD, A3.6 CONFORM TO ASTM STANDARDS ASIC LRFD, A3.5 b.MANUFACTIJRER'S CERTIFIED MILLTEST REPORTS 5.INSPECTION OF WELDING:a.STRUCTURAL S兀EL:1)COMPLE在 PARTIAL PENE1RATIONGROOVF. 怔LOS2)MULTIPASS FlLLET WELDS AWS D1.1 3)SINGLE-PASS FILLET WELDS > 5/164)SINGLE-PASS FILLET WELDS < 5/16 X 5)FLOOR AND DECK WELDS AWS D1.3 b.REINFORCING S在EL:1)VERIFICATION OF WELDABIUTY OFREINFORCING STEEL NOT ASTM A7062)REINFORCING STEEL -RESISTING AWS D1.4 FLEXURAL & AXIAL FORCES ACI 318: 3志5.2MOMENT FRAMES AND SPECIALREINFORCED CONCRE在 WALLS3)SHEAR REINFORCEMENT4)OTHER REINFORCING STEEL6.INSPECTION OF STEEL FRAME JOINTDETAILS FOR COMPLIANCEa.DETAILS W/ BRACING & STIFFENINGb.MEMBER LOCATIONSc.APPLICATION OF JOINT DETAILS
SPECIAL INSPECTION FOR STEEL CONSTRUCTION
SHEET INDEX
S1 GENERAL N01£S SHEET S2 FOUNDATION PLAN S3 SECTIONAL VIEW SD1 STRUCTURAL DETAILS (1)
ABBREVIATIONS
A.F.F. ABOVE FINISH FLOOR O.C.ON CEN在RA.L.F.F. ABOVE LOWEST FINISH FLOOR PCF POUNDS PER CUBIC FOOT
庉 CENTER LINE PCI POUNDS PER CUBIC INCH CLR CLEAR PLF POUNDS PER UNEAR FOOT CONG. CONCRE花 PSF POUNDS PER SQUARE FOOT CONT. CONTINUOUS PSI POUNDS PER SQUARE INCH E.W. EACH WAY Sll. STEEL F.O.W. FACE OF WALL T&B TOP AND BOTTOM F.F. FINISHED FLOOR T.O.P. TOP OF PARAPET GA GAUGE OR GAGE T.O.S. TOP OF STEEL HOR. HORIZONTAL T.O.W. TOP OF WALL IBC INTERNATIONAL BUILDING CODE 识ANS. 识ANSVERSEKSI KIPS PER SQUARE INCH TYP. TYPICAL LONG. LONGITUDINAL UBC UNIFORM BUILDING CODE MAX. MAXIMUM U.N.O. UNLESS NOTED 0111ER\\1SE MIL MIL THICKNESS /.001 IN.) VERT. VERTICAL MIN. MINIMUM WI WITH MFR MANUFACTURER W/0 WITHOUT N.T.S. NOT TO SCALE WWM WELDED�RE MESH
STATEMENT OF SP. INSP (CONT
2.IN ADDITION: BESIDES llHE INSPECTIONS REQUIRED BY SECTION 1701 OF THECBC, llHE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TOPROVIDE INSPECTIONS DURING CONSTRUCTION ON llHE TYPES OF WORK LISTEDUNDER SECTION 1705. llHE SPECIAL INSPECTOR SHALL BE A QUALIFIEDPERSON WHO SHALL DEMONSTRATE COMPETENCE, TO llHE SATISFACTION OFTHE BUILDING OFFICIAL, FOR INSPECTION OF llHE PARTICULAR TYPE OFCONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.ALL SPECIAL INSPECTION REPORTS SHALL BE SIGNED AND SEALEDBY A LICENSED ENGINEER.STRUCTURAL OBSERVATION 1.UNDER SECTION 1704.6.1 OF THE CBC CODE, STRUCTURAL OBSERVATIONSSHALL BE PROVIDED FOR THOSE STRUCTURES ASSIGNED TO SEISMIC DESIGNCATEGORY D, E OR F WHERE ONE OR MORE OF THE FOLL0\\1NG CONDITIONSEXIST:a.WHEN SUCH OBSERVATION IS SPECIFICALLY REQUIRED BY THEBUILDING OFFICIAL.2.THE OWNER SHALL EMPLOY A REGISTERED DESIGN PROFESSIONAL TOPERFORM STRUCTURAL OBSERVATION AS DEFINED IN SECTION 1704.6.1 OR1704.6.2. DEFICIENCIES SHALL BE REPORTED IN WRITING TO THE OWNERAND THE BUILDING OFFICIAL. AT THE CONCLUSION OF THE WORK INCLUDEDIN THE PERMIT, THE STRUCTURAL OBSERVER SHALL SUBMIT TO THE BUILDINGOFFICIAL A WRIT庄N STATEMENT THAT THE SITE VISITS HAVE BEEN MADEAND IDENTIFY ANY REPORTED DEFICIENCIES WHICH, TO THE BEST OF THESTRUCTURAL OBSERVER'S KNOWLEDGE, HAVE NOT BEEN RESOLVED.
County of Los Angeles
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PROJECT TITLE
NEW CONCOURSES, STAIRS, RAMPS
SHEET TITLE
GENERAL NOTES SHEET
07/15/2025 REVISION DATE:
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PROJECT TITLE
NEW CONCOURSES, STAIRS, RAMPS
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DRAWN/CHK BY:
DATE: 05/01/2025
JOB NO.:
BR/PK
25-163
SHEET NUMBER
FOUNDATION PLAN SCALE: 1/8"=1'-0"
VERIFY ALL DIMENSIONS HEREIN WITH FIELD MEASUREMENTS AND ARCHITECTURAL DRAWINGS FIELD TO VERIFY ALL EXISTING MEMBER SIZES AND SPACINGS S2
KWEI CONSULTING ENGINEERS, INC.
611 WILSHIRE BLVD., SUITE 900,LOS ANGELES, CA 90017PHONE: {949) 395-6954EMAIL: PETER @KWEICONSULTINGENG.COM
CLIENT
l 020 S. BALDWIN AVE.,
ARCADIA, CA
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NEW CONCOURSES, STAIRS, RAMPS
SHEET TITLE
SECTIONAL VIEW
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VERIFY ALL DIMENSIONS HEREIN WITIH FIELD MEASUREMENTS AND ARCHITECTURAL DRAWINGS FIELD TO VERIFY ALL EXISTING MEMBER SIZES AND SPACINGS
言三A－今A－今丛八07/15/2025
REVISION DATE:
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DA TE: 05/01/2025
JOB NO.: 25-163
SHEET NUMBER
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TABLE C -MINIMUM BEND TABLE lYPICAL REINFORCEMENT STIRRUPS AND TIES REBAR MIN. BEND DIAMETERS PER REBAR MIN. BEND DIAMETERS PER NUMBER *CBC 1907.2.1 NUMBER *CBCl907.2.l
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PROJECT TITLE
NEW CONCOURSES, STAIRS, RAMPS
SPLICE DETAIL FOR REBARS IN CONCRETE 7 6 5 (N)GUARDRAIL FRAMING 1
SHEET TITLE
STRUCTURAL
DETAILS (1}
07/15/2025 REVISION DATE:
12 11 10 9 8
DELT户｀ 乙穴1··:··•·•·•····•·•····••·•····•·•······•·•·1-
乙穴 －产
........................................... -
........................................... -
DRAWN/CHK BY: BR/PK
DATE: 05/01/2025
JOB NO.: 25-163
SHEET NUMBER
17 16 15 14 13 SD 1
NEW CONCOURSES, STAIRS AND
RAMPS WITHIN (E) BLDG.
1020 S. BALDWIN AVENUE,
ARCADIA, CA (#25-253):
TABLE OF CONTENTS:
1 OF 13
07/15/2025
2 OF 13
γ
σ σ
σ σ
μ
ϕ
ϕ ϕ
ϕ ϕ
3 OF 13
ϕ
ϕ ϕ
ϕ
ϕ ϕ
ϕ
4 OF 13
ASCE Hazards Report
Address:
1020 S Baldwin Ave
Arcadia, California
91007
Standard:ASCE/SEI 7-22 Latitude:34.128101
Risk Category:II Longitude:-118.054238
Soil Class:D - Stiff Soil Elevation:484.17265631701537 ft
(NAVD 88)
Page 1 of 4https://ascehazardtool.org/Tue Jul 15 2025
5 OF 13
PGA M : 0.88
SMS : 2.28
SM1 : 1.72
SDS : 1.52
SD1 : 1.15
TL :8
SS : 2.27
S1 : 0.76
VS30 : 260
Seismic Design Category: E
Multi-Period Design SpectrumMulti-Period Desigigigign SpSpectrum
S (g) vs T(s)a
Multi-Period MCE SpectrumRMulti-Period MCE Spepectrum RR
S (g) vs T(s)a
Two-Period Design SpectrumTwo-Period Desigign SpSpSpSpectrum
S (g) vs T(s)a
Two-Period MCE SpectrumRTwo-Period MCE Spepepepectrum SRR S
S (g) vs T(s)a
Design Vertical Response Spectrum
Vertical ground motion data has not yet been made
available by USGS.
MCE Vertical Response SpectrumR
Vertical ground motion data has not yet been made
available by USGS.
Seismic
D - Stiff SoilSite Soil Class:
Results:
Page 2 of 4https://ascehazardtool.org/Tue Jul 15 2025
6 OF 13
Data Accessed: Tue Jul 15 2025
Date Source:
USGS Seismic Design Maps based on ASCE/SEI 7-22 and ASCE/SEI 7-22 Table 1.5-2. Additional data for
site-specific ground motion procedures in accordance with ASCE/SEI 7-22 Ch. 21 are available from USGS.
Page 3 of 4https://ascehazardtool.org/Tue Jul 15 2025
7 OF 13
The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any
kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or
has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable
sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or
quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,
relationship, or sponsorship of such third-party content by or from ASCE.
ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent
professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such
professionals in interpreting and applying the contents of this Tool or the ASCE standard.
In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors,
employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential
damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by
law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data
provided by the ASCE Hazard Tool.
Page 4 of 4https://ascehazardtool.org/Tue Jul 15 2025
8 OF 13
9 OF 13
10 OF 13
11 OF 13
Nsa Nsa
Nb =kc a f’chef
kc a f’c hef Nb
Ncbg =ANc /ANco ec,N ed,N c,N cp,NNb
ANc ANco ca,min ec,N ed,N c,N cp,N Nb Ncbg
Npn =c,P aNp(f’c /)n
c,P a Np f’c n Npn
12 OF 13
Vsa grout grout Vsa
Vcpg =kcpNcbg kcp ANc /ANco ec,N ed,N c,N cp,NNb
kcp ANc ANco ec,N ed,N c,N cp,N Nb Vcpg
Nua/Nn Vua/Vn
13 OF 13