HomeMy WebLinkAbout1228 S Golden West Ave - 2024 - Foshan RestaurantSHEET TITLE:
STAMP:
PROJECT ADDRESS:
SHEET NUMBER
1040 S Otterbein Ave, Suite# B
Rowland Heights, CA 91748
Phone: 909.569.2069
EMail: cnd9@icloud.com
COMMERCIAL
RESIDENTIAL
INTERIOR DESIGNiDEAL
GROUP, Inc.
DESIGN
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PROJECT SUMMARY
1.BEFORE SUBMITTING THE BID, THE CONTRACTOR SHALL CAREFULLY EXAMINE THE PLANS PERTAINING TO
THIS WORK, CONTRACTOR SHALL VISIT THE SITE AND FULLY INFORM HIMSELF AS TO ALL CONDITIONS AND
LIMITATIONS APPLYING TO THIS WORK HE SHALL ESTIMATE AND INCLUDE IN HIS BID A SUM SUFFICIENT TO
COVER THE COST OF ALL LABOR AND MATERIALS TO ACCOMPLISH THE INTENT OF THESE PLANS.
2. THE CONTRACTOR SHALL OBTAIN PERMITS AS REQUIRED BY THE Governing AUTHORITIES FOR
CONSTRUCTION.
3. ELECTRICAL, MECHANICAL AND PLUMBING SYSTEMS SHALL BE DONE BY THE CONTRACTOR.
4. THE CONTRACTOR SHALL PROCURE IN THE OWNER'S NAME, AND CHARGES FOR INSTALLATION OF THE
WATER AND GAS METERS AND ALL PIPING FROM MAIN TO SAID METERS.
5. THE CONTRACTOR SHALL SENT PROPER NOTICES. MAKE ALL NECESSARY ARRANGEMENTS AND PERFORM
ALL SERVICES REQUIRED IN THE MAINTENANCE OF ALL PUBLIC UTILITIES
6. THE CONTRACTOR SHALL REQUIRE SUCH COOPERATION OF THE VARIOUS TRADES AS WILL BE NECESSARY
TO COMPLETE EACH AND EVERY PART OF THE WORK. EVEN
THROUGHOUT SPECIFICALLY INDICATED. NOTED OR DETAILED ON THE DRAWINGS
OR SPECIFICATIONS.
7. DIMENSIONS AND CONDITIONS AT THE JOBSITE SHALL BE VERIFIED BY( THE CONTRACTORS. DISCREPANCIES
IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS OR CODE REQUIREMENTS
SHALL BE REPORTED TO THE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED By THE
ARCHITECT PRIOR TO THE INSTALLATION OF ANY WORK
CONTRACTOR NOTES
TENANT IMPROVEMENT
SITE PLAN
3 4
8
1, EXISTING 6' HOOD CHANGE TO 12' HOOD
NONE ANY ELECTRICAL WORK , AND PLUMBING WORK
DESIGNER/ARCHITECT : KEN FANG /KECHUNG CHOU
21671 GATEWAY CENTER DR
DIAMOND BAR CA 91765
TEL: 909-569-2069
5SHEET INDEX
SCOPE OF WORK
OWNER/CONSULTANT INF
6
7
T-0 TITLE SHEET
A-1 FLOOR PLAN
A-0 EQUIPMENT SCHEDULE
A-2 CEILING PLAN
HD-1 HANDICAPED DETAIL
VICINITY MAP T-0
SITE PLAN
FIRE DEPARTMENT NOTES 1
FOSHAN CANTONESE KING
SITE SIGNAGE B
VAN
ACCESSIBLE
18" ∅
ACCESSIBILITY SIGN DETAIL A
80
"
10
"
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86
"
6"
18
"
4"
2'
-
6
"
22
"
M
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17"MIN
1.) TYPE OF OCCUPANT GROUP : B
2.) TYPE OF CONSTRUCTION : V-B ( FIRE SPRINKLER)
REQUIREMENT 1 EXIT , PROVIDE 1 EXIT
3.) TOTAL AREA: 1124 S.F
4.) BUILDING STORIES : 1
5.) CODE APPLIED
2022 CALIFORNIA BUILDING CODE (22 CBC),
2022 CALIFORNIA PLUMBING CODE (22 CPC),
2022 CALIFORNIA MECHANICAL CODE (22 CMC),
2022 CALIFORNIA FIRE CODE (22 CFC)
2022 CALIFORNIA ELECTRICAL CODE (22 CEC)
2022 CALIFORNIA FIRE CODE
2022 LA COUNTY AMENDMENTS
Comply with 2022 Calgreen Standard Building code. Section 303.1.1
6.) EXTERIOR SIGN, FIRE SPRINKLER UNDER SEPARATE PERMIT .
7.) MAX. EMPLOYEES INCLUDING MANAGER PER SHIFT 4
8.) NUMBERS OF EXITS: 1
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A)A fire inspection and final approval is required before the Building Division will accept a building final inspection request.B)A Knox key box must exist on the building or be purchased and installed before final inspection. A key to the building orsuite shall be given to the fire inspector at time of final inspection. The key will be locked in the Knox box, in the presence of thebuilding owner or representative, for fire department emergency access only. (2019 CFC Section 506.1)C)Portable, dry chemical fire extinguishers of a minimum 2A:10BC and Class K rating must be installed in accord with 2019Fire Code Standards. Unless otherwise specified, extinguishers shall be mounted at visible locations within 75 feet travel distanceof all portions of the occupancy at a height of between 3' to 5' above the finished floor. Class K fire extinguishers shall beinstalled within 30 feet of the Type I hood(2019 CFC Section 906)D)Modifications to automatic kitchen extinguishing system requires a separate plan check, submittal and approval by thefire department. Work shall not commence until a permit is obtained. (2019 CFC Section 901.2)E)In Group B occupancies, key-locking hardware may be used on the main exit when the main exit consists of a single dooror pair of doors if there is a readily visible, durable sign on, or adjacent to, the door stating, “THIS DOOR MUST REMAINUNLOCKED WHEN THIS SPACE IS OCCUPIED.” All other required exit doors shall be openable from the inside without the useof a key, tool, knowledge, or special effort (2019 CFC 1010.1.9.4)
F)Additional exit signs may be required at the time of final inspection, if the ones shown on the plans do not meet the
intent of the code. Tactile exit signage for the visually impaired shall be provided wherever exit signage is required. (2019 CFC1013.1 – 4)G)If emergency illumination is required, additional fixtures may be required in accord with the tenant improvement. Testingof the fixtures will be required at final inspection.H)Individual site address designation (numbers or letters) must be installed on or near all main doors of the suite in 6-inchhigh numbers or letters contrasting the background. (2019 CFC Section 505 & WCMC Amendments)I)HVAC systems with an air handling capacity of greater than 2000 CFM shall have smoke detectors installed within theduct. Said detectors must be tied into the fire alarm system, if one exists. (2019 NFPA 72 & 2019 CA Mechanical Code)
8"
PROJECT HERE
EX H.C PARKINGSPACE
H.C PATH OF TRAVEL FROM
PUBLIC WAY
H.C PATH OF TRAVEL
The handicap accessible path of travel fromthe public way and the handicap parkingspace to the entrance of the building with aseries of lines and arrows. Note on the path oftravel: "No abrupt changes in elevation alongthe path of travel shown. The slope andcrossslope along the path of travel shall notexceed 5% and 2% respectively. Inspector toverify.
sign along the exterior handicap accessible path of travel. Show signage at the
public sidewalk adjacent to the accessible path of travel. Show at every major
junction along the path of travel.
walk crosses or adjoins a vehicularway and the walking surfaces are notseparated by curbs, railings or otherelements between the pedestrianareas and vehicular areas, theboundary between the areas shall bedefined by a continuous detectablewarning which is 36 inches wide,complying the CBC Section 1 lB-705
& Fig. l lB-705.1.
8'-0"
18
'
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0
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9'-0"
5'-0"
9'-0"
4'-0"
a.Provide a (5') (8') access aisle on the passenger side of thevehicle.b.Parking spaces must be located so that the disabled are notcompelled to walk or wheel behind parked cars other than their
own. [CBC Section l lB-502.7.1]
c.Show detail of the conforming curb ramp along the path of
travel from the accessible parking space and public way to the
entrance of the building/tenant space.d.Show the following signage: [CBC 1 lB-502.6]1.Accessible parking space identification on a pole or wall.
Painted universal accessibilitysymbol on the paved surfaceof each accessible parkingstall.
Van Accessible" sign on each van accessible parking stall.Painted "No Parking" sign on the paved surface of theaccess aisle.
On the pole/wall sign, ADD a sign stating: "$250minimum fine". The border of the access aisle shall bepainted blue.
A
B
HD-111B-6
S-1 ROOF FRAMING AND DETAIL
SHEET TITLE:
STAMP:
PROJECT ADDRESS:
SHEET NUMBER
1040 S Otterbein Ave, Suite# B
Rowland Heights, CA 91748
Phone: 909.569.2069
EMail: cnd9@icloud.com
COMMERCIAL
RESIDENTIAL
INTERIOR DESIGNiDEAL
GROUP, Inc.
DESIGN
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MATERIALS NOTES:
FINISH SCHEDULE NOTES:
2
ALL FINISHES SHALL COMPLY WITH TABLE 803.11, CBC.
TO SUBMIT SHOP DRAWINGS AND FOAM PANEL SPECS OF WALK IN COOLER AND FREEZER TO BUILDING
DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.
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.
1010.1.9.4 BOLT LOCKS. MANUALLY
OPERATED FLUSH BOLTS OR SURFACE
BOLTS ARE NOT PERMITTED.
DOORS SCHEDULE
DR. TYPE/SIZE DESCRIPTION FRAME REMARKS SYMOBLE
A 36"X6'-8"
ROOM FINISH SCHEDULE 4
FLAME SPREAD CLASSIFICATION
ALUM/TEMP.GLASS
TEMP.GLASS 32" CLR. DR.,SELF-CLOSING.
QUARRY TILE DETAIL
EX
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.
34
"
T
O
4
4
"
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.
1010.1.3 DOOR OPENING FORCE. THE FORCE FOR PUSHING OR PULLING
OPEN INTERIOR SWINGING EGRESS DOORS, OTHER THAN FIRE DOORS,
SHALL NOT EXCEED 5 POUNDS (22 N). THESE FORCES DO NOT APPLY TO
THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DIS-ENGAGE OTHER
DEVICES THAT HOLD THE DOOR IN A CLOSED POSI-TION. FOR OTHER
SWINGING DOORS, AS WELL AS SLIDING AND FOLDING DOORS, THE DOOR
LATCH SHALL RELEASE WHEN SUBJECTED TO A 15-POUND (67 N) FORCE.
THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30-POUND
(133 N) FORCE. THE DOOR SHALL SWING TO A FULL-OPEN POSITION WHEN
SUBJECTED TO A 15-POUND (67 N) FORCE.
EQUIPMENT
SCHUDULE
BASE WALL CEILING
ITEM
NAME
ROOM
FLOOR
3
1
INT & EXIT DOORS SLAB FORCE MAX.
5
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EQUIPMENT SCHEDULE
B 36"X6'-8"WOOD, PAINT HM/KD 32" CLR. DR., SELF-CLOSING.
C 36"X6'-8"METAL, PAINT METAL 32" CLR. DR., SELF-CLOSING.DOOR WITH INSTALLED PANIC HARDWARE
TO SWING IN
THE DIRECTION OF EGRESS TRAVEL20 MIN FIRE RATED EX
EX
RESTROOM
SERVICE AREA
KITCHEN/PREP AREA
CUSTOMER
ALL WALLS AND CEILINGS (EXCEPT IN THE DINING ROOM AND BAR) SHALLBE SMOOTH, DURABLE, NON-ABSORBENT, AND EASILY CLEANABLE (GLOSS ORSEMI-GLOSS). COVE BASE TILE SHALL BE MINIMUM3/8” RADIUS AND MINIMUM 4”HEIGHT TILE. FLOOR SHALL BE SMOOTH, DURABLE, EASY TO CLEAN, AND NON-ABSORBENT. FINISH ON FLOOR AND BASE COVING TILE IN BATHROOMS, FLOOR SHALL BE SMOOTH,DURABLE, EASY TO CLEAN, AND NON- ABSORBENT,
STORAGE ROOM
NOEX.NEW
1
1
1
1
1
1
1
1
1
KITCHEN AREA
1
1
1
1
1LOT
1
2
1LOT
1
1
2
1
1
1LOT
1LOT
1
1
1
1
18 x 48
EX MEN'S
RESTRM
EX WOMEN'S
RESTRM
EX PANEL"A"
EX
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EX
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EX KITCHEN AREA
EX SERVICE AREA
EX DINING AREA
FAN
FAN
MEN'S
RESTRM
WOMEN'SRESTRM
EX PANEL"A"
EX
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EX
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KITCHEN AREA
SERVICE AREA
DINING AREA
18 x 48
SHEET TITLE:
STAMP:
PROJECT ADDRESS:
SHEET NUMBER
1040 S Otterbein Ave, Suite# B
Rowland Heights, CA 91748
Phone: 909.569.2069
EMail: cnd9@icloud.com
COMMERCIAL
RESIDENTIAL
INTERIOR DESIGNiDEAL
GROUP, Inc.
DESIGN
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FLOOR PLAN
A-1
2
OCCUPANCY LOADAREASECTION
TOTAL 38
O.L =90/100=1EX SERVICE AREA 90sq. ft.
369sq. ft.EX KITCHEN AREA O.L = 369/200 =2
1124 sq. ft.
OCCUPANCY LOAD CACULATION
TABLE CLEARANCES
19" MIN
34
"
M
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29
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LEGEND:
1PLUMBING 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.
1 : 1 -50 1 :1-25
MALE : 38/2=19
FEMALE: 38/2=19
1 :1-200 1 :1-150 1 :1-150
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ALL ARE EXISTING WALL, NO CHANGE.
EXIT
FLOOR SINK
FLOOR DRAIN
EXIT SIGN PROVIDE ILLUMINATED "EXIT" SIGN BACK-UP POWER 90 MIN.
RESTROOM AREA/HALL WAY 278 sq. ft.
PROPOSED FLOOR PLAN
■■
EXISTING FLOOR PLAN
WITH FIXED SEATING 209 sq. ft.
35 LF / PERSONDINING
AREA
the alteration does not increase the occupant load based on Table A and hasthe same occupancy classification (this may include a change in use), then thealteration in the tenant space may maintain their existing number of plumbingfixtures.
40'-8"6'-0"5'-0"26'-2"
79'-4"
4'-0"48'-4"26'-2"
79'-4"
10
'
-
7
"
3'
-
0
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3"
14
'
-
2
"
FI
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10
'
-
7
"
3'
-
0
"
5"
14
'
-
2
"
Ø5'-
0
"
Ø 5'-0
"
4'
-
8
"
3'
-
0
"
4'X4'
C
L
R
5'X5'
C
L
R
EX
EX EX
■SIGN ABOVE THE DOOR:"EXIT DOOR MUST BE
OPENABLE FROM EGRESS SIDE WITHOUT THE USE
OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT."
(2019 CBC 1010.1.9)
■LIMIT THRESHOLD = 1/2" MAX.
LOWER 10" OF THE DOOR SHALL BE
SMOOTH PLANE SURFACE
H.C
LOGO
PROVIDE AT LEAST 36" LONGCOUNTER AT CASH REGISTERTHAT BETWEEN 28" TO 34"ABOVE FINISHED FLOOR PERCBC11B-904.4.1
209 S.FFIXED TABLETOTAL 35 PERSONS
AREA:90 S.FOL.=90/100=1 AREA:54 S.F AREA:45 S.F
AREA:369 S.FOL.=369/200=2
35
N
N
EX
1
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 1 lB-404.2.4
& Table 404.2.4.1]
an international accessibility symbol on all accessible entranceswhere not all entrances comply with Sec. llB-404. [CBC llB-216.6]
Tactile exit signage: [CBC Sec. 1013 .4 and Sec. 11 B-703]Tactile exit signs shall be required at the following locations:1.A tactile exit sign with the word, "EXIT", shall identify each grade level exterior exit door.2. Provide a detail of each type of sign and reference their locations on the floor plan
the type of hardware for each door to comply with disabled access requirements (lever type,
push-pull, panic, etc.) [CBC 1 lB-404.2.7 & 309.4]
B.Specify that the bottom 10 inches of all doors, except automatic and sliding, shall
have a smooth, uninte1rupted surface. [CBC 1 lB-404.2.10]
Counters for pass-thru windows and transaction stations shall be 28" to 34" highand 36" minimum wide. [CBC 1 lB-904.4.2] See service counter.
1
19"
19
"
EX
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EX CEILING
PLAN
A-2
SHEET TITLE:
STAMP:
PROJECT ADDRESS:
SHEET NUMBER
1040 S Otterbein Ave, Suite# B
Rowland Heights, CA 91748
Phone: 909.569.2069
EMail: cnd9@icloud.com
COMMERCIAL
RESIDENTIAL
INTERIOR DESIGN
iDEAL
GROUP, Inc.
DESIGN
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LIGHTING FIXTURE SCHEDULE
EXIT
EX REFLECTED CEILING PLAN
NOTE:
LEGEND:
EX T-BAR CEILING HEIGHT
AFF +9'-10"
WASHABLE &SMOOTH
EX DRYWALL CEILING
AFF +8'-0"
EX DRYWALL CEILING
AFF +8'-0"
AFF +9'-10"
EX DRYWALL CEILING
AFF +9'-0"
EX DRYWALL CEILING
AFF +9'-10"
DRYWALL CEILINGWASHABLE &SMOOTH
AFF +9'-0"
EX DRYWALL CEILING 100 CFM 100 CFM
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX EX EX EX
EX EX EX EX
EXEXEXEX
EX EX EX EX EX EX EX EX
EX
EX
EX
LIGHTINGFIXTURE ANDFAN INTERLOCK
LIGHTINGFIXTURE ANDFAN INTERLOCKEX
EX
EX
EX MEN'S
RESTRM
EX WOMEN'S
RESTRM
EX PANEL"A"
EX
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EX
I
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EX KITCHEN AREA
EX SERVICE AREA
EX DINING AREA
FAN
FAN
SHEET TITLE:
STAMP:
PROJECT ADDRESS:
SHEET NUMBER
1040 S Otterbein Ave, Suite# B
Rowland Heights, CA 91748
Phone: 909.569.2069
EMail: cnd9@icloud.com
COMMERCIAL
RESIDENTIAL
INTERIOR DESIGNiDEAL
GROUP, Inc.
DESIGN
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A-3
FRAMING
ROOFPLAN
EX ROOF FRAMING PLAN
(2)2x10 @24" O.C
12'-0"
4'
-
0
"
EF#1 WEIGHTS= 184 LBS
MA#1 WEIGHTS=357 LBS
HOOD WEIGHTS 12X40 LBS/LF =480 LBS
26'-2"
(2)2x10 @24" O.C
(2)2x10 @24" O.C
EX
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SHEET TITLE:
STAMP:
PROJECT ADDRESS:
SHEET NUMBER
1040 S Otterbein Ave, Suite# B
Rowland Heights, CA 91748
Phone: 909.569.2069
EMail: cnd9@icloud.com
COMMERCIAL
RESIDENTIAL
INTERIOR DESIGNiDEAL
GROUP, Inc.
DESIGN
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HANDICAPED
DETAIL
HD-1
SIGNAGE SC: N.T.S2
H/C SIGN SC: N.T.S.3
H/C TOILET SC: N.T.S.4
H/C TOILET SC: N.T.S.5H/C LAV.
ENTRANCE SIGN
SC: N.T.S.
SC: N.T.S.
SC: N.T.S.
10
8
7
TOILET ACCESS.
GRAB BARS
H/C URINALS
SC: N.T.S.
SC: N.T.S.
SC: N.T.S.
15
13
12
THRESHOLDSSC: N.T.S.20SC: N.T.S.25SC: N.T.S.30
FLOORS SC: N.T.S.23
DOORS & DOOR HARDWARESC: N.T.S.24
BRAILLE SIGNSC: N.T.S.18
CUPS
17SC: N.T.S.22DOOR SIGNAGE
WALKS, HAZARDS, PORTRUDING OBJECTS
EX H/C PARKING 11B-6H/C TOILET
WALL-MOUNTED WATER CLOSETS
SIDE VIEW FRONT VIEW
INSTALL FRP OR CERAMICTILE ON ALL RESTROOM WALLS TO 48" AFF
19
"
M
I
N
12" MIN
·
IIB-703.5.7 Stroke thickness. Stroke thickness of theuppercase letter "I" shall be 10 percent minimum and 20percentmaximum of the height of the character.11 B-703.5.8 Character spacing. Character spacing shall bemeasuredbetween the two closest points of adjacentcharacters, excluding word spaces. Spacing between individualcharacters shaH be 10 percent minimum and 35percentmaximum of character height.11 B-703.5.9 Line spacing. Spacing between the baselinesof separate lines of characters within a message shall be135 percent minimum and 170 percent maximum of thecharacterheight.IIB-703.5.10 Format. Text shall be in a horizontal format.IIB-703.6 Pictograms. Pictograms shall comply withSection11B-703.6.IIB-703.6.1 Pictogram field. Pictograms shall have afield height of 6 inches (152 mm) minimum. Characters andBrailleshall not be located in the pictogram field.IIB-703.6.2 Finish and contrast. Pictograms and their field shallhavea non-glare finish. Pictograms shall contrastwith their field with either a light pictogram on a darkfield or adarkpictogram on a light field.IIB-703.6.3 Text descriptors. Pictograms shall have textdescriptors located directly below the pictogram field.Text descriptors shall comply with Sections 11B-703.2,11B-703.3and 11B-703.4.
18
'
-
0
"
M
I
N
.
9'-0"
8'-0" MIN .AT VAN ACCESSIBLEPARKING STALLFIGURE11B-502.2
ON CENTER PAINTED ACOLOR CONTRASTINGWITH 36" MAX.STRIPESAT THE PARKINGSURFACE, PREFERABLYBLUE OR WHITE
IDENTIFICATION SIGN 70SQ.INCH ACCESSIBILITYSIGN PER SEC.11B-502.6
TRUNCATED DOMES AREREQUIRED AT ALL CURBRAMPS.
TYP.PAVEMENT SYMBOLPER SEC.1129 B.4
INTERNATIONAL SYMBOLOF ACCESSIBILITY 36INCHES (914 MM) BY 36
INCHES (914 MM) MIN
24" MIN
1
THE SIDE WALL GRAB BAR SHALL BE 42 INCHES LONG MINIMUM,LOCATED 12 INCHES MAXIMUM FROM THE REAR WALL AND
EXTENDING 54 INCHES MINIMUM FROM THE REAR WALL WITHTHE FRONT END POSITIONED 24 INCHES MINIMUM IN FRONT OFTHE WATER CLOSET. (CBC I1B-604.5.1)
18
"
PAPER HOLDER WITHOUT STOPS
9"
M
I
N
27
"
M
I
N
29
"
M
I
N
34
"
M
A
X
40
"
M
A
X
WHEEL STOP
6"MAX
TOE
CLEARANCES
8"MIN
17"MIN
DEPTH
30"WIDE
KNEECLEARANCES30"WIDE
SANITARYNAPKINS
8"MIN 6"MAX
9"
M
I
N
27
"
M
I
N
54"MIN
12"MAX
DRYER
8"
8"
5'
-
0
"
ACCESSIBILITY SIGN
WHITE BLUEA.
F
.
F
.
1'-0"
24"MIN
17
"
M
I
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-
1
9
"
M
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24"MIN
7"-9
33
"
-
3
6
"
17"-18"
33
"
-
3
6
"
17
"
M
A
X
13 1/2""MIN
36"MINGRAB BAR
42"MIN GRAB BAR
E. 5LB. MAXIMUM PRESSURE TO OPERATE FLUSH VALVE.1503(b) (PER CBC CHAPTER 11B)F. 14"MINIMUM PROJECTION FROM WALL(PER CBC CHAPTER 11B)G. FLOOR SURFACES ARE SMOOTH, HARD AND NON-ABSORBENT EXPANDING UP WARD A MINMUM OF 5"ONTO WALLS. (PER CBC CHAPTER 11B)H. WALLS WITHIN 24" OF FRONT AND SIDES OF URINAL ARE SMOOTH HARD AND NON-ABSORBENT TO 48"HEIGHT,AND ARE NOT ADVERSELY AFFECTED BY MOISTURE(PER CBC CHAPTER 11B)
SPOUT HEIGHT AND KNEE CLEARANCE
30"
REQUIREDCLEAR SPACE48
"
M
I
N
DOORS1. MINIMUM 3' IN WIDTH, 6'-8" IN HEIGHT. (PER CBC CHAPTER 11B)2. OPENS A MINIMUM OF 90 DEGREES. (PER CBC CHAPTER 11B)3. CLEAR WIDTH OF THE DOORWAY IS 32" MINIMUM. (PER CBC CHAPTER 11B)4. DOUBLE DOORS/ AUTOMATIC DOORS - AT LEAST ONE DOOR MUST COMPLY WITH A, B AND C ABOVE. (PER CBC CHAPTER 11B)
5. BOTTOM 10" OF DOOR HAS A SMOOTH, UNINTERRUPTED SURFACE (KICK PLATE). (PER CBC CHAPTER 11B)6. EFFORT TO OPERATE DOORS IS WITHIN PRESSURES ALLOWED A. INTERIOR DOORS - 5 POUNDS MAXIMUM PRESSURE TO OPERATE. 3304(i.2) (PER CBC CHAPTER 11B) B. EXTERIOR DOORS - 5 POUNDS MAXIMUM PRESSURE TO OPERATE. (PER CBC CHAPTER 11B) C. FIRE DOORS - 15 POUNDS MAXIMUM PRESSURE TO OPERATE.
(PER CBC CHAPTER 11B)7. AUTOMATIC DOORS MUST PROVIDE A MINIMUM 32" CLEARANCE WHEN FULLY OPEN. (PER CBC CHAPTER 11B)
DOORS HARDWARE1. EXIT DOORS ARE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (PER CBC CHAPTER 11B)2. OPERABLE WITH A SINGLE EFFORT (EX. LEVER TYPE, PANIC BARS OR PUSH- PULL TYPE. (PER CBC CHAPTER 11B)3. OPENING HARDWARE IS CENTERED BETWEEN 34" AND 44" ABOVE FINISH
FLOOR. (PER CBC CHAPTER 11B)4. DOOR CLOSERS, IF PRESENT, MUST BE SET SO THAT IT TAKES AT LEAST 3 SECONDS TO CLOSE FROM AN OPEN POSITION OF 70 DEGREES TO WITHIN 3" OF THE LATCH. 4.13.10 DM-31 PER CBC CHAPTER 11
60
"
DOOR SWING PATH
FLOORS AND LEVELS
1. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND INACCESSIBLE ROOMS AND SPACES INCLUDING FLOORS, WALKS, RAMPS, STAIRS AND CURB RAMPS ARE STABLE, FIRM AND SLIP RESISTANT. (PER CBC CHAPTER 11B)
2. CARPETS OR CARPET TILES ARE SECURELY ATTACHED AND HAVE A LEVEL LOOP,
TEXTURED LOOP, LEVEL-CUT PILE OR LEVEL-CUT/UNCUT PILE WITH PILE NOT
EXCEEDING 1/2" IN HEIGHT. (PER CBC CHAPTER 11B)
3. EXPOSED EDGES OF CARPET ARE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. (PER CBC CHAPTER11B)
WALKS
1. CONTINUOUS COMMON SURFACE IS NOT INTERRUPTED BY STEPS OR ABRUPT
CHANGES IN LEVEL. (PER CBC CHAPTER 11B)2. ABRUPT CHANGES IN LEVEL DO NOT EXCEED 1/4". (PER CBC CHAPTER 11B)3. LEVEL CHANGES BETWEEN 1/4"-1/2" ARE BEVELED A MINIMUM OF 1:2. 1 (PER CBC CHAPTER 11B)4. SLOPE IN THE DIRECTION OF TRAVEL DOES NOTEXCEED 1:20 GRADIENT (5.0%) (PER CBC CHAPTER 11B)5. CROSS SLOPE DOES NOT EXCEED 1:50 GRADIENT (2.0%). (PER CBC CHAPTER 11B)
6. 48" MINIMUM WIDTH OF WALKWAYS. (PER CBC CHAPTER 11B)7. NO GRATINGS (IF GRATINGS ARE NECESSARY, GRID OPENINGS ARE A MAXIMUM OF 1/2" IN DIRECTION OF TRAFFIC FLOW.) (PER CBC CHAPTER 11B)8. SURFACE IS SLIP RESISTANT. (PER CBC CHAPTER 11B)
HAZARDS1. ABRUPT CHANGES IN LEVELS, EXCEPTD BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR DRIVEWAY, EXCEEDING FOUR INCHES (4") IN VERTICAL HEIGHT, SUCH AS AT PLANTERS OR FOUNTAINS LOCATED IN OR ADJACENT TO WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS, REQUIRE WARNING CURBS
A MINIMUM OF 6" IN HEIGHT ABOVE THE WALKWAY SURFACE. A. ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIANS WAY SHALL BE A MINIMUM OF 80" ABOVE THE WALKING SURFACE ( MEASURED FROM THE BOTTOM OF THE OBSTRUCTION). (PER CBC CHAPTER 11B) B. IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80", A BARRIER TO WARN BLIND OR VISUALLY IMPAIRED PERSONS IS PROVIDED. (PER CBC CHAPTER 11B) C. SIDEWALKS / WALKS SHALL BE CLEAR OF HAZARDS. (PER CBC CHAPTER 11B)
PROTRUDING OBJECTS
2. OBJECTS PROJECTING FROM WALLS WHOSE LEADING EDGES ARE BETWEEN
27" AND 80" ABOVE THE FINISHED FLOOR DO NOT PROTRUDE MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES. (OBJECTS WHOSE LEADING EDGES ARE AT OR BELOW 27" ABOVE THE FINISHED FLOOR MAY PROTRUDE ANY AMOUNT). (PER CBC CHAPTER 11B) A. PROTRUDING OBJECTS MAY NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. B. FREE STANDING OBJECTS MOUNTED ON POSTS OR PYLONS OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE FINISHED FLOOR. (PER CBC CHAPTER
11B) C. WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES HAVE A MINIMUM OF 80" CLEAR HEAD ROOM. (PER CBC CHAPTER 11B) D. IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS REDUCED TO LESS THAN 80", A BARRIER TO WARN THE BLIND OR VISUALLY-IMPAIRED PERSONS SHALL BE PROVIDED. (PER CBC CHAPTER 11B)
TOWELSWASTETOWELS&WASTE
40
"
M
A
X
TYPICAL RESTROOM WALL SIGNAGE
58
-
6
0
I
N
C
H
E
S
T
O
C
E
N
T
E
R
L
I
N
E
O
F
S
Y
M
B
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L
WALL MOUNTED SIGNAGE TO BELOCATED ON LATCH SIDE OFDOOR SWING. MOUNT AT 60" TOCENTER LINE OF SIGN FROMFLOOR
CORRESPONDING GRADE IIBRAILLE
LETTERING RAISED 1/32"UPPER-CASE CHARACTERS
34
"
T
O
4
4
"
The mounting height of the signs to be as follows
per CBC 11B-703.4.1:
i)Raised characters shall be 60 inches
maximum above the finished floor,
measured from the baseline of the
highest line of raised characters.
ii)Braille shall be 48 inches minimum
above the finished floor, measured from
the baseline of the lowest line of Braille.
9"
48
"
M
I
N
1.THE ACCESSIBLE RESTROOM BRAILLE
(TACTILE CHARACTERS) WALL SIGNS
SHALL BE MOUNTED AT 48” MINIMUM AFF
MEASURED FROM THE BASELINE OF THE
LOWEST LINE OF BRAILLE AND 60”
MAXIMUM AFF MEASURED FROM THE
BASELINE OF THE HIGHEST LINE OF
RAISED CHARACTERS AND SHALL BE
LOCATED ALONGSIDE THE DOOR AT THE
LATCH SIDE WITH A CLEAR FLOOR
SPACE OF 18”. REFER TO 2016 CBC
SECTION 11B-703.4.
60
"
M
A
X
.
HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH SECTION 11B-309.4. OPERABLE PARTS OF SUCH
HARDWARE SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION,
OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. 2016 CBC SECTION 11B-404.2.7
ACCESSIBLE URINALS SHALL BE THE STALL-TYPE OR THE
WALL-HUNG TYPE WITH THE RIM 17 INCHES MAXIMUM ABOVE THE
FINISH FLOOR OR GROUND. URINALS SHALL BE 13½” INCHES DEEP
MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM
TO THE BACK OF THE FIXTURE. 2016 CBC SECTION 11B-605.2
GRAB BARS SHALL BE
INSTALLED IN A HORIZONTAL
POSITION, 33 INCHES MINIMUM
AND 36 INCHES MAXIMUM
ABOVE THE FINISH FLOOR
MEASURED TO THE TOP OF
THE GRIPPING SURFACE. 2016
CBC SECTION 11B-609.4.
1 12"
M
I
N
THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1½” (ABSOLUTE). THE RECESSED DISPENSER
CANNOT ENCROACH INTO THIS REQUIRED ABSOLUTE SPACE. 2016 CBC SECTION 11B-609.3.
11B-502.6 IDENTIFICATION. PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OFACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1 IN WHITE ON A BLUE BACKGROUND. SIGNS IDENTIFYING VAN PARKINGSPACES 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 SURFACEMEASURED TO THE BOTTOM OF THE SIGN. EXCEPTION: SIGNS LOCATED WITHIN A CIRCULATION PATH SHALL BE A MINIMUMOF 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 70SQUARE 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 SECTION11B-502. WHERE PARKING SPACES ARE MARKED WITH LINES, WIDTH MEASUREMENTSOF PARKING SPACES AND ACCESS AISLES SHALL BE MADE FROM THE CENTERLINEOF THE MARKINGS.
9'-0"
11B-502.2 VEHICLE SPACES. CAR AND VAN PARKING SPACES SHALL BE 216INCHES (5486 MM) LONG MINIMUM. CAR PARKING SPACES SHALL BE 108INCHES (2743 MM) WIDE MINIMUM AND VAN PARKING SPACES SHALL BE 144INCHES (3658 MM) WIDE MINIMUM, SHALL BE MARKED TO DEFINE THE WIDTH,AND SHALL HAVE AN ADJACENT ACCESS AISLE COMPLYING WITH SECTION11B-502.3. EXCEPTION: VAN PARKING SPACES SHALL BE PERMITTED TO BE 108INCHES (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 PAINTEDBORDERLINE AROUND THEIR PERIMETER. THE AREA WITHIN THE BLUEBORDERLINES SHALL BE MARKED WITH HATCHED LINES A MAXIMUM OF 36INCHES (914 MM) ON CENTER
11B-502.4 FLOOR OR GROUND SURFACES. PARKING SPACES AND ACCESS AISLESSERVING THEM SHALL COMPLY WITH SECTION 11B302. ACCESS AISLES SHALL BE ATTHE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARENOT PERMITTED. EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BEPERMITTED. 11B-502.5 VERTICAL CLEARANCE. PARKING SPACES, ACCESS AISLES ANDVEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98INCHES (2489 MM) MINIMUM
11B-502.8.1 SIZE. THE ADDITIONAL SIGN SHALL NOT BE LESS THAN 17 INCHES (432 MM) WIDE BY 22INCHES (559 MM) HIGH. 11B-502.8.2 LETTERING. THE ADDITIONAL SIGN SHALL CLEARLY STATE INLETTERS WITH A MINIMUM HEIGHT OF 1 INCH (25 MM) THEFOLLOWING: “UNAUTHORIZED” VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHINGPLACARDS OR SPECIAL ’
ALL DISPENSERS
40" MAX TO HIGHEST
OPERABLE PART
19
"
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7"-9"
42" MIN
54" MIN
TO
P
O
F
G
R
A
B
B
A
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GR
I
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P
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G
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U
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33
"
-
3
6
"
THIS IMAGE REPRESENTS THE DOOR
SYMBOL THAT IS REQUIRED BY CBC
11B-216.8 TO IDENTIFY AN
ALL-GENDER/UNISEX SINGLE-USER TOILET
FACILITY. THE SYMBOL MUST COMPLY WITH
THE REQUIREMENTS OF CBC 11B-703.7.2.6.3.
NO PICTOGRAM, TEXT, OR BRAILLE IS
REQUIRED ON THE SYMBOL.
1
FO
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K
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12
2
8
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D
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W
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A
V
E
AR
C
A
D
I
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C
A
9
1
0
0
7
E
SN
T
AT
S
ECIL T
IA
FO CA L I F O R N
A
IHCERD
T
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E
SN
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AT
S
ECIL T
IA
FO CA L I F O R N
A
IHCERD
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CLEAR
32"MIN.
6'
-
0
"
9'-0"
4'-0"1'-6"
Ø5'-0"
FLUSH
ACTIVATORON WIDESIDE
54" MIN
"0" CURB "0" CURB
538 Rocco Circle, Corona, CA 92882 Office: (949)521-1791Email: Yaozhang99@yahoo.com
DATE:5/27/2024
CLIENT:
JOB NO.:240514
STRUCTURAL CALCULATIONS FOR PROJECT AT:
Project:
1228 S. GOLDEN WEST AVE.ARCADIA, CA 91007
FOSHAN CANTONESE KINGTENANT IMPROMENT
PAGE: 2
DATE: 05/28/24
Project #: 240514
1228 S GOLDEN W
1 BM @ rafter Member Span:26.00 ft
Uniform Loads Lr L D TributaryRoof = (20.0 10.0 psf ) x (3/2 ) ftWall = (16.0 psf ) x ( ) ftFloor = (40.0 24.0 psf ) x ( ) ftMisc.= (0.0 psf ) x ( ) ftBm. Wt. = ( plf )
Concentrated Loads Lr L D Location DescriptionLoad, P1 = (0.00 0.00 0.30 ) kip at 15.0 ft HALF OF MAKEUPLoad, P2 == (0.00 0.00 0.00 ) kip at 0.0 ft RxnLoad, P3 == (0.00 0.00 0.00 ) kip at 0.0 ft NONELoad, P4 == (0.00 0.00 0.00 ) kip at 0.0 ft NONE
Allowable Stresses and Section PropertiesModulus of Elasticity, E ........................……………..1,600 ksi Load Duration Factor, CD …………………………………..1.25 RoofAllowable Bending Stress, Fb .................................…………..900 psi Repetitive Member Factor, Cr ………………………………………..1.00Allowable Shear Stress, Fv .....................................………………180 psi Volume Factor, Cv ………………………………………..1.00Allowable Deflection ……………………………………………………………………..L /180 …... ≤0.9 Size Factor, Cf ………………………………..0.90Actual Beam Depth, d .....................................…………………………13.25 in Total Reaction (Right), Rr ………………………………..0.69 kipActual Beam Width, b ..................................…………………..1.50 in Total Reaction (Left), Rl ………………………………..0.65 kip
Moment :MMAX........................5.2 kip-ft Sreq'd................................61.1 <87.8 in3 …………………..*O.K.*70%Shear :VMAX...............................0.7 kip Areq'd.................................4.4 <39.8 in2 ……………………*O.K.*11%Deflection :ΔMAX .....................................0.64 in ΔAllow …………..0.900 in …... L /489 ……………………………………………….……………………………………………….*O.K.*71%
USE BEAM :(2) -2 x 14 Rxn, R1 =0.65 kips
ALTERNATE :NA .Rxn, R2 =0.69 kips
2 BM @ NOT USED Member Span: ft
Uniform Loads Lr L D TributaryRoof = (16.0 0.0 10.0 psf ) x ( ) ftWall = (16.0 psf ) x ( ) ftFloor = (40.0 12.0 psf ) x ( ) ftMisc.= (10.0 6.0 psf ) x ( ) ftBm. Wt. = ( plf )
Concentrated Loads Lr L D Location DescriptionLoad, P1 = (0.00 0.00 0.80 ) kip at 12.0 ft HALF OF MAKEUPLoad, P2 == (0.00 0.00 0.00 ) kip at 0.0 ft RxnLoad, P3 == (0.00 0.00 0.00 ) kip at 0.0 ft NONELoad, P4 == (0.00 0.00 0.00 ) kip at 0.0 ft NONE
Allowable Stresses and Section PropertiesModulus of Elasticity, E ........................……………..1,800 ksi Load Duration Factor, CD …………………………………..1.25 RoofAllowable Bending Stress, Fb .................................…………..1,300 psi Repetitive Member Factor, Cr ………………………………………..1.00Allowable Shear Stress, Fv .....................................………………240 psi Volume Factor, Cv ………………………………………..#DIV/0!Allowable Deflection ……………………………………………………………………..L /180 …... ≤1.1 Size Factor, Cf ………………………………..#DIV/0!Actual Beam Depth, d .....................................…………………………0.00 in Total Reaction (Right), Rr ………………………………..#DIV/0!kipActual Beam Width, b ..................................…………………..0.00 in Total Reaction (Left), Rl ………………………………..#DIV/0!kip
Moment :MMAX........................#DIV/0!kip-ft Sreq'd................................#DIV/0!#DIV/0!0.0 in3 …………………..#DIV/0!#DIV/0!Shear :VMAX...............................#DIV/0!kip Areq'd.................................#DIV/0!#DIV/0!0.0 in2 ……………………#DIV/0!#DIV/0!Deflection :ΔMAX .....................................#DIV/0!in ΔAllow …………..0.000 in …... L /#DIV/0!……………………………………………….……………………………………………….#DIV/0!#DIV/0!
USE BEAM :x Rxn, R1 =#DIV/0!kips
ALTERNATE :NA .Rxn, R2 =#DIV/0!kipsGLB
YAO ZHANG CONSULTING ENGINEERS
WOOD BEAM DESIGN: NDS 2018 (ASD)
D.F. #2
Rl
P1 P2
Rr
L1
L2
L
Uniform
Rl
P1 P2
Rr
L1 L2
L
Uniform
BEAM_.xlsx (Rev. 03/2014)
Page:Date:5/28/2024Project #:240514
1228 S GOLDEN W HOOD
(Based on ASCE 07-16)
Ss=2.010 Fa=1.20 SMS=Fa*Ss=2.412 1.608 Site Class DS1=0.706 Fv=1.50 SM1=Fv*S1=1.059 0.706 SDC D
HOOD Unite Weight =488 lbsComponent Operating Weight Wp =488 lbsComponent Importance Factor Ip =1.0Component Amplification Factor ap =1.0
Component Response Modifcation Factor Rp =1.5Height of Equipment z =10.0 ftHeight of Roof h =10.0 ft
Seismic Design ForceFp = 0.4apSdsWp(1+(2z/h))/(Rp/Ip) =1.29 Wp =628 lbs Eqn. 13.3-1 ASCE 07-16Fp max = 1.6SdsIpWp =2.57 Wp Eqn. 13.3-2 ASCE 07-16Fp min = 0.3SdsIpWp =0.48 Wp Eqn. 13.3-3 ASCE 07-16
1/4"Aircraft Cable Capacity =1400 lbs x1 =1400 >628
Use (1) 1/4 inch dia. Aircraft Cable @ Each Direction
YAO ZHANG CONSULTING ENGINEERS
Equipment Seismic Loading Design
SDS=2/3*SMS=SD1=2/3*SM1=