HomeMy WebLinkAbout900 S Baldwin Ave - 2025 - Music SchoolFilename:
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DC
& Consulting Inc.
Tel: 626-962-0997
E-mail:admin@dcdesignconsulting.com
1211 N. Azusa Canyon Rd,#B West Covina, CA 91790
Fax: 626-962-0229
A-1
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BUILDING CORRECTION 10-3-20237
4. THE BUILDING EXTERIOR AND PARKING AREA ARE UNDER DIFFERED SUBMITTAL.
(FOR INTERIOR ONLY)
NOTES:
THE SEPARATE PERMIT FROM PROTRK CONSTRUCTION INC. APPROVED PLANS WITH WORKING PERMIT #COMM-24-0840 BY 7-17-2024. THE DETAILS SEE ADDENDUM SHEET.
(T.I. WORK ONLY)
8 REVISION 2-20-2025
Filename:
Sheet Title:
Date:
Scale:
Project No.:
Drawn By: ALEN DENG
Reviewed By:
No.
Not for construction until reviewed, signed, and dated.
Sheet #:
Description Date
A Project for:
Revisions:
A 2 3 4 5 6 7 8 9 1211 A10
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1 2 9876543 121110
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DC
& Consulting Inc.
Tel: 626-962-0997
E-mail:admin@dcdesignconsulting.com
1211 N. Azusa Canyon Rd,#B West Covina, CA 91790
Fax: 626-962-0229
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BUILDING CORRECTION 1-11-20194
BUILDING CORRECTION 1-21-20257
REVISION 2-20-20258
Filename:
Sheet Title:
Date:
Scale:
Project No.:
Drawn By: ALEN DENG
Reviewed By:
No.
Not for construction until reviewed, signed, and dated.
Sheet #:
Description Date
A Project for:
Revisions:
A 2 3 4 5 6 7 8 9 1211 A10
J
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C
D
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1 2 9876543 121110
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PERMIT#
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COMMERCIAL
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DC
& Consulting Inc.
Tel: 626-962-0997
E-mail:admin@dcdesignconsulting.com
1211 N. Azusa Canyon Rd,#B West Covina, CA 91790
Fax: 626-962-0229
A-1.5
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BUILDING CORRECTION 1-11-20194
BUILDING CORRECTION 1-21-20257
REVISION 2-20-20258
EXISTING
FLOOR PLAN
& DEMO PLAN
(E) FLOOR PLAN
1/4" = 1'-0"
0
Not for construction until reviewed, signed, and dated.
A Project for:
A 2 3 4 5 6 7 8 9 1211 A10
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DC
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A-3
ROOF PLAN
1/8" = 1'-0"
0
360 Education Academy
900
ELEVATION
& DETAIL
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A-3.1
1. Permanent ladders required by Section 304.3.1.2 shall be constructed in accordance with the following:
1 ). Side railings shall extend not less than 30 inches (762 mm) above the roof or parapet wall.
2 ). Landings shall not exceed 18 feet (5486 mm) apart measured from the finished grade.
3 ). Width shall be not less than 14 inches (356 mm) on center.
4 ). Rungs spacing shall not exceed 12 inches (305 mm) on center and each rung shall be capable of supporting a 300
pound (136.1 kg) load.
5 ). Toe space shall be not less than 6 inches (152 mm).
2. 1013.6 Roof access.
Guards shall be provided where the roof hatch opening is located within 10 feet of a roof
edge or open side of a walking surface and such edge or open side is located more than 30
inches above the floor, roof or grade below. The guard shall be constructed so as to
prevent the passage of a 21-inch-diameter sphere.
NOTES:
3 FIRE CORRECTION 9-15-2023
NO. C31901
Exp.12/31/26
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(N) FRONT ELEVATION
3/16" = 1'-0"
(N) SIDE ELEVATION
3/16" = 1'-0"
(E) SIDE ELEVATION
3/16" = 1'-0"
(N) REAR ELEVATION
3/16" = 1'-0"
(E) FRONT ELEVATION
3/16" = 1'-0"
15
'
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11
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9'
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8'
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3'
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7"
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3'
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LADDER FOR ACCESS
TO EQUIPMENT O ROOF
1'-11"
9"
14
'
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1
1
"
15
'
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3
"
3'
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15
'
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8'
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7
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15
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8'
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1'
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5'
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15
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7"
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6'-8"
9'
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8'
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7
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1'
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6'
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15
'
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"
5'
-
8
"
8'
-
7
"
KNOX BOX
6'
-
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7"
5'-2"EX WALL
(N) LANDING SECTION
1/4" = 1'-0"
G
FINISHGRADE
2'
-
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2'
-
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"
A.Exterior stairway notes:
1.Maximum rise 7 inches (4" min) and minimum run (tread) of 11 inches. [CBC
1011.5.2]
B.Handrails shall satisfy the following: [CBC 1014]
1. Handrail shall be 34-38 inches above the nosing of treads. [CBC 1014.2]
2.The handgrip portion of handrail shall not be less than 1-·114 inches nor more than 2
inches in cross-sectional dimension. [CBC HR··50S.7]
3.The handgrip shall extend 12" beyond the top and 12" + tread width beyond bottom
tread and return of handrail to newel post or wall. [CBC UB-50S.10]
4.Handrail extension length is measured to start of radius return. [CBC llB-S05.4 and
Fig UB-50S.10.2 and 3]
NOTES:
5'
-
8
"
2'-3"
9'
-
7
"
EX WOOD
(E)TYPICAL PARAPET
FLASHING
SLOPE:1:12
EX WOOD
DETAIL 2
DETAIL 1
EX HEADER
EXISTING CONCRETE SLAB
4X6 JOIST
2X6 BLOCK
3
DETAIL 3
1
1
2
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'
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"
11
'
-
0
"
WALL LIGHT
WALL LIGHT
1'-0"
3'
-
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"
3'
-
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"
1'-0"
2'-0"
3'
-
0
"
6'
-
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"
CANCEL
(NOT PART OF THE PERMIT)
8 REVISION 2-3-2025
CANCEL
(NOT PART OF THE PERMIT)
(N
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(N) FLOOR
PLAN
A-4
7'-10" X 10'-6" =82
(N) STUDY 4
AREA: 88 S.F
(N) STUDY 3
AREA: 88 S.F
(N) STUDY 2
AREA: 88 S.F
(N) STUDY 1
AREA: 88 S.F
(N) PIANO ROOM 4
AREA: 177 S.F
Door/WINDOW Schedule
(N) PIANO ROOM 1
AREA: 127 S.F
(N)RECORD EQUIPMENT ROOM
AREA: 205 S.F
(N)MEN RESTROOM
AREA: 106 S.F
(N) STUDY 6
AREA: 103 S.F
(N) RECORD ROOM
AREA: 265S.F
(N) CORRIDOR
(N)WOMEN RESTROOM
AREA: 97S.F
(N)STUDENT PERFORM ROOM
AREA: 833S.F
■TOILET ROOM SHALL BE PROVIDED OPENABLE A VERTICAL DUCT NOT LESS THAN
100 SQUARE INCHES IN AREA FOR THE FIRST WATER CLOSET PLUS 50 SQUARE
INCHES ADDITIONAL WATER CLOSET . PROVIDING A COMPLETE CHANGE OF AIR
EVERY 15 MINUTES.
■ NOTES:
THE REST ROOM FLOORS SHALL HAVE A SMOOTH, HARD NONABSORBENT SURFACE WHICH
EXTENDS UPWARD ONTO THE WALLS AT LEAST 6" [CBC 1210.] TOILET ROOMS MUST BE VENTED TO
THE OUTSIDE AIR BY MEANS OF AN OPENABLE, SCREENED WINDOW (NOT LESS THAN 16 MESH
SCREENING), AN AIR SHAFT, OLIGHT-SWITCH-ACTIVATED EXHAUST FAN.
(N) STUDY 5
AREA: 86 S.F
(N) SITTING
AREA: 86 S.F
AREA: 140S.F
(N) LOBBY
AREA :475 S.F
■SIGN ABOVE THE DOOR:"EXIT DOOR MUST BE
OPENABLE FROM EGRESS SIDE WITHOUT THE USE OFA KEY, SPECIAL KNOWLEDGE, OR EFFORT." (CBC1008.1.9)■LIMIT THRESHOLD = 1/2" MAX. LOWER 10" OF
THE DOOR SHALL BE SMOOTH PLANE SURFACE
1 HR FIRE RATED WALL
1 HR FIRE RATED WALL(CORRIDOR)
N.T.S 1
25 Students
llB-211.2 Minimum number. No fewer
than two drinking fountains shall be
provided. When provided, one drinking
fountain shall comply with Sections
IJB-602.l through IJB- 602.6, IJB-602.8
and IJB-602.9 and one drinking fo
A
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PROPOSED FLOOR PLAN
N
(N) PIANO ROOM 2
AREA: 127 S.F
(N) PIANO ROOM 3
AREA: 127 S.F
3 3
3333
3 3 3
4
3
2'-0"
3'
-
1
"
3'
-
5
"
1'
-
9
"
1'-6"
1. ONE HOUR FIRE-RATED CORRIDORS ARE REQUIRED PER CBC SEC. 1020
2. Provide a level landing on each side of a door extending 60" on direction of door swing and 48" in
opposite direction of door swing, measured with door closed. [CBC 11B-404.2.4 and Table IlB- 404.2.4.1]
3. A landing shall extend 24" past strike side of exterior doors on pull side and 18" minimum past strike
edge of interior doors. Provide 12" on push side, if the door has both a latch and a closer. [CBC Table
11 B-404.2.4.I]
1'
-
0
"
1 HR FIRE RATED WALL(CORRIDOR)
1 HR FIRE RATED WALL(CORRIDOR)
∅5'-0"
∅5'-0"
1'-6"1'-6"
1'-6"1'-6"2'-10"1'-6"1'-6"1'-1"3'-0"
5'
-
0
"
4. Doors, in any position, shall not reduce the minimum dimension of the ramp landing to less than
42 inches. [CBC 11B-40S.7.S]
N.T.S 4
HANDRAILS(BOTH SIDE)
LADDER FOR ACCESS
TO EQUIPMENT TO ROOF
NOTE:
DRINKING FOUNTAIN
(DETAIL SEE "A-6"-B )
CORRIDOR
1 HR FIRE RATED WALL
1 HR FIRE RATED WALL
1 HR FIRE RATED WALL(N) CORRIDOR
(N
)
CO
R
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1 HR FIRE RATED WALL
1
H
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3 FIRE CORRECTION 11-08
1LEGEND:
A-6
PARTITIONWALL
PARTITION WALL DETAIL
2
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Exp.12/31/26
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2'-6"
4'
-
0
"
5'-0"
E
7'-7"
B B B B
3/4 HOURS FIRE RATED PER CBC Table 716.6
8'-4"
5'
-
8
"
5'
-
8
"
8'-4"
10
'
-
6
"
38
'
-
6
"
24
"
42"
112'-3"
16
'
-
1
0
"
16
'
-
4
"
2'
-
0
"
1'
-
5
"
NOTES:
1. EXISTING STRUCTURE REMAIN;
2. EXISTING INSULATION REMAIN;
3. EXISTING DRYWALL CEILING REMAIN.
8"
1'
-
0
"
ENCLOSE TRASH AREADETAIL SEE "A-6"-D
SL
O
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E
:
1
:
1
2
HANDRAILS(BOTH SIDE)
5'
-
8
"
4'
-
2
"
4'-6"
NOTES: LEVER HANDLEFOR FAUCET CONTROL
(N
)
S
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F
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(N
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C C
D
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3'-5"
5'
-
8
"
2'
-
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"
AED
GLAZED OPENING ANALYSIS NOTES:
7'-10"7'-10"7'-10"
12'-7"
7'-0"7'-0"7'-0"7'-0"
6'-11"
82 X 0.25 = 21
7'-0"7'-0"
6'
-
8
"
N.T.S 2
7'-10" X 10'-6" =82
7'-10" X 10'-6" =82
12'-7" X 10'-6" =169
7'-0" X 11'-0" =77
7'-0" X 11'-0" =77
7'-0" X 11'-0" =77
7'-0" X 11'-0" =77
7'-0" X 10'-6" =74
7'-0" X 10'-6" =74
6'-11" X 10'-6" =73
6'-8" X 10'-6" =70
3'-6" X 4'-0" =14
3'-6" X 4'-0" =14
3'-6" X 4'-0" =14
3'-6" X 4'-0" =14
3'-6" X 4'-0" =14
3'-6" X 4'-0" =14
3'-6" X 4'-0" =14
3'-6" X 4'-0" =14
3'-6" X 4'-0" =14
3'-6" X 4'-0" =14
3'-6" X 4'-0" =14
3'-6" X 4'-0" =14
82 X 0.25 = 21
82 X 0.25 = 21
169 X 0.25 = 42
77 X 0.25 = 19
77 X 0.25 = 19
77 X 0.25 = 19
77 X 0.25 = 19
74 X 0.25 = 18
74 X 0.25 = 18
73 X 0.25 = 18
70 X 0.25 = 17
(3) #8 SHEET WOODSCREWS /EACH
(2) #8 SHEET METALSCREWS /EACH
25GA. MTL STUD3-5/8"x1-1/4"ICC # ESR-3016 @24" O.C
25GA. MTL BRACING3-5/8"x1-1/4"ICC # ESR-3016 @48" O.C
25GA. MTL STUD3-5/8"x1-1/4"ICC # ESR-3016 @24" O.C
10'-6"A.F.F 11'-0"A.F.F
5/8" DRY WALL FIN.TYPE "X" GYP. BD.
PARTITIONWALL 2 3
5/8" DRY WALL FIN.
TYPE "X" GYP. BD.
5/8" DRY WALL FIN.
TYPE "X" GYP. BD.
25 GA. MTL TRACK3-5/8"x1-1/4"W/(2)#8 METAL SCREW
10'-6"A.F.F
N.T.S 3
(3) #8 METALSCREWS /EACH
25GA. MTL BRACING3-5/8"x1-1/4"ICC # ESR-3016 @48" O.C
(3) #8 WOODSCREWS /EACH
25GA. MTL STUD3-5/8"x1-1/4"ICC # ESR-3016 @24" O.C
(3) #8 SHEET METALSCREWS /EACH
PARTITION WALL DETAIL
The student perform room appears to be an A-3 occupancy
I.Doors serving an occupant load of 50 or more or Group H occupancies shall
swing in the direction of exit travel. [CBC 1010.1.2.1]
ii. All exit doors and gates from an A-3 occupancy shall not be provided with a
latch or lock, unless it is panic hardware. [CBC 1010.2.9]
iii. Every assembly area shall have the occupant load posted in a conspicuous place
near the main exit of the room. [CBC 1004.9]
iv. When additional doors are provided, they shall conform to the provisions for
exit doors. [CBC 1010.1]
NOTES 2:
7 BUILDING CORRECTION 10-6-2023
CANCEL
(NOT PART OF THE PERMIT)
8 REVISION 2-3-2025
Not for construction until reviewed, signed, and dated.
A Project for:
A 2 3 4 5 6 7 8 9 1211 A10
B
C
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1 2 9876543 121110
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1
1
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2
"
NOTES
ADJACENT WALLS OPPOSITE WALLS
NOTES
WITHIN 6'-0" FROM
WALLS
OPENING MATERIAL
OR CHECK L/R <200
NOTES:THE SUSPENDED LAY-IN CEILING SHALL COMPLY WITH THE
2016 CBC.
# 1SEE N
O
T
E
MAX (TYP)
NOTES:
1. The suspended ceiling system shall comply with CBC 808 and seismic design per
ASCE 7-16, 13.5.6. And construction shall comply with the 2022 CBC.
2.Heavy Duty T-Bar grid system as required by the evaluation report(ICC-ESR1308).
N
CEILING PLAN
A-5
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DC
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DETAIL
A-6
1 HR FIRE CONSTRUCTION. PER CBC2016 "TABLE721.1(3)-22-1.1":
ONE HOUR FIRE RATED CEILING:
Base layer 5/8″ Type X gypsum board applied at right
angles to steel framing 24″ on center with 1″ Type S
drywall screws spaced 24″ on center. Face
layer 5/8″ Type X gypsum board applied at right
angles to steel framing attached through base layer
with 1 5/8″ Type S drywall screws 12″ on center at
end joints and intermediate joints and 1 1/2″ Type G
drywall screws 12 inches on center placed 2″ back on
either side of face layer end joints. Joints of the face
layer are offset 24″ from the joints of the base layer.
2 5 GA. MTL STUD
3-5/8"x1-1/4"
@24"O.C.(TYP)
ICC-ESR-3016
(3) #8 WOODSCREWS /EACH
CORRIDOR
DOUBLE 5/8" DRY WALL FIN.
TYPE "X" GYP. BD.
5/8" DRY WALL FIN.
TYPE "X" GYP. BD.
5/8" DRY WALL FIN.
TYPE "X" GYP. BD.DOUBLE 5/8" DRY WALL FIN.
TYPE "X" GYP. BD.25 GA. MTL TRACK3-5/8"x1-1/4"W/(2)#8 METAL SCREW
25GA. MTL STUD3-5/8"x1-1/4"ICC # ESR-3016 @24" O.C
10'-6"A.F.F10'-6"A.F.F
25GA. MTL BRACING3-5/8"x1-1/4"ICC # ESR-3016 @48" O.C
ONE HOUR FIRE RATED CEILING:
10'-6"A.F.F
DRINKING FOUNTAIN DETAIL
H/ C TOILET DETAIL
∅5'-0"∅5'-0"
4'
-
1
1
"
59
"
M
I
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-
0
"
CLEARANCE
DOOR PERMITTED TO SWING OVERHATCHED PORTION OF MANEUVERINGSPACE
5'-0"2'-10"4'-11"
1'-6"1'-6"
2'
-
1
0
"
3'-0"4'-11"5'-0"
7'
-
1
1
"
7'
-
1
1
"
4'
-
7
"
7'-4"
5'-1"5'-3"
1'-6"1'-6"
4'
-
1
1
"
3'
-
0
"
5'-1"1'-6"3'-0"4'-11"
3'
-
3
"
4'
-
7
"
ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL
COMPLY WITH THE FOLLOWING: I. THE WATER CLOSET
COMPARTMENT SHALL BE EQUIPPED WITH A DOOR
THAT HAS AN AUTOMIATIC-CLOSING DEVICE, AND
SHALL HAVE A CLEAR, UNOBSTRUCTED OPENING
WIDTH OF 32 INCHES WHEN LOCATED AT THE END AND
34 INCHES WHEN LOCATED AT THE SIDE WITH THE
DOOR POSITIONED AT AN ANGLE OF 90 DEGREES
FROM ITS CLOSED POSITION. PER CBC 11B-213
CEILING SECTION DETAIL
5'
-
0
"
59
"
M
I
N
.
@
F
L
O
O
R
M
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N
T
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CLEARANCE
NOTE: ONE HOUR FIRE-RATED CORRIDORS ARE REQUIRED PER CBC SEC. 1020
NO. C31901
Exp.12/31/26
S
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1
0
0
7
2'
-
1
0
"
4 BUILDING CORRECTION 1-8-2019
HAND SINK CLEARANCES
9"
M
I
N
27
"
M
I
N
29
"
M
I
N
34
"
M
A
X
6"MAX
TOE CLEARANCES
19"MIN
KNEECLEARANCES30"WIDE
8" MIN.
11 MIN.
DEEP
CMU
SECTION DETAIL
3"
C
L
R
30"
12
"
FINISHED GRADE
4"
D-3
8'-4"
5'
-
8
"
7'-8"
8'-4"
5'
-
8
"
9'
-
6
"
7'-8"
9'
-
6
"
6'
-
0
"
2'
-
5
"
8'
-
6
"
ENCLOSE THE TRASH CAN
ELEVATIONENCLOSE THE TRASH CAN
FLOOR PLAN
8"2X4 WOOD RAFTER
4X4 METAL POST
METAL DOOR
2X4 WOOD RAFTER
CMU WALL( 1 HOUR FIRE RATED)
4X4 METAL POST
CMU
CMU
8'
-
0
"
6'
-
0
"
4X6 BEAM
2X4 WOOD RAFTER
4X6 BEAM
8"
1'
-
0
"
8"
MASONRY
1. STANDARD CONCRETE BLOCK SHALL CONFORM TO ATSM C90-06B, GRADE N-1(STANDARD 21-4).
2. MINIMUM STRENGTH OF GROUT (U.N.O): F'M = 2,000 PSI.
3. GROUT MIX: 1 PART CEMENT, 3 PARTS SAND, 2 PARTS PEA GRAVEL (3/8" MAX.)
4. GROUTER MIX: 1 PART CEMENT, 1/4 PART LIME PUTTY, 3 1/2 PARTS DAMP LOOSE SAND.
5. SET AND BRACE VERTICAL REINFORCING BEFORE LAYING MASONRY UNITS.
6. LAP ALL REINFORCING BARS 48 DIAMETER 2 SPLICES UNLESS OTHERWISE NOTE.
7. PROVIDE 1/2" CLEAR TO ALL REINFORCING STEEL. STEEL SPLICES MAY BE TIED.
8. GROUT ALL BLOCK MASONRY CELLS SOLID IN 6'-0" MAXIMUM LIFTS.
9. PROVIDE 3/4" MINIMUM GROUT AROUND ALL ANCHOR BOLTS.
10. PROVIDE VERTICAL MASONRY CONTROL JOINTS AT 20 FT. O/C MAXIMUM.
11. REINFORCING STEEL:
A.) ASTM A615, GRADE 40 FOR #4 OR SMALLER BARS.
B.) ASTM A615, GRADE 60 FOR #5 AND LARGER BARS.
(PER 2022 CBC-606.3)
Provide a toe clearance of 9 inches minimum above
the finish floor and 6 inches deep minimum beyond
the compartment-side face of the partition.
SEE DETAIL"G" PER CBC 11B-604.8.1.4
6 BUILDING CORRECTION 3-22-2019
13
"
18"
PARTITION DETAIL
PER FIG.11B-604.8.1.4(a)
(3) #8 METALSCREWS /EACH
CANCEL
(NOT PART OF THE PERMIT)
8 REVISION 2-3-2025
HANDICAPED
DETAIL
WALL-MOUNTED WATER CLOSETS
SIDE VIEW FRONT VIEW
1
A.
F
.
F
.
TYPICAL RESTROOM WALL SIGNAGE
Not for construction until reviewed, signed, and dated.
A Project for:
A 2 3 4 5 6 7 8 9 1211 A10
B
C
E
F
G
1 2 9876543 121110
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HD-1
Not for construction until reviewed, signed, and dated.
A Project for:
A 2 3 4 5 6 7 8 9 1211 A10
B
C
E
F
G
1 2 9876543 121110
J
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T-24
1)ALL ELECTRICAL WORK SHALL BE DESIGNED PER 2014 LOS
ANGELES COUNTY ELECTRICAL CODE, 2013 CALIFORNIA
ELECTRICAL CODE, AND 2011 NATIONAL ELECTRICAL CODE
2)110.3(B) THIRD PARTY LISTING: ADD NOTE ON THE PLANS
STATING "ALL ELECTRICAL EQUIPMENT SHALL BE
LISTED BY UL OR A LOS ANGELES COUNTY APPROVED THIRD PARTY
TESTING FACILITY." PER SECTION 11 0.3(B).
4
21
POWER PLAN
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Not for construction until reviewed, signed, and dated.
A Project for:
A 2 3 4 5 6 7 8 9 1211 A10
B
C
E
F
G
1 2 9876543 121110
J
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TV
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TV
TV
TV
TV TV
TV
TV
TV TV
TV TV
TV
TV
TV
TV
TV TVTV
TV
TV
TV TV TVTV TV
POWER
PLAN
EXHAUST FAN MIN 75 CFM
REFLECTED CEILING PLAN
Not for construction until reviewed, signed, and dated.
A Project for:
A 2 3 4 5 6 7 8 9 1211 A10
B
C
E
F
G
1 2 9876543 121110
J
I
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F
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D
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E-3
SWITCH
AUTO TIME
OVERRIDESWITCH
St
EX PANEL "B"
EX PANEL "A"
DAYLIT ZONE
RESTROOM
INTERLOCK
SWITCH
WITH LIGHT
AND
EXH.FAN
RESTROOM
INTERLOCK
SWITCH
WITH LIGHT
AND
EXH.FAN
PS
PS PHOTO SENSOR
1a 1a
1a
1a
1a
1a
1a
3b
3b
3c
3c
3e
3e 3f
3f
3ef 3bc
3g
3g 3h
3h
3i3i3j
3ij
3k
3m
3m 3m
3m
3k 3k 3k
3n
3n 3p
3np
3km
3p3q
3q 3r
3qr
3r
3s
3s 3t
3st
3t3u
3uv
3u 3v
3v
5x
5x
5x
5x
5y
5y5y
5y
5xy
1a
5a
5a
5b
5ab
5b5c
5c 5d
5d
5d5e
5e 5f
5e
5f5g
5g
5h
5h
5gh
5i
5i
5j 5ij
5j
5j
5i
5k 5k
5k
5m
5m5m
5km
5x
5x
5y
5n
5n 5p
5np
5q
7rs
7r7s
7tu
7t 7t
7t7t
7t 7t
7t
7t
7t
7t
7t
7u
7u
7u
7u
7u
7u7u
7u 7u
7u7u
CEILING
PLAN
1bc
1b
1a
1a
1a
1a
1a
1a
1a
1b
1b
1c
1c
1c
Not for construction until reviewed, signed, and dated.
A Project for:
A 2 3 4 5 6 7 8 9 1211 A10
B
C
E
F
G
1 2 9876543 121110
J
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F
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E-4
ROOF
PLAN
3/4"C 3#8&1#10
GND
3/4"C 3#8&1#10
GND
3/4"C 3#8&1#10
GND
GENERAL NOTES
DUCT
FLASHING
CLEAT
CLEAT
DUCT
CURB MIN.
4" HIGH
FLASHING
ROOFING
SPIRAL 18 GA.
FROM EXHAUST FAN
NOT TO SCALE
2
1-
3
NOT TO SCALE
The person with overall responsibility for construction or the person responsible for the
installation of regulated features, materials, components, or manufactured
devices shall post, or make available with .the building permit(s) issued for the
building, the required Installation Certificate(s) for features, materials,
components, or manufactured devices regulated by the Appliance Efficiency
Regulations or Part 6. Such Installation Certificate(s) shall be made available to
the enforcement agency for,all appropriate inspections. These ce'rtificates shall:
i) Identify features, materials, components, or manufactured devices required to
verify compliance with the Appliance Efficiency Regulations and Part 6.
ii) Include a statement indicating that the features, materials, components, or
manufactured devise conform to the Appliance Efficiency RegUlations and
Part 6 and the requirements for such features, materials, components, or
manufactured devices given in the plans and specifications approved by the
local enforcement agenc,y .
iii) State the, number of the building permit under which the construction or
installation was performed.
Within 90 days after issuance of certificate of occupancy record drawings shall
be provided to the owner. If a building design feature, material, component or
manufactured device is changed before final construction and installation, such
that the building may no longer comply with Part 6, the building must be brought
into compliance, and so indicated on amended plans and Certificate of
Compliance(s) that shall be submitted for approval. Sec.10-103 (a) 2B
C.) The builder shall provide the building owner or the person(s) responsible for
building maintenance (in case of multi-tenant or centrally operated buildings) at
occupancy the following:
1) Operating information: The appropriate certificate(s) of compliance and a list
of the features, materials, components, and mechanical devices installed in
the building and instructions on how to operate them efficiently.
2) Maintenance information: Required routine maintenance actions shall be
clearly stated and incorporated on a readily accessible label. The label maY
be limited to identifying the operation and maintenance manual.
3) Ventilation information: A description or the quantities of outdoor and recirculated air that the ventilation systems
are designed to provide to each area.Sec. 10-103 (b) 2,3 &4
All insulating material shall be installed in. compliance with the fLamespread rating and smoke density requirements
of the CBG. Sec. 110.8 (c)
The Lesser of the minimum rate of outdoor air required by Sec. 120.1 (b) 2, or
three complete air changes shall be supplied to the entire building during the
one-hour period immediately before the building is normally occupied. Sec. 120.1 (c) 2
All air distribution system ducts and plenums, including, but not limited to, building cavities, mechanical closets,
air-handler boxes and support platforms
'used as ducts or plenums, shall be installed, sealed and insulated to meet the
requirements of the 2013 California Mechanical Code and SMACNA -006-2006
HVAC Duct Constriction Standards. Supply-air and return-air ducts conveying
heated or cooled air shall be insulated to a minimum installed level of R-8, unless
ducts are in conditioned space.
The thermostatic controls for HVAC systems shall, meet the following
requirements as applicable: '
a) Each space conditioning zone shall be controlled by an individual
thermostatic control that responds to temperature within the zone and meets
the applicable requirements of Section (b).
b) Each Thermostatic control required by Section (a) shall be capable of being
set locally or remotely by adjustment or selection of sensors to control:
1)&RPIRUWKHDWLQJGRZQWRr2)RUORZHU
2)&RPIRUWFRROLQJXSWRr)RUKLJKHU
3) Both heating and cooling, the thermostatic controls shall be capable of
providing a temperature range or dead band of at least 5 OF within which
the supply of heating and cooling energy to the zone is shut off or reduced
to a minimum. Sec. 120.2 (a) & (b)
OutdoorairsuPplyandeXhaustequipmentshallbe installed with dampers that
automatically close upon fan shutdown. Sec. 120,2 (f)
EACH SPACE -conditioning system shall be installed with controls that comply with
The FOLLOWING
1.) Capable of automatically shutting off the system during periods of non-use
and shall have:
a) An automatic time switch control device complying with Sec. 110.9, with
an accessible manual override that allows operation of the system for up
to 4 hours; or
b) An occupancy sensor; or
c) A four-hour timer that can be manually operated.
EXCEPTION: Mechanical systems serving retail stores and associated malls,
restaurants, grocery stores, churches, and theaters equipped with 7-day
programmable timers.
2) Automatically restart and temporarily operate the system as required to maintain: .
a) A setback heating thermostat setpoint, if the system provides mechanical heating;
(;&(37,21 $UHDZLWKWKHGHVLJQZLQWHURXWGRRUWHPSHUDWXUHRIJUHDWHUWKDQr)
b) A setup cooling thermostat setpoint, if the system provides mechanical cooling.
(;&(37,21 $UHDZLWKWKHGHVLJQVXPPHURXWGRRUWHPSHUDWXUHRIOHVVWKDQr)
The piping for all space conditioning and service water heating systems shall be insulated in
accordance with TABLE 120.3 -A. .Sec. 120.3
WATER HEATING SYSTEM SHALL BE EQUIPPED WITH AUTOMATIC temperature
CONTROLS CAPABLE OF adjustment Trom the LOWEST to The HIGHEST acceptable
temperature
settings for the intended use as listed in Table 2, Chapter 9 of the ASHRAE Handbook,
HVAC APPLICATIONS Volume,
service water heating systems and equipment shall meet the applicable
requirements of the Appliance Efficiency Regulations. as required by Sec. 110.1. Sec. 110.3 (b)
Lavatories in public restrooms shall have controls that limit the water supply temperature to 110 rF.
.Sec.110.3 (c) 3
Air Conditioning System (HVAC) Compliance: The following items represent
additional information required on the plans, or comments) regarding the energy
calculations for mechanical compliance.
A.) Indicate on the plans the HVAC equipment location, manufacturer, model no.,
heating/cooling and supply air capacities, and heating/cooling efficiencies.
Submit manufacturer's data sheets for verification.
B.) Indicate manufacturer's name, model no., type, capacity, and the location of
water heater on the plans.
C.)Energy calculation indicates lighting credit. Electrical plan checker verification is
required for:
1.)Proposed lighting power density of watts/square feet
2) Using the tailored method.
Based on the Compliance Approach or credit in the Performance Compliance
Approach, the following acceptance tests are required. Please follow the
instructions on the Certificate of Compliance (NRCC-MCH-01-E) to cornplete the
form (List all equipment that require an acceptance test and state who is
responsible for performing each acceptance test).
Duct systems used with blower type
equipment which are portions of a heating, cooling, absorption, evaporative
cooling or outdoor air ventilation system shall be sized in accordance with
Chapter 17 of the California Mechanical Code.
Not for construction until reviewed, signed, and dated.
A Project for:
A 2 3 4 5 6 7 8 9 1211 A10
B
C
E
F
G
1 2 9876543 121110
J
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M-1
MECH.
DETAIL
LEGEND MECHANICAL EQUIPMENT SCHEDULE
Not for construction until reviewed, signed, and dated.
A Project for:
A 2 3 4 5 6 7 8 9 1211 A10
B
C
E
F
G
1 2 9876543 121110
J
I
G
F
E
D
C
B
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400 CFM400 CFM
1300 CFM
300 CFM
100 CFM
200 CFM
200 CFM
200 CFM 200 CFM 200 CFM
100 CFM
100 CFM
100 CFM
200 CFM
200 CFM 400 CFM
100 CFM
300 CFM
200 CFM
200 CFM
200 CFM
300 CFM
200 CFM
12X12CD 12X12CD
12X12CD
18X18RG
10X10CD
10X10CD
10X10RG
8X8RG
8X8RG
10X10RG
10X10CD 10X10CD
10X10CD
10X10CD 10X10CD
8X8CD
10X10CD
200 CFM
10 X10 CD
10X10CD
8X8CD
8X8CD
10X10CD 10X10CD 10X10CD
400 CFM
12X12CD
400 CFM
12X12CD
200 CFM
8X8CD
200 CFM
10X10CD
200 CFM
10X10CD
200 CFM
10X10CD
200 CFM
10X10CD
150 CFM8X8RG
M-2
300 CFM10X10RG
150 CFM8X8RG
150 CFM8X8RG
150 CFM
8X8RG
150 CFM8X8RG150 CFM8X8RG
300 CFM10X10RG
150 CFM
8X8RG150 CFM8X8RG150 CFM8X8RG
A/C DUCT
LAYOUT
PLAN
Not for construction until reviewed, signed, and dated.
A Project for:
A 2 3 4 5 6 7 8 9 1211 A10
B
C
E
F
G
1 2 9876543 121110
J
I
G
F
E
D
C
B
H
13
131
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DC
& Consulting Inc.
M-3
ROOF PLAN
Not for construction until reviewed, signed, and dated.
A Project for:
A 2 3 4 5 6 7 8 9 1211 A10
B
C
E
F
G
1 2 9876543 121110
J
I
G
F
E
D
C
B
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13
131
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& Consulting Inc.
M-4
MECH.
T-24
M-5
Not for construction until reviewed, signed, and dated.
A Project for:
A 2 3 4 5 6 7 8 9 1211 A10
B
C
E
F
G
1 2 9876543 121110
J
I
G
F
E
D
C
B
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DC
& Consulting Inc.
MECH.
T-24
M-5
Not for construction until reviewed, signed, and dated.
A Project for:
A 2 3 4 5 6 7 8 9 1211 A10
B
C
E
F
G
1 2 9876543 121110
J
I
G
F
E
D
C
B
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13
131
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& Consulting Inc.
M-6
MECH.
T-24
Not for construction until reviewed, signed, and dated.
A Project for:
A 2 3 4 5 6 7 8 9 1211 A10
B
C
E
F
G
1 2 9876543 121110
J
I
G
F
E
D
C
B
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13
131
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& Consulting Inc.
P-1
Not for construction until reviewed, signed, and dated.
A Project for:
A 2 3 4 5 6 7 8 9 1211 A10
B
C
E
F
G
1 2 9876543 121110
J
I
G
F
E
D
C
B
H
13
131
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P-2
FLOOR PLAN (HOT & COLD)
1/4"=1'-0"NOTES: Potable water supply to beverage dispensers,
carbonated beverage dispensers, or coffee machines shall
be protected by an air gap or an approved vented backflow
preventer (VBFP) in accordance with ASSE 1022.
VENTED BACKFLOW PREVENTER(VBFP)
Not for construction until reviewed, signed, and dated.
A Project for:
A 2 3 4 5 6 7 8 9 1211 A10
B
C
E
F
G
1 2 9876543 121110
J
I
G
F
E
D
C
B
H
13
131
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P-3
FLOOR PLAN (WASTE & VENT)
1/4"=1'-0"
SHEET INDEX
S-S STRUCTURAL COVER SHEET AND NOTES
S-1 ROOF PLAN AND DETAILS
GENERAL NOTES:
1. ALL WORK SHALL CONFORM TO THE CALIFORNIA BUILDING CODE 2022 EDITION.
2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE WITH
COMPLETE SET OF LATEST DRAWINGS PRIOR TO START OF CONSTRUCTION. NOTES AND
DIMENSIONS SHALL BE CHECKED AND VERIFIED WITH ARCHITECTURAL AND STRUCTURAL
DRAWINGS; ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT
STRUCTURAL ENGINEER OF RECORD BEFORE COMMENCING WORK, SO THAT PROPER REMEDIAL
WORK CAN BE EXECUTED.
3. UNLESS SPECIFICALLY DETAILED ON THESE DRAWINGS, CONTRACTOR SHALL FURNISH AND
INSTALL ADEQUATE SHORING, BRACING, ETC. REQUIRED TO SAFELY EXECUTE ALL WORK AND
SHALL BE FULLY RESPONSIBLE FOR THE SAME.
4. DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE
WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIAL.
5. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS
THE BEST PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL
CONDITIONS CONFLICT WITH THE DRAWINGS THEY SHALL BE REPORTED TO THE STRUCTURAL
ENGINEER OF RECORD SO THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATIONS OF
DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT WRITTEN APPROVAL OF THE
STRUCTURAL ENGINEER OF RECORD.
6. BUILDING SHALL NOT BE OCCUPIED DURING REMODEL WORK WHERE:
A. THE BUILDING STRENGTH IS SUBSTANTIALLY WEAKENED AT ANY POINT DURING THE REMODEL
WORK.
B. REQUIRED EXITS ARE NOT AVAILABLE OR ARE OBSTRUCTED.
C. REQUIRED FIRE SAFETY DEVICES SUCH AS SPRINKLERS, STANDPIPES, AND THE ALARM SYSTEMS
ARE NOT OPERATIONAL.
7. WHERE REQUIRED NECESSARY PERMITS FROM PUBLIC WORKS SHALL BE SECURED AND THE
NECESSARY BARRIERS, PROTECTION FENCES AND/OR CANOPIES SHALL BE ERECTED ALONG
PUBLIC WAYS PRIOR TO STARTING CONSTRUCTION.
8. A SEPARATE MECHANICAL PERMIT SHALL BE SECURED FOR ALL ELECTRICAL, PLUMBING AND
HEATING-VENTILATING WORK.
9. STRUCTURAL ELEMENTS (INCLUDING WALLS & FOOTINGS) WHICH PROJECT INTO PUBLIC
PROPERTY REQUIRES PUBLIC WORKS APPROVAL PRIOR TO ISSUANCE OF BUILDING PERMIT.
10. THE CALCULATIONS & DESIGN ARE TO CONFORM TO THE EXISTING CONDITIONS AS NOTED ON
THE DRAWINGS, AND THEY DO NOT TAKE INTO ACCOUNT ANY FUTURE LOADINGS.
11. NO CALCULATIONS HAVE BEEN MADE TO DETERMINE THE ADEQUACY OF THE EXISTING
STRUCTURE FOR BOTH FRAMING AND LATERAL LOAD RESISTING SYSTEMS UNDER THE CURRENT
BUILDING CODE.
12. IN THE EVENT OF CONFLICT BETWEEN THESE REQUIREMENTS AND THOSE OF GOVERNING
AGENCIES, THE MORE STRINGENT SHALL APPLY, SUBJECT TO THE ACCEPTABILITY OF THE
GOVERNING AGENCY AND THE CONTRACTOR NOTIFYING THE ENGINEER OF ANY DEVIATIONS
PRIOR TO PROCEEDING.
13. PLANS AND DETAILS WERE DEVELOPED BASED UPON A FIELD INVESTIGATION BY THE
STRUCTURAL ENGINEER OF RECORD AND REFLECT THE ACTUAL CONDITIONS OF THE BUILDING
AS OBSERVED.
14. IN ADDITION TO THE INSPECTIONS TO BE MADE BY EMPLOYEES OF THE BUILDING DEPARTMENT,
THE OWNER SHALL EMPLOY A REGISTERED DEPUTY INSPECTOR PER DEMAND FROM BUILDING
INSPECTOR.
15. STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM. STRUCTURAL
OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE
STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED
STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS. STRUCTURAL
OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE
BUILDING INSPECTOR OR THE DEPUTY INSPECTOR.
MAXIMUM
MANUFACTURER
MIDDLE
MINIMUM
MISCELLANEOUS
NEW
NATURAL
NORTH-SOUTH
NOT-APPLICABLE
NUMBER
NEAR SIDE
NOT TO SCALE
ON CENTER
ORIENTED STRAND BOARD
POST ABOVE
PLAN CHECK CORRECTION
PARTIAL JOINT PENETRATION
PRESSURE TREATED
PROPERTY LINE
PLY/PLWD PLYWOOD
PLATE
POUND PER SQUARE FOOT
POUND PER SQUARE INCH
PARALLEL STRAND LUMBER
RADIUS
REFER, REFERENCE
REINFORCING
REQUIRED
ROOF RAFTER
SCHEDULE
STRUCTURAL COMPOSITE LUMBER
SEISMIC DESIGN CATEGORY
SHEET
SHEATHING
SIMILAR
SIMPSON STRONG-TIE
STRUCTURAL OBSERVATION
SPACE/SPACING
SILL PLATE
SPECIFICATIONS
STAINLESS STEEL
STAG/STAGG: STAGGERED
STANDARD
STEEL
STRUCTURAL
SHEAR WALL
TOP & BOTTOM
TOP CHORD OF A TRUSS
THICKNESS
TOE NAIL
TOP OF CONCRETE
TOP OF STRUCT WOOD DIAPHRAGM
TOP OF FLOOR FRAMING
TOP OF STRUCTURAL STEEL
TOP OF WALL
TOP PLATE
TOP PLATE ELEVATION
TRANSVERSE
SEE 'LSL'
TYPICAL
UNLESS NOTED OTHERWISE
VALLEY
VERTICAL
WIDTH
WOOD
WITH
WIDE FLANGE STRUCTURAL STEEL
MAX
MANU
MID
MIN
MISC
(N)
NAT
N-S
N/A
NO/#
NS
NTS
OC
OSB
PA
PCC
PJP
PT
PL
PLY/PLWD
PLT
PSF
PLI
PSL
R
REF
REINF
REQ
RR
SCH
SCL
SDC
SHT
SHTG
SIM
SIMP
SO
SPA
SP
SPEC
SS
STAG/STAGG
STD
STL
STR/STRUCT
SW
T&B
TC
THK
TN
TOC
TOD
TOF
TOS
TOW
TP
TPE
TRAN/TRANS
TS
TYP
UNO/UON
VAL
VER/VERT
W
WD
W/
W8x28"
A35/A34/LTP4/CCQ/CS/ECCQ/GLT/HU/HUC/
HUTF/HUS/HHUS/HHGUS/LUS/MST/MSTC/
CMST/SDS/SSTB/ST/(E.T.C.): TYPICAL SIMPSON
HARDWARE MODELS
LIST OF ABBREVIATIONS
THE FOLLOWING ARE COMMONLY USED ABBREVIATIONS. IN
SOME CASES, THERE MAY BE MORE THAN ONE MEANING FOR
AN ABBREVIATION. IN THESE CASES,IF THE MEANING OF THE
ABBREVIATION IS NOT CLEAR BY CONTEXT, CONTACT THE
ENGINEER FOR AN INTERPRETATION.
AB
ABV
ADD'L
AF
ALT
ARCH
AT
@
BC
BL
BLDG
BLKG
BM
BOT
BN
BSMT
BEY
BP
BS
C8x15
CJ
CJP
CL
CLR
CLG
CMU
CONC
CON
CONT
COL
COOR
CTR
DBL
DFL
DIS
DL: DEAD LOAD
DIA OR Ø
DIAP
DIR
(E)
EA
EF
ELEV
EMB
EN
ENG
EOR
EQ
ES
EW
E-W
EXT
E/
FFE
FB
FIN
FJ
FLR
FT
FTG
FOUN
FRM
FS
F/W
GR
GLB
HD
HDR
HNG
HOR/HORIZ
HT
HSS
INT
INV
JST
KP
L
L4x4x1/4
LBS
LSL
LVL
LW
LONG
ANCHOR BOLT
ABOVE
ADDITIONAL
ARTIFICIAL FILL
ALTERNATE
ARCHITECT
ATT-THREADED
AT
BOTTOM CHORD OF A TRUSS
BELOW
BUILDING
BLOCKING
BEAM
BOTTOM
BOUNDARY NAIL
BASEMENT
BEYOND
BASE PLATE/BOTTOM PLATE
BOTH SIDES
STEEL CHANNEL
CEILING JOIST
COMPLETE JOINT PENETRATION
CENTERLINE
CLEAR
CEILING
CONCRETE MASONRY UNIT
CONCRETE
CONNECTION
CONTINUOUS
COLUMN
COORDINATE
CENTER
DOUBLE
DOUGLAS FIR LARCH
DISTANCE
DEAD LOAD
DIAMETER
DIAPHRAGM
DIRECTION
EXISTING
EACH
EACH FACE
ELEVATION
EMBEDMENT
EDGE NAIL
ENGINEER OR ENGINEERED
ENGINEER OF RECORD
EQUAL
EACH SIDE
EACH WAY
EAST-WEST
EXTERIOR
EDGE OF
FLOOR FINISH ELEVATION
FLOOR BEAM
FINISH
FLOOR JOIST
FLOOR
FOOT
FOOTING
FOUNDATION
FRAMING
FAR SIDE
FACE OF WALL
GRADE
24F-V4 GLULAM BEAM
HOLDOWN
HEADER
HANGER
HORIZONTAL
HEIGHT
HOLLOW STRUCTURAL STEEL
INTERIOR
INVERTED
JOIST
KING POST
LENGTH
STEEL ANGLE
POUND
LAMINATED STRAND LUMBER
LAMINATED VENEER LUMBER
LIGHT WEIGHT
LONGITUDINAL
S-S
36
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E
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JobNo.: 18Ͳ196
Date: 11/19/2018
Tel:(626)308Ͳ2196Fax:(626)308Ͳ2195
AT
900SBaldwinAve.
Arcadia,CA91007
Preparedfor:
DCDesign&ConsultingInc.
1211NAzusaCanyonRd,#B
WestCovina,CA91790
Tel:(626)962Ͳ0997
Preparedby :
Ray Liu Associates, Corp.
600WestMainStreet,Suite#212,Alhambra,CA91801
Fax:(626)962Ͳ0229
ARCADIA,CA
STRUCTURALCALCULATION
FOR
360EDUCATIONACADEMY
10/29/2023
STRUCTURAL CALCULATION
JOB NO.:
TABLE OF CONTENTS
1. USGS Seismic Design Map ………………………………………………
2. RTU Lateral/Vertical Analysis ………………………………………………
Appendix 1 - Unit Dimensions ………………………………………………
18-196
1
4
8
Page 1
Page 2
Page 3
Page 4
1.609
1.609
1.609
0.78
0.78
0.49
2.57
0.78 349
Page 5
349 243
243 4860
Wood Beam ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver:6.18.7.31
Licensee : Ray Liu Associates, Corp.Lic. # : KW-06011524
File = X:\CURREN~1\18-196~1.BAL\CALCUL~1\18-196.ec6
Description :Unit Support Check (Double Joist)
Ray Liu Associates, Crop.
600 West Main Street, Suite #212
Alhambra, CA 91801
Tel: (626)308-2196
Fax: (626)308-2195
Email:ray@rayliuassociates.com
Project Title:360 Education AcademyEngineer:Y.H.Project ID:18-196Project Descr:RTU Calculation
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, CBC 2022, ASCE 7-16
Load Combination Set : IBC 2021
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
Douglas Fir - LarchNo.2
900.0
900.0
1,350.0
625.0
1,600.0
580.0
180.0
575.0 31.20
Analysis Method :
Eminbend - xx ksi
Wood Species :Wood Grade :
Fb +psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :IBC 2021
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Point Load : D = 0.1110 k @ 6.0 ft, (RTU Corner Weight)
Point Load : D = 0.1850 k @ 10.0 ft, (RTU Corner Weight)
Uniform Load : D = 0.0150, L = 0.020 ksf, Tributary Width = 2.0 ft, (DL)
DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.835: 1
Load Combination +D+L+H
Span # where maximum occurs Span # 1Location of maximum on span 9.216ft
33.60 psi=
=
FB : Allowable 900.00psi Fv : Allowable
2-2x12Section used for this span
Span # where maximum occursLocation of maximum on span Span # 1=
Load Combination +D+L+H=
=
=
180.00 psi==
Section used for this span 2-2x12
fb : Actual
Maximum Shear Stress Ratio 0.187 : 1
0.000 ft==
751.10psi fv : Actual
Maximum Deflection
0<360556Ratio =0<240
Max Downward Transient Deflection 0.146 in 1429Ratio =>=360Max Upward Transient Deflection 0.000 in Ratio =
Max Downward Total Deflection 0.375 in Ratio =>=240Max Upward Total Deflection 0.000 in
Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination C i CLCCCCF/V mr td
Shear ValuesMax Stress Ratios
M CV fbM fvF'b VF'vSegment Length
+D+H 0.00 0.00 0.000.001.00Length = 17.416 ft 1 0.575 0.122 0.90 1.000 1.00 1.00 1.00 2.46 465.67 810.00 0.44 162.001.00 19.70
1.00+D+L+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 17.416 ft 1 0.835 0.187 1.00 1.000 1.00 1.00 1.00 3.96 751.10 900.00 0.76 180.001.00 33.60
Page 6
Wood Beam ENERCALC, INC. 1983-2017, Build:10.17.12.10, Ver:6.18.7.31
Licensee : Ray Liu Associates, Corp.Lic. # : KW-06011524
File = X:\CURREN~1\18-196~1.BAL\CALCUL~1\18-196.ec6
Description :Unit Support Check (Double Joist)
Ray Liu Associates, Crop.
600 West Main Street, Suite #212
Alhambra, CA 91801
Tel: (626)308-2196
Fax: (626)308-2195
Email:ray@rayliuassociates.com
Project Title:360 Education AcademyEngineer:Y.H.Project ID:18-196Project Descr:RTU Calculation
Span #
Moment ValuesLoad Combination C i CLCCCCF/V mr td
Shear ValuesMax Stress Ratios
M CV fbM fvF'b VF'vSegment Length
1.00+D+Lr+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.001.00Length = 17.416 ft 1 0.414 0.088 1.25 1.000 1.00 1.00 1.00 2.46 465.67 1125.00 0.44 225.001.00 19.701.00+D+S+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 17.416 ft 1 0.450 0.095 1.15 1.000 1.00 1.00 1.00 2.46 465.67 1035.00 0.44 207.001.00 19.70
1.00+D+0.750Lr+0.750L+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.001.00Length = 17.416 ft 1 0.604 0.134 1.25 1.000 1.00 1.00 1.00 3.58 679.50 1125.00 0.68 225.001.00 30.121.00+D+0.750L+0.750S+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 17.416 ft 1 0.657 0.146 1.15 1.000 1.00 1.00 1.00 3.58 679.50 1035.00 0.68 207.001.00 30.121.00+D+0.60W+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.001.00Length = 17.416 ft 1 0.323 0.068 1.60 1.000 1.00 1.00 1.00 2.46 465.67 1440.00 0.44 288.001.00 19.70
1.00+D+0.70E+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 17.416 ft 1 0.323 0.068 1.60 1.000 1.00 1.00 1.00 2.46 465.67 1440.00 0.44 288.001.00 19.701.00+D+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.001.00Length = 17.416 ft 1 0.472 0.105 1.60 1.000 1.00 1.00 1.00 3.58 679.50 1440.00 0.68 288.001.00 30.12
1.00+D+0.750L+0.750S+0.450W+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 17.416 ft 1 0.472 0.105 1.60 1.000 1.00 1.00 1.00 3.58 679.50 1440.00 0.68 288.001.00 30.121.00+D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 17.416 ft 1 0.472 0.105 1.60 1.000 1.00 1.00 1.00 3.58 679.50 1440.00 0.68 288.001.00 30.12
1.00+0.60D+0.60W+0.60H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.001.00Length = 17.416 ft 1 0.194 0.041 1.60 1.000 1.00 1.00 1.00 1.47 279.40 1440.00 0.27 288.001.00 11.821.00+0.60D+0.70E+0.60H 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00
1.00Length = 17.416 ft 1 0.194 0.041 1.60 1.000 1.00 1.00 1.00 1.47 279.40 1440.00 0.27 288.001.00 11.82
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+L+H 1 0.3752 8.772 0.0000 0.000
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Overall MAXimum 0.825 0.818
Overall MINimum 0.348 0.348
+D+H 0.476 0.469
+D+L+H 0.825 0.818
+D+Lr+H 0.476 0.469
+D+S+H 0.476 0.469
+D+0.750Lr+0.750L+H 0.738 0.731
+D+0.750L+0.750S+H 0.738 0.731
+D+0.60W+H 0.476 0.469
+D+0.70E+H 0.476 0.469
+D+0.750Lr+0.750L+0.450W+H 0.738 0.731
+D+0.750L+0.750S+0.450W+H 0.738 0.731
+D+0.750L+0.750S+0.5250E+H 0.738 0.731
+0.60D+0.60W+0.60H 0.286 0.282
+0.60D+0.70E+0.60H 0.286 0.282
D Only 0.476 0.469
Lr Only
L Only 0.348 0.348
S Only
W Only
E Only
H Only
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PHP:50VTͲ060Ͳ3
UnitDimensions
APPENDIX1
Page 8
9
UNIT DIMENSIONS -- 50VT036--060
74
/
3
4
59
/
2
7
89
/
4
0
14
8
/
6
7
98
/
4
5
15
3
/
7
0
82
/
3
7
66
/
3
0
10
8
/
4
9
17
0
/
7
7
82
/
3
7
66
/
3
0
99
/
4
5
16
5
/
7
5
86
/
3
9
6
9
/
3
1
1
0
4
/
4
7
17
3
/
7
8
86
/
3
9
69
/
3
1
11
3
/
5
1
17
8
/
8
1
92
/
4
2
74
/
3
4
11
1
/
5
0
18
5
/
8
4
92
/
4
2
74
/
3
4
1
2
0
/
5
4
1
9
0
/
8
6
74
/
3
4
59
/
2
7
3.
0
A08253
50
V
T
Page 9