HomeMy WebLinkAbout1820 E 17th St - Plan13
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TRASH
E. 18 PARKING STALLS
9'X17.5'
E. 8 PARKING STALLS
9'X17.5'
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CABRILLO PARK DRIVE
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E. IRON FENCE
E. 5' HI.
BRICK
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PROJECT BUILDING
UNIT A
4,272 SF
OFFICE BUILDING
BUILDING B AND C
6,200 SF
OFFICE BUILDING
BUILDING d
2,650 SF
OFFICE BUILDING
COMMON AREA COURT YARD
SHARED BY ALL TENANTS
E. HANDICAP
PARKING STALL
E. HANDICAP
PARKING STALL
N
MUSTA F A BDAIWI
C33 953
LICENSED A RCHITECT
STATEOF CA LIFORNIA
EXP. DATE
__________
60
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Project number
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ARCHITECT AND ASSOCIATES
02/28/2027
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MUSTAFA BDAIWI
MUSTAFA BDAIWI
Sheet List
Sheet
Number Sheet Name
T-1 Title Sheet AND SITE PLAN
A-0 DEMO PLAN
A-1 FLOOR PLAN
A-2 ACCESSIBILITY G.N.
A-3 PROPOSED ELEVATIONS
REF-1 REF. ELEVATION PLAN
REF-2 REF. ELEVATION AND ROOF PLAN
DRAWING
REF-3 REF. PLOT PLAN
D-1 STRUCTURAL DETAIL
S-1 FOUNDATION AND ROOF FRAMING
PLAN
CODE NOTE
PROJECT CONTACTS
PROJECT DATA
ZONING:C5 (Arterial Commercial)
APN:930-71-401
Legal Description: P M 137-09 PAR 1 UNIT A-1 OF
PROJECT LOCATED ON AP 400-011-25 TOGETHER
WITH AN UND 8.7% INT IN PAR 1 & 2
LOT AREA:43,573.32 sqft
OCCUPANCY: B
CONSTRUCTION TYPE:V-B
SPRINKLERED:NO
NUMBER OF STORY:1
OCCUPANCY IN ACCORDANCE TO CBC:B,
TYPE OF BUSINESS PROPOSED:OFFICE
BUILING AREA: 4,272 SF
FEMA FLOOD ZONE:ENTIRE SITE IN AREA OF MINIMAL
FLOOD HAZARD FLOOD ZONE, MAP NUMBER
06059C0164J, WITHOUT BASE FLOOD ELEVATION
(BFE) ZONE X
LOT COVERAGE: (4272+2650+6200)/43573 = 30.11%
WORK PERFORMED SHALL COMPLY WITH THESE GENERAL NOTES UNLESS
OTHERWISE NOTED ON THE PLAN.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH:
2022 California Building Code (CBC),
2022 California Mechanical Code (CMC),
2022 California Plumbing Code (CPC),
2022 California Electrical Code (CEC),
2022 California Green Building Standards Code (CGBS),
ACCESSIBILITY:CH. 11B OF THE 2022 CBC
FIRE/LIFE SAFETY:2022 CALIFORNIA FIRE CODE
ENERGY:2022 CALIFORNIA ENERGY CODE
SANTA ANA MUNICIPAL CODE
ALL WORK TO COMPLY WITH ALL APPLICABLE LOCAL AND STATE CODES,
ORDINANCES AND REGULATIONS,
EROSION AND SEDIMENT CONTROL
AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AND
MAINTAINED AT ALL TIMES.
STANDARD STORMWATER POLUTION PREVENTION NOTES HERE IN
STORM WATER POLLUTION PREVENTION NOTES
STORMWATER POLLUTION PREVENTION DEVICES AND PRACTICES SHALL BE INSTALLED AND/OR INSTITUTED AS
NECESSARY TO ENSURE COMPLIANCE TO THE CITY OF ANAHIEM WATER QUALITY STANDARDS CONTAINED IN CHAPTER
3. WATER, OF CITY'S MUNICIPAL WHERE THE PROJECT IN LOCATED CODE AND ANY EROSION CONTROL PLAN
ASSOCIATED WITH THIS PROJECT. ALL SUCH DEVICES AND PRACTICES SHALL BE MAINTAINED, INSPECTED AND/OR
MONITORED TO ENSURE ADEQUACY AND PROPER FUNCTION THROUGHOUT THE DURATION OF THE CONSTRUCTION
PROJECT.
COMPLIANCE TO THE WATER QUALITY STANDARDS AND ANY EROSION AND SEDIMENT CONTROL PLAN ASSOCIATED
WITH THIS PROJECT INCLUDES, BUT IS NOT LIMITED TO THE FOLLOWING REQUIREMENTS:
1. AN EFFECTIVE COMBINATION OF EROSION AND SEDIMENT CONTROL MEASURES (BMPs) SHALL BE
IMPLEMENTED TO PROTECT THE EXPOSED PORTIONS OF THE SITE FROM EROSION AND TO PREVENT SEDIMENT
DISCHARGES.
2. SEDIMENTS AND OTHER POLLUTANTS SHALL BE RETAINED ON SITE UNTIL PROPERLY DISPOSED OF, AND MAY
NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE
COURSES OR WIND.
3. STOCKPILES OF EARTH AND OTHER CONSTRUCTION-RELATED MATERIALS SHALL BE PROTECTED FROM
BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND AND WATER FLOW.
4. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS SHALL BE STORED IN ACCORDANCE WITH THEIR
LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE
CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. MUST BE CLEANED UP IMMEDIATELY AND DISPOSED
OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM, NOR BE ALLOWED TO
SETTLE OR INFILTRATE INTO SOIL.
5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE
SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED
OF AS SOLID WASTES.
6. TRASH AND CONSTRUCTION SOLID WASTES SHALL BE DEPOSITED INTO A COVERED RECEPTACLE TO
PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICULAR TRAFFIC. THE
CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING
DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITS SHALL BE SWEPT UP IMMEDIATELY AND MAY NOT BE
WASHED DOWN BY RAIN OR OTHER MEANS.
8. STORMWATER POLLUTION PREVENTION DEVICES AND/OR PRACTICES SHALL BE MODIFIED AS NEEDED AS THE
PROJECT PROGRESSES TO ENSURE EFFECTIVENESS.
PROJECT COMPLIENCE:
OCCUPANCY LOAD CALC: 4272/150 = 28.48 OL
TOTAL EXIT REQUIRED:
OL LESS THAN 50, THUS ONE EXIT REQUIRED AND PROVIDED
SECONDERY EXIT PROVIDED AT REAR , MIN WIDTH 3'-0" EACH
PATH OF TRAVEL : LESS THAN 70'
PLUMBING REQUIRED:
ONE UNI-SEX RESTROOM REQUIRED, PROVIDED ONE UNI-SEX RESTROOMSOPTIONAL WOMEN RESTROOM
WORK SCOPE:
1. PROPOSED REMOVAL OF SHEAR WALL WITHIN BUILDING
1. FILL IN EXISTING WINDOW/DOOR OPENINGS AT THE EAST SDIE
(RIGHT ELEVAITON) OF THE BUILDING
3. STRUCTURAL FRAME AS SHOWN PER ENGINEERED PLAN
OWNER:
JOSEPH FERNANDEZ
1820 17th Street
Santa Ana CA. 92705
CONTACT: EVELYN THAO NGUYEN
PHONE: (972) 262−7698
TOTAL BUILDING AREA:4,272 SF
PARKING CALCULATION:
pRE-EXITING AND PEMRITTED PAKRING, NO NEW
OCCUPANCY CHANGE OR OTHER FACTOR TO
ALRTER EXISITNG APPROVALS.
TOTAL OF ALL OFFICE BUILDINGS = 13122 SF
PARKING REQUIRED= 3X13122/1000= 39.36
PAKRING PROVIDED = 45
1/16" = 1'-0"1 SITE PLAN
No. Description Date
Bldg #101122093APPROVALS:
PLNG - F. Arias
BLDG - CSG
PUBLICE WORKS - Y. Soto
55
’
−
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"
90’ − 0"
2’ − 0"
40
’
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"
15
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−
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"
42’ − 0"
8’
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"
14
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−
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3’
−
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14
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14
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4’
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"
4’
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2’ − 0"
90’ − 0"
1’ − 10"
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7’
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3’
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13
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2’
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7’
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2’
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156 SF
OFFICE 1
1
199 SF
OFFICE 2
2
164 SF
OFFICE 3
3
214 SF
OFFICE 4
4
259 SF
OFFICE 5
5
2579 SF
GENRAL OFFICES
6
62 SF
RECORDS
7
125 SF
WOMEN
RESTROOMS
8
77 SF
UNI-SEX
RESTROOM
9
83 SF
FOYER
10
141 SF
HALLWAY
11
2’ − 4"
1’ − 5"
3’
−
4
"
3’ − 7"
18’ − 4"
32’ − 5"
E. SHEAR WALL TO BE
REMOVED, SEE STRUCTURAL
PLANS
REMOVE OPENINGS AND FILL WITH 2X4
@ 16" O.C. FRAMING, STUCCO TO
MATCH THE EXISTING STUCCO OVER
3/8" SHEATHING, INSULATION R-15, AND
GYP TO MATCH EXISTING
4’ − 0"
6’
−
5
"
MUSTA F A BDAIWI
C33 953
LICENSED A RCHITECT
STATEOF CA LIFORNIA
EXP. DATE
__________
60
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ARCHITECT AND ASSOCIATES
02/28/2027
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Checker
1/4" = 1'-0"1 FIRST LVL
No. Description Date
NEW INTERIOR WALL 3 5/8" .STUD WITH 5/8" GYP B.S.
EXISTING WALL.
A-3
1
156 SF
OFFICE 1
1
199 SF
OFFICE 2
2
164 SF
OFFICE 3
3
214 SF
OFFICE 4
4
259 SF
OFFICE 5
5
2579 SF
GENRAL OFFICES
6
62 SF
RECORDS
7
125 SF
WOMEN
RESTROOMS
8
77 SF
UNI-SEX
RESTROOM
9
83 SF
FOYER
10
141 SF
HALLWAY
11
A-1
2
22
23 24
25
26
27
28
29
31
32
33
35
41
42
81
81
82
81
81
83
83
84
84
79
7979
85
MODIFY DOOR AS PER NOTES,
27’ − 6"
21
’
−
0
"
28’ − 1"
11
’
−
3
"
EX
I
T
EX
I
T
16’ − 5"
43’ − 0"
16
’
−
6
"
20
’
−
0
"
ADD AN
ILLUMINATED
EXIST SIGN
ABOVE DOOR
TYP: EMERGENCY LIGHT,
HARDWIRE AND BATTERY
BACK OPERATION
ADD AN
ILLUMINATED
EXIST SIGN
ABOVE DOOR
C
A-2SEE DETAIL
SEE DETAIL
D
A-2
7’
−
2
"
11’ − 10"
1’ − 5"
4’
−
3
"
2’ − 2"
5’
−
1
"
26
R 2' - 6"
30"
48
"
6’ − 6"
6’ − 9"
1’
−
8
"
MUSTA F A BDAIWI
C33 953
LICENSED A RCHITECT
STATEOF CA LIFORNIA
EXP. DATE
__________
60
1
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Project number
Date
Drawn by
Checked by
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ARCHITECT AND ASSOCIATES
02/28/2027
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Author
Checker
Door Schedule
Mark
SIZE
Width Height Thickness
22 3' - 0" 6' - 8" 0' - 2"
23 3' - 0" 6' - 8" 0' - 2"
24 2' - 6" 6' - 8" 0' - 2"
25 2' - 6" 6' - 8" 0' - 2"
26 3' - 0" 6' - 8" 0' - 2"
27 3' - 0" 6' - 8" 0' - 2"
28 3' - 0" 6' - 8" 0' - 2"
29 3' - 0" 6' - 8" 0' - 2"
31 6' - 0" 6' - 8" 0' - 1 3/4"
32 6' - 0" 6' - 8" 0' - 1 3/8"
33 6' - 0" 6' - 8" 0' - 1 3/8"
35 3' - 0" 6' - 8" 0' - 2"
41 3' - 0" 6' - 8" 0' - 1 3/8"
42 3' - 0" 6' - 8" 0' - 1 3/8"
Window Schedule
Mark Width Height Sill Height
33 6' - 0" 5' - 0" 2' - 0"
34 6' - 0" 5' - 0" 2' - 0"
35 8' - 0" 5' - 0" 3' - 0"
36 6' - 0" 5' - 0" 2' - 0"
37 6' - 0" 5' - 0" 2' - 0"
38 3' - 0" 5' - 0" 2' - 0"
39 3' - 0" 5' - 0" 2' - 0"
40 3' - 6" 6' - 8" 0' - 0"
41 3' - 6" 6' - 8" 0' - 0"
42 6' - 0" 5' - 0" 2' - 0"
43 6' - 0" 5' - 0" 2' - 0"
44 6' - 0" 5' - 0" 2' - 0"
45 5' - 0" 5' - 0" 2' - 0"
1.CONSIDERATION WILL NOT BE
GRANTED FOR ANY ALLEGED
MISUNDERSTANDINGS OF THE AMOUNT
OF WORK TO BE PERFORMED. TENDER
OF PROPOSAL SHALL CONVEY FULL
AGREEMENT TO THE ITEMS AND
CONDITIONS INDICATED ON THE
DRAWINGS. SHOULD THE CONTRACTOR
FIND DISCREPANCIES OR OMISSIONS IN
THE CONTRACT DOCUMENT OR BE IN
DOUBT AS TO THE INTENT THEREOF, THE
CONTRACTOR SHALL OBTAIN
CERTIFICATION FROM THE ARCHITECT
AND/OR THE OWNER'S REPRESENTATIVE
PRIOR TO SUBMITTING HIS PROPOSAL
FOR WORK.
2.T. G. C. SHALL FIELD VERIFY THE
EXACT EXISTING SPACE CONDITIONS,
DIMENSIONS AND COLUMN SPACING
PRIOR TO CONSTRUCTION AND INFORM
ARCHITECT IMMEDIATELY IF ANY
DISCREPANCIES ARE FOUND BETWEEN
DRAWINGS AND SITE CONDITIONS. ANY
CHANGES OR REWORK DUE TO
UNREPORTED DIFFERENCES SHALL BE
AT T. G. C.'S EXPENSE
3.ALL COLUMNS IN THE LEASE
SPACE TO HAVE AT LEAST
1-HOUR FIRE SURROUND OR FIRE
RATING AS REQUIRED BY LOCAL CODE
(5/8" TYPE 'X' GYP. BD. ON METAL STUD
RUNNING FROM FLOOR TO DECK AND
SEALED TIGHT
GENERAL NOTES:
FLOOR PLAN GENERAL NOTES
FIELD VERIFY ALL EXISTING DIMENSIONS
PRIOR TO STARTING WORK.
ALL FLOOR PLAN DIMENSIONS ARE
REFERENCE TO FACE OF STUD. UNLESS
OTHERWISE NOTED.
ALL AISLES ARE 56" WIDE CLEAR
MINIMUM. (UNLE55 OTHERWISE NOTED)
ON PLANS.
ALL SIGN WORK SHALL BE UNDER
SEPARATE CONTRACT AND PERMIT
(UNLESS NOTED OTHERWISE). SIGN
COMPANY SHALL SUBMIT SIGN SHOP
DRAWING TO LANDLORD/OWNER FOR
REVIEW AND APPROVAL PRIOR TO
MANUFACTURE AND INSTALLATION.
ALL EXIT DOORS SHALL BE OPERABLE
FROM THE INSIDE WITHOUT THE USE OF
A KEY OR ANY SPECIAL KNOWLEDGE OR
EFFORT.
GENERAL CONTRACTOR SHALL VERIFY
WITH ARCHITECT AND/OR OWNER FOR
EXACT LOCATION OF ALL
POWER/DATA/PHONE ..JACKS, FLOOR
AND CEILINGS RECEPTACLES PRIOR TO
INSTALLATION
GENERAL CONTRACTOR SHALL FOLLOW
MINIMUM GUIDELINES FOR HALL STUD
REQUIREMENTS LISTED IN 'LIMITING WALL
HEIGHT TABLE', UNLESS OTHERWISE
STATED IN STRUCTURAL DRAWINGS.
NOTIFY ARCHITECT IMMEDIATELY TO
RESOLVE ANY CONFLICTING
DISCREPANCIES.
THE KITCHEN STAFF SHALL HAVE ACCESS
TO ONE, 40B AND, ONE TYPE 'K' RATED
FIRE EXTINGUISHER WITHIN 30 FEET OF
TRAVEL TO
BE FIELD VERIFIED AT TIME OF
INSPECTION.
DINING AREAS SHALL BE PROVIDED WITH
SIGN FOR POSTING OF ROOM MAXIMUM
OCCUPANT CAPACITY IN A CONSPICUOUS
PLACE
NEAR THE MAIN EXIT OR EXIT ACCESS
DOORWAYS. MAXIMUM OCCUPANT LOAD
75 PERSONS'
1/8" = 1'-0"
WALL LEGEND
1/4" = 1'-0"1 PROPOSED FIRST LVL (BD)
1/2" = 1'-0"2 PROPOSED FIRST LVL (BD) - Callout 1
WATER CONSERVING PLUMBING FIXTURES AND FITTINGS.
Plumbing fixtures (water closets and urinals) and fittings (faucets
and showerheads) shall comply with the following:
1 Water Closets. The effective flush volume of all water closets
shall not exceed 1.28 gallons per flush. Tank-type water closets
shall be certified to the performance criteria of the U.S. EPA
WaterSense Specification for Tank-Type toilets.
Note: The effective flush volume of dual flush toilets is defined as
the composite, average flush volume of two reduced flushes and
one full flush.
2 Urinals.
2.1 Wall-mounted Urinals. The effective flush volume of
wall-mounted urinals shall not exceed 0.125 gallons per
flush.
Maximum effort to operate doors shall not exceed 5 pounds for exterior
doors and interior doors, such pull or push effort being applied at right
angles to hinged doors and at the center place of sliding or folding doors.
Compensating devices or automatic door operators may be utilized to
meet the above standards. 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.
ALL EXIT DOORS ARE FOR EXIT ONLY AND SHALL NOT HAVE HARDWARE ON THE
OUTSIDE OF THE DOOR. ON THE PULL SIDE OF AN EXTERIOR DOOR WITH FRONT
APPROACH, 24 INCHES MINIMUM MANEUVERING CLEARANCE SHALL BE
PROVIDED PARALLEL TO THE DOORWAY BEYOND THE LATCH SIDE
SET #4: EXIT DOOR
" 3 EA HEAVY DUTY BUTT
HINGES
" 1 SELF CLOSER 5Lb max
"
" CYLINDER KEYED ENTRY DOOR
LEVER SET
" 1 FLOOR STOP
" 10" KICK PLATE BOTH SIDE
" "KEYED LOCKSET,
PUSH/PULL HANDLE ON THE
INGRESS SIDE OF THE DOOR"
DOOR NOTE:
1−DOOR HINGES: USE 3−1/2" SCREWS (ALL HARDWARE TO BE STAINLESS STEEL)
2−DOOR CLOSER: HEAVY DUTY −AMERICAN DEVICE SERIES 6301 or LCN 4021
3−KICK PLATE, FULL WIDTH OF DOOR @ 10 INCH MIN HT.
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 disengage other devices that hold the door in a
closed position. 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.
1009.10 Directional SIGNAGE
Direction SIGNAGE complying with Chapter 11B, Section 11B−703.5 indicating the
location of the other means of egress and which of those are accessible means of
egress shall be provided at the following:
At exits serving a required accessible space but not providing an approved
accessible means of egress.
SET #5: INTERIOR−
" 3 EA BUTT HINGES
" 1 MORTISE LOCK
" CYLINDER KEYED ENTRY DOOR
LEVER SET
" 1 FLOOR STOP
" 1 PUSH−PULL
SET #1:PASSAGE DOOR −NON RATED
" 3 EA BUTT HINGES
" 1 SELF CLOSER
" 1 MORTISE LOCK
" 1 FLOOR STOP
" CYLINDER KEYED ENTRY DOOR LEVER SET
" 10" KICK PLATE BOTH SIDE
11B-404.2.7, Hand-activated door opening hardware shall
be centered between 30”and 44”above the floor. Latching
and locking doors that are hand activated and which are in
a path of travel shall be operable with a single effort by
lever-type hardware, hardware designed to provide
passage without requiring the ability to grasp the opening
hardware. Locked exit doors shall operate as above in
egress direction.
No. Description Date
VERIFY WALL FRAMING TYPE AND
PROVIDE BLOCKING AS REQUIRED.
VERIFY MOUNTING HEIGHT w/
GRAB BAR MOUNTING HEIGHT
NOTES:
GRAB BARS AT WATER CLOSET (511.1A-9)
1. ONE AT SIDE 42" LONG EXTENDING 24" IN FRONT OF WATER CLOSET; ONE AT REAR
OF WATER CLOSET 36" LONG; BOTH MOUNTED 33" ABOVE FINISH FLOOR.
(EXCEPTION: REAR GRAB BAR OVER TANK TYPE WATER CLOSER MAY BE UP TO
36" ABOVE FINISH FLOOR)
2. BARS SHALL BE 1-1/4" TO 1-1/2" IN DIAMETER WITH 1-1/2" CLEARANCE TO WALL.
3. BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 250 LBS.
POINT LOAD IN BENDING, SHEAR TENSION. ROTATION IN FITTING NOT ALLOWED.
4. SURFACE OF WALL ADJACENT TO GRAB BAR IS TO BE FREE OF SHARP OR
ABRASIVE ELEMENTS.
2" LONG STAINLESS
STEEL VANDAL-
RESISTANT SCREWS
1 1/2" 1 1/2"1 1/2" DIA. STAINLESS
STEEL GRAB BAR
(SEE FIXTURE SCHEDULE)
1 1/2" DIA. STAINLESS STEEL GRAB
BAR. (SEE FIXTURE SCHEDULE)
WALL FINISH OVER WATER
RESISTANT GYPSUM BOARD
VERIFY WALL FRAMING
TYPE AND PROVIDE
BLOCKING AS REQUIRED.
VERIFY MOUNTING
HEIGHT w/ GRAB BAR
MOUNTING HEIGHT
WALL FINISH OVER
WATER RESISTANT
GYPSUM BOARD
1
1
/
2
"
1
1
/
2
"
2x
W
O
O
D
F
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WA
L
L
33
"
-
3
6
"
TO
F
I
N
.
F
L
O
O
R
NOTE: CONTRACTOR TO PROVIDE APPROPRIATE BLOCKING
IN WALL FOR ANCHORAGE OF GRAB BARS AS REQUIRED.
13 1/2"
MIN.
39" - 41"
CL
12"
ROBE
HOOK
PAPER
TOWEL
DISPENSER
SOAP
DISPENSER
TISSUE
DISPENSER
TOILET SEAT
COVER
DISPENSER
SANITARY
NAPKIN
DISPOSAL
13 1/2"
MIN.URINAL SIDE
VIEW
FRONT
VIEW
WATER CLOSET & GRAB BARS
17" MIN.
18" MAX.18"
LAVATORY
CL
42"
T. OFF BAR.
SEAT RIM
SIDE WALL OR STALL PARTITION
(CENTER TOILET IN STALL IF NOT
HANDICAPPED)
24" 12"
CL
INSULATE DRAIN & HOT
WATER PIPES w/ WHITE
ANTI SCALD PIPE WRAP.
FIT DRYWALL w/ "J" BEAD
AND TILE TIGHT TO
ANCHOR PLATE, TYP.
MIRROR. SEE SPEC's.
CONT. TILE BEHIND MIRROR
WALL HUNG LAVATORY
48
"
MA
X
.
40
"
MA
X
.
40
"
MA
X
.
19
"
MI
N
.
24
"
40
"
M
A
X
.
40
"
MA
X
.
33
"
M
I
N
.
36
"
M
A
X
.
17
"
MA
X
.
44
"
M
A
X
.
40
"
39
"
-
4
1
"
34
"
33
"
-
3
6
"
17
"
19
"
MA
X
.
MI
N
.
40
"
39
"
-
4
1
"
39
"
M
I
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R
O
R
40
"
M
A
X
.
33
"
34
"
M
A
X
.
30
"
29
"
M
I
N
.
18
"
7"-9" IN FRONT OF TOILET
24" minimum from
end of wc and end of
grab bar.
TOILET PAPER
7"-9" FROM
END OF WC
SYMBOL DESCRIPTION
ON DOORWAYS LEADING TO MEN'S SANITARY FACILITIES, AN EQUILATERAL
TRIANGLE 1/4 INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING
UPWARD AND AT THE WOMEN'S FACILITIES A CIRCLE 1/4 INCH THICK AND 12 INCHES
IN DIAMETER, WHERE A UNISEX RESTROOM IS PROVIDED A COMBINED CIRCLE AND
TRIANGLE SIGN SHALL BE USED AS SHOWN ABOVE. THESE GEOMETRIC SYMBOLS
SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60 INCHES FROM THE FINISH
FLOOR AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM
THE COLOR AND CONTRAST OF THE WALL. ALSO ON THE WALL ADJACENT TO
STRIKE SIDE OF DOOR, MOUNT A GRADE 2 BRAILLE SIGN W ITH LETTERING/BRAILLE
SYMBOLS RAISED 1/32", 5/8" 2"HIGH AT HEIGHT OF 60 INCHES.
SEE NOTE
SE
E
N
O
T
E
WALL SIGN NOTE:
48" MIN TO BASELINE OF THE
BRAILLE & 60" MAX TO THE
LOWEST RAISED XHARACTOR ON
THE SIGN
3’
−
4
"
THE REQUIRED SIGNAGE THAT COMPLIES WITH TITLE 24 OF THE CALIFORNIA CODE OF REGULATIONS SHALL BE
ACCOMPLISHED BY THE USE OF THE UNISEX GEOMETRIC SYMBOL PURSUANT TO THE 2022 EDITION OF THE CALIFORNIA
BUILDING CODE SECTIONS 11B-703.7.2.6 AND 11B-703.7.2.6.3. GEOMETRIC SYMBOLS AT ENTRANCES TO TOILET
FACILITIES SHALL BE MOUNTED AT 58 INCHES MINIMUM AND 60 INCHES MAXIMUM ABOVE THE FINISHED FLOOR OR
GROUND SURFACE MEASURED FROM THE CENTERLINE OF THE SYMBOL. WHERE A DOOR IS PROVIDED, THE SYMBOL SHALL
BE MOUNTED WITHIN ONE-INCH (1”) OF THE VERTICAL CENTERLINE OF THE DOOR. A CIRCLE, 1/4-INCH (1/4”) THICK AND
12-INCHES (12”) IN DIAMETER WITH A 1/4-INCH (1/4”) THICK TRIANGLE WITH A VERTEX POINTING UPWARD,
SUPERIMPOSED ON AND GEOMETRICALLY INSCRIBED WITHIN THE CIRCLE AND WITHIN THE 12-INCH (12”) DIAMETER,
SHALL BE PROVIDED AT ENTRANCES TO TOILET FACILITIES. THE VERTICES OF THE TRIANGLE SHALL BE LOCATED 1/4-INCH
(1/4”) MAXIMUM FROM THE EDGE OF THE CIRCLE. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL,
EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND.THE CIRCLE SYMBOL SHALL CONTRAST WITH
THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. NO PICTOGRAM, TEXT, OR BRAILLE
IS REQUIRED ON THE SYMBOL. SEE THE FIGURE BELOW FOR AN EXAMPLE OF THE IMAGE THAT REPRESENT THE REQUIRED
GEOMETRIC SYMBOL.
ALL GENDERS
60
m
i
n
15
2
5
18 min
445
(a)
front approach, pull side
12
2
0
48
m
i
n
12 min
305
(c)
front approach, push side, door
provided with both closer and
latch
24 min
48
m
i
n
610
12
2
0
(h)
latch approach, pull side
(k)
latch approach, push
side,
door provided with closer
610
24 min 12
2
0
48
m
i
n
MUSTA F A BDAIWI
C33 953
LICENSED A RCHITECT
STATEOF CA LIFORNIA
EXP. DATE
__________
60
1
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−67
3
−66
1
4
Project number
Date
Drawn by
Checked by
Sc
a
l
e
MU
S
T
A
F
A
B
D
A
I
W
I
A
R
C
H
I
T
E
C
T
ARCHITECT AND ASSOCIATES
02/28/2027
Th
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N.T.S.B GRAB BAR DETAIL1
N.T.S.A
TYP MOUNTING HEIGHT RESTROOM
ACCESSORIES AND FIXTURES
N.T.S.C RESTROOM DOOR SYMBOL1
N.T.S.D DOOR SCHEDULE DETAIL1
1/4" = 1'-0"F2
Maneuvering Clearance at Manual Swinging
Doors and Gates
1/4" = 1'-0"F1
Maneuvering Clearance at Manual Swinging
Doors and Gates
1/4" = 1'-0"F4
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Doors and Gates
1/4" = 1'-0"F3
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Doors and Gates
LAVATORY NOTES:
1. PROVIDE A CLEAR SPACE 30"x48" IN FRONT OF LAY. THE CLEAR SPACE MAY
EXTEND INTO KNEE AND TOE SPACE UNDER LAV.
2. INSULATE OR COVER HOT WATER AND DRAIN PIPES UNDER LAVATORIES.
3. NO SHARP ABRASIVE SURFACES ARE ALLOWED UNDER LAVATORIES.
4. FAUCET controls AND OPERATING MECHANISMS ARE REQUIRED TO BE
OPERABLE \11TH ONE HAND AND CANNOT REQUIRE GRASPING, PINCHING, OR
TWISTING OF WRIST. THE FORCE REQUIRED TO ACTIVATE c ontrols IS NOT TO
EXCEED 5 LBS . LEVER OPERATED, PUSH TYPE AND Electronically
CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGN.
5. SELF CLOSING VALVES ARE ALLOI\1ED IF THE FAUCET REMAINS OPEN FOR AT
LEAST 10 SECONDS.
GRAB BARS:
I. LOCATE GRAB BARS ON EACH SIDE OR ON ONE SIDE AND IN BACK OF TOILET, 33"
TO 36" ABOVE AND PARALLEL TO FLOOR. BARS AT SIDE TO BE 42" LONG. BARS IN
BACK TO BE 36" LONG. DIAMETER OR WIDTH OF GRIPPING SURFACE IS REQUIRED
TO BE 1 1/4" TO 1 1/2", OR SHAPE IS TO PROVIDE AN EQUIVALENT GRIPPING
SURFACE.
2. IF GRAB BARS ARE MOUNTED ADJACENT TO WALL, THE SPACE BETI\1EEN WALL
AND BAR IS TO BE 1 1/2" (FIXED)
3. GRAB BARS SHALL NOT ROTATE.
4. GRAB BARS AND MOUNTINGS SHALL WITHSTAND 25D LBS. POINT LOAD. (IN ANY
DIRECTION}
DOOR:
-Latching and locking doors that are hand activated and which are in a path of travel shall be operable with a single
effort by lever type hardware, by panic bars, push-pull activating bars, or other hardware designed to provide passage
without requiring the ability to grasp the opening hardware. (1133B.2.5.2)
-When installed, exit doors shall be capable of opening so that the clear width of the exit is not less than 32”.
(1133B.1.1.1.1, Fig 11B-5B & 11B-33)
-Maximum effort to operate exterior or interior doors with closers shall not exceed five pounds. This may be increased
to 15 pounds for fire-rated doors.
SIGNS & IDENTIFICATION
-All building entrances that are accessible to and usable by persons with disabilities and at every major junction along
or leading to an accessible route of travel shall be identified with a sign displaying the International Symbol of
Accessibility, and with additional directional signs, as required, to be visible to persons along approaching pedestrian
ways. (1117B.5.8.1.2 & 1127B.3)
SANITARY FACILITIES
-Doorways leading to men’s sanitary facilities shall be identified by an equilateral triangle ¼”thick with edges 12”long
and a vertex pointing upward. Women’s sanitary facilities shall be identified by a circle ¼”thick and 12”in diameter.
(1115B.6)
-Unisex sanitary facilities shall be identified by a circle ¼”thick, 12”in diameter, with a ¼”thick triangle superimposed
on the circle and within the 12”diameter. (1115B.6)
-Geometric (circle & triangle) symbols on sanitary facility doors shall be centered on the door at a height of 60”and
their color and contrast shall be distinctly different from the color and contrast of the door. (1115B.6)
WATER CLOSET AND TOILET COMPARTMENTS (11B-213.2) (11B-604.2 through 11B-604.8)
-The clear width for accessible routs to accessible toilet compartments shall be 44”except for door-opening
width and floor swigs. (11B-403.5.1, exception # 5)
-Centerline of water closet shall be 17”-18”from side wall. Ambulatory accessible toilet compartment
specified in Section 11B-604.8.2 shall have water closet center line 17”-19”from side wall. (11B-604.2).
-Clearance around water closet shall be 60”measured perpendicular from side wall and 56”from rear wall. A
60”wide by 48”deep maneuvering space shall be provided in front of the water closet. 11B-604.3.1 & figure
11B-604.3.1.
-Wheelchair accessible compartment shall 60”wide measured perpendicular to the side and 56”deep for
wall hung closets and 59”deep for floor mounted closets.
-. Wheelchair accessible compartment with an in-swinging door, 60”wide by 36”deep maneuvering space
shall be provided in front of the clearance required in Section 11B604.8.1.1.1 See figures 11B-604.8.1.1.2(b)
and 11B-604.8.1.1.3(b).
-Wheelchair accessible compartment with a side-opening door, either in-swinging or out-swinging, 60”wide
by 60”deep maneuvering space shall be provided in front of the water closet. See figure 11B-604.8.1.1.2.
-Wheelchair accessible compartment with an end opening door, either in-swinging or outswinging, 60”wide
by 48”deep maneuvering space shall be provided in front of the water closet. See figure 11B-604.8.1.1.3.
Entrances to men’s toilet and bathing facilities, complying with Section 11B-603, shall be identified by an
equilateral triangle ¼”thick with edges 12”long and a vertex pointing upward. The triangle symbol shall
contrast with the door, either light on a dark background or dark on a light background. (11B-703.7.2.6.1)
-Entrances to women’s toilet and bathing facilities, complying with Section 11B-603, shall be identified by a
circle ¼”thick and 12”in diameter. The circle symbol shall contrast with the door, either light on a dark
background or dark on a light background. (11B-703.7.2.6.2).
--Entrances to unisex toilet and bathing facilities shall be identified by a circle ¼”thick, 12”in diameter, with a
¼”thick triangle with a vertex pointing upward superimposed on and geometrically inscribed within the circle
and within the 12”diameter. The triangle symbol shall contrast with the circle symbol, either light on a dark
background or dark on a light background.The circle symbol shall contrast with the door, either light on a dark
background or dark on a light background (11B-703.7.2.6.3).
TOILET AND BATHING ROOMS
-Toilet rooms shall comply with Section 11B-603. (11B-213.2). Turning space of 60”min shall be provided
within the room (11B-603.2.1). Turning space shall be permitted to include knee & toe clearance complying
with Section 11B-306. Door shall not swing into the 30”X48”clear floor space or clearance required for any
fixture. A door in any position shall be permitted to encroach into the turning space by 12”maximum.
-Unisex (single-user or family) toilet rooms shall contain not more than one lavatory, and not more than two
water closets without urinals or one water closet and one urinal. Doors shall have privacy latches.
(11B-213.2.1).
NOTIFICATION APPLIANCES FOR THE HEARING IMPAIRED
-Where fire alarm systems provide audible alarm coverage, alarms shall comply with Section 11B215.
Visual warning devices for the hearing impaired are required to be installed (added) within the suite under
one of the following conditions: (907.5.2.3.1 and 11B-215.1)
a Building is equipped with visual warning devices.
b Existing fire alarm panel can support visual warning devices for the entire building.
c The fire alarm panel is being upgraded to support visual warning devices for the entire building.
d The occupancy group is changing.
-. Approved notification appliances for the hearing impaired shall be installed in accordance with the
provisions of NFPA 72 in the following areas: (11B-215.12 and 907.5.2.3.1)
a. Public and common use areas such as sanitary facilities, corridors and lobbies per Section
907.5.2.3.1.
b. Where employee work areas have audible alarm coverage, the wiring system shall be
designed so that visible alarms complying with Section 907.5.2.3.2 can be integrated into the alarm system.
(11B-215.3)
SIGNS & IDENTIFICATION
-. The International Symbol of Accessibility (ISA) shall comply with Figure 11B-703.7.2.1. The symbol shall
consist of a white figure on a blue background. The color blue shall approximate FS 15090 in Federal
Standard 595C. (11B-216.5, .6, .7, .8; 11B-703.7.2.1).
-. Where both visual and tactile characters are required, either one sign with both visual and tactile
characters, or two separate signs, one with visual, and one with tactile characters, shall be provided.
(11B-703.1).
-. Where a tactile sign is provided at a door, the sign shall be located along the door at the latch side.
Tactile characters on signs shall be located 48”minimum above finish floor, measured from the baseline of
the lowest Braille cells and 60”maximum above finish floor, measured from the base line of the highest line
of the raised characters. (11B-703.4) (Figure 11B-703.4.1)
-When signs identify permanent rooms and spaces of a building or site, they shall comply with CBC
11B-703.1; 11B-703.2; 11B-703.3 and 11B-703.5. Where pictograms are provided, it shall comply with
Section 11B-703.6 and shall have text descriptions complying with Sections 11B703.2 & 11B-703.5.
(11B-216.2).
-. In existing buildings where not all entrances comply with Section 11B-404, building entrances that are
accessible to and usable by persons with disabilities and at every major junction along or leading to an
accessible route of travel shall be identified with a sign displaying the International Symbol of Accessibility
complying with Section 11B-703.7.2.1, and with additional directional signs complying with Section
11B-703.5, as required, at junction when the accessible route diverges from the regular circulation path.
(11B-216.6).
-. Provide tactile exit signage and identify locations on floor plan. Include sign elevation and typical signage
text per CBC 1013.4 at doors to exit passageways, exit discharge and exit stairways shall comply with
Sections 11B-703.1; 11B-703.2; 11B-703.3 and 11B-703.5. (11B-216.4.1). Tactile characters on signs shall
be located 48”, measured to the base line of the lowest Braille cells, above finish floor and 60”measured to
the base line of the highest line of raised characters.
-. Signage indicating special accessibility provisions required by Section 1009.9 and signs to provide
directions to accessible means of egress, per Section 1009.10, shall comply with Section 11B-703.5.
(11B-216.4.3)
No. Description Date
ROOF LVL
8' -0"
FIRST LVL
0' -0"
MUSTA F A BDAIWI
C33 953
LICENSED A RCHITECT
STATEOF CA LIFORNIA
EXP. DATE
__________
60
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No. Description Date
MUSTA F A BDAIWI
C33 953
LICENSED A RCHITECT
STATEOF CA LIFORNIA
EXP. DATE
__________
60
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FOR REFERENCE ONLY, ORIGINAL BUILDING PLANS, NOT TO SCALE
No. Description Date
MUSTA F A BDAIWI
C33 953
LICENSED A RCHITECT
STATEOF CA LIFORNIA
EXP. DATE
__________
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FOR REFERENCE ONLY, ORIGINAL BUILDING PLANS, NOT TO SCALE
No. Description Date
MUSTA F A BDAIWI
C33 953
LICENSED A RCHITECT
STATEOF CA LIFORNIA
EXP. DATE
__________
60
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FOR REFERENCE ONLY, ORIGINAL BUILDING PLANS, NOT TO SCALE
No. Description Date
EW
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02/07/2025
Ea
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972 363-7698
J.F.
1820 17TH STREET, SANTA ANA, CA. 92705 SANTA ANA
INTERIOR WALL REMOVAL & FILL-IN LEFT WONDOWS-
X
X
X
X
X
X
X
X
X
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J.F.
J.F.
12 13 2024
CITY OF SANTA ANA
ORANGE COUNTY FIRE AUTHORIT
Plan Referral Form
Required for OCFA
to review plans upon the request
of the Building
Department wh
the answers on
the Plan Submittal Criteria Form
(on the
reverse)
are all
"No".
City / County Official Requesting Review:
City / County Reference #:
City / County:
Contact Name:
Title:
Date:
E-Mail:
Phone #:
Planning and Building Agency
Gil a T7q
�" Approved
FOR PERMIT ISSUANCE
FOUNDEDM ster
a ID: i-HE GOLDEN CITY
:.•
Date: -A,.,
Me,
* * Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required bv the City/County:
OCFA COMMENTS:
❑ No further action required on this specific plan type,, based
on information provided on: J
___ 0
❑ Project to be taken in for OCFA Review.
Other:
Name:
Contact #:
Date:
updated . 06/02/2020 rs
Page 1 of 112024-129
Fernandez, Joseph, Remodel, Santa Ana, Gabriel
30-Jan-25
1820 17th St
Santas Ana
Structural Calculations
FOR
AT
INTERIOR WALL REMOVAL
1820 17TH ST
SANTAS ANA CA 92705
EW-Webb Engineering, Inc
1299 Columbia Ave, E-7
Riverside CA 92507 Phone (951) 788-2050 Fax (951) 788-2075
ew-webb.com
FOR
JOSEPH FERNANDEZ
11 PAGES CALCS
4 PAGES FEA OUTPUT
5 PAGES ANCHOR CALCS
01/31/2025
03/03/2025
Blank pages noted as intended. 03/05/25
1299 Columbia Ave, E-7
Riverside, CA 92507
(951) 788-2050
(951) 788-2075 Fax
EW-Webb Engineering, Inc.
Page 2 of 11
2019
2024-129
Fernandez, Joseph, Remodel, Santa Ana, Gabriel
30-Jan-25
1820 17th St
Santas Ana
Load Specifications
WindSpeed 100
WindExposure C R (Structural Factor)6.5
WindImportance 1 SeismicImportance 1
SoilBearing 1500
SoilPassive 100
Code CBC 2022
Hold Down Factor 100.00%
No of Stories 1
1820 17th St, Santa Ana, CA 92705, USA
Latitude, Longitude: 33.7595705, -117.8411952
Date10/18/2024, 11:16:39 AM
Design Code Reference DocumentASCE7-16
Risk CategoryII
Site ClassD - Default (See Section 11.4.3)
TypeValueDescription
SS1.307MCER ground motion. (for 0.2 second period)
S10.466MCER ground motion. (for 1.0s period)
SMS1.568Site-modified spectral acceleration value
SM1null -See Section 11.4.8Site-modified spectral
acceleration value
SDS1.045Numeric seismic design value at 0.2 second SA
SD1null -See Section 11.4.8Numeric seismic design
value at 1.0 second SA
TypeValueDescription
SDCnull -See Section 11.4.8Seismic design category
Fa1.2Site amplification factor at 0.2 second
Fvnull -See Section 11.4.8Site amplification factor at 1.0
second
Fa 1.2 Fv 0
Ss 1.307 S1 0.466
SMs 1.568 SM1 0
SDs 1.045 SD1 0
Design Loads:
From seismicmaps.org
Roof
TotalLoad 32.78
DeadLoad 12.78
LiveLoad 20
PSF
PSF
PSF
MaterialName UnitWeight psf
2x10 @ 16" OC 2.535
Plywood 1/2" 1.5
Insulation 1.5
Gyp Bd 1/2" 2.5
Roofing Composition Shingles 3.5
Hop Mop Underlay 1
Felt 0.25
Exterior Wall
TotalLoad 14.96
DeadLoad 14.96
LiveLoad 0
PSF
PSF
PSF
MaterialName UnitWeight psf
2x4 @ 16" OC 0.959
Gyp Bd 1/2" 2.5
Stucco 10
Insulation 1.5
Interior Wall
TotalLoad 7.46
DeadLoad 7.46
LiveLoad 0
PSF
PSF
PSF
MaterialName UnitWeight psf
2x4 @ 16" OC 0.959
Gyp Bd 1/2" 2.5
Gyp Bd 1/2" 2.5
Insulation 1.5
1299 Columbia Ave, E-7
Riverside, CA 92507
(951) 788-2050
(951) 788-2075 Fax
EW-Webb Engineering, Inc.
Page 3 of 112024-129
Fernandez, Joseph, Remodel, Santa Ana, Gabriel
30-Jan-25
1820 17th St
Santas Ana
This Page Intentionally Blank
1299 Columbia Ave, E-7
Riverside, CA 92507
(951) 788-2050
(951) 788-2075 Fax
EW-Webb Engineering, Inc.
Page 4 of 112024-129
Fernandez, Joseph, Remodel, Santa Ana, Gabriel
30-Jan-25
1820 17th St
Santas Ana
This Page Intentionally Blank
1299 Columbia Ave, E-7
Riverside, CA 92507
(951) 788-2050
(951) 788-2075 Fax
EW-Webb Engineering, Inc.
Page 5 of 112024-129
Fernandez, Joseph, Remodel, Santa Ana, Gabriel
30-Jan-25
1820 17th St
Santas Ana
This Page Intentionally Blank
1299 Columbia Ave, E-7
Riverside, CA 92507
(951) 788-2050
(951) 788-2075 Fax
EW-Webb Engineering, Inc.
Page 6 of 112024-129
Fernandez, Joseph, Remodel, Santa Ana, Gabriel
30-Jan-25
1820 17th St
Santas Ana
This Page Intentionally Blank
1299 Columbia Ave, E-7
Riverside, CA 92507
(951) 788-2050
(951) 788-2075 Fax
EW-Webb Engineering, Inc.
Page 7 of 11
2019
2024-129
Fernandez, Joseph, Remodel, Santa Ana, Gabriel
30-Jan-25
1820 17th St
Santas Ana
Lateral Calculations
WIND:
----------------------------------------------------------------------
BASIC WIND SPEED = 100 mph EXPOSURE C
p = lamda x Kzt x Ps30 x 0.60
lamda = function of height and exposure, given below
Kzt = 1.0
Ps30= 22.00
SECTION MAX ELEV(FT) lamda PRESSURE(PSF) x TRIB HEIGHT(FT) = WIND FORCE (plf)
1 LONG 30.00 1.40 18.48 21.80 402.86
1 TRANS 30.00 1.40 18.48 21.80 402.86
2 LONG 30.00 1.40 18.48 21.80 402.86
2 TRANS 30.00 1.40 18.48 21.80 402.86
1299 Columbia Ave, E-7
Riverside, CA 92507
(951) 788-2050
(951) 788-2075 Fax
EW-Webb Engineering, Inc.
Page 8 of 11
2019
2024-129
Fernandez, Joseph, Remodel, Santa Ana, Gabriel
30-Jan-25
1820 17th St
Santas Ana
SEISMIC:
----------------------------------------------------------------------
R = 6.5
I = 1.0
p(redundancy) = 1.30
Risk Category = II
Ss = 1.307 S1 = 0.466
SMs= 1.568 SM1= 0.885
SDs= 1.045 SD1= 0.590
Fa = 1.200 Fv = 1.900
Seismic Design Category= D
Ta = Ct*hmax^X = 0.02*8.5^0.75 = 0.10
Ts = SD1/SDs = 0.59/1.05 = 0.56
1.5Ts = 0.68
Tl = 8.00
Cs = SDs/(R/I) = 0.161 AISC-7 12.8-2
T <= Tl
Cs need not exceed SD1/(Ta(R/I)) = 0.912 AISC-7 12.8-3
Cs = 0.161
Cs not less than 0.044Sds*I >= 0.01 AISC-7 12.8-5
CsMin = 0.044 x Sds*I = 0.046
Cs = 0.161
T <= 1.5 Ts therefore:
Cs = SDs/(R/I) = 0.161 AISC-7 12.8-2
Cs = 0.161
V = Cs p W = 0.209 W
Transform V for working stress design; divide by 1.4
V = 0.149 W
Vertical Distribution of Base Shear
k = 1.0 for exponent in ASCE 7 12.8-12
Group Section hx Wx wxhx^k Cvx Fx Fx/wx
0 1 8.500 49026.990 416729.400 .559 49026.986 1.000
0 2 8.500 38687.920 328847.336 .441 38687.920 1.000
Totals 87714.910 745576.736 87714.906
Total Weight/Mass = 87714.910lbs
Total Base Shear = 13094.582lbs
SEC- ROOF FLOOR LUMPED
TION DIAPHRAGM +DIAPHRAGM +EXTERIOR WALLS +INTERIOR WALLS +MASS
at 12.78psf at 0.psf at 14.96psf at 7.46psf
1L 43.5ft-depth 0.ft-depth 165ft x 4.3ft-ht/57.ft 216ft x 4.3ft-ht/57.ft
1L MASS = 860.12 plf; SEISMIC FORCE = 128.4plf
1T 57.ft-depth 0.ft-depth 165ft x 4.3ft-ht/43.5ft 216ft x 4.3ft-ht/43.5ft
1T MASS = 1127.06 plf; SEISMIC FORCE = 168.25plf
2L 51.ft-depth 0.ft-depth 154ft x 4.3ft-ht/42.ft 48ft x 4.3ft-ht/42.ft
2L MASS = 921.14 plf; SEISMIC FORCE = 137.51plf
2T 42.ft-depth 0.ft-depth 154ft x 4.3ft-ht/51.ft 48ft x 4.3ft-ht/51.ft
2T MASS = 758.59 plf; SEISMIC FORCE = 113.25plf
1299 Columbia Ave, E-7
Riverside, CA 92507
(951) 788-2050
(951) 788-2075 Fax
EW-Webb Engineering, Inc.
Page 9 of 112024-129
Fernandez, Joseph, Remodel, Santa Ana, Gabriel
30-Jan-25
1820 17th St
Santas Ana
SHEAR LINE LOADING:
----------------------------------------
SHEAR LINE: 1
21.2' x 402.86(1 T/W) + 25.2' x 402.86(2 T/W) =18692.89 LB
21.2' x 168.25(1 T/S) + 25.2' x 113.25(2 T/S) =6420.78 LB
Governing Wind = 18692.89 lbs
Governing Seismic = 6420.78 lbs
Use lateral force >= 18692 lb (wind above) for
FEA analysis following....
1299 Columbia Ave, E-7
Riverside, CA 92507
(951) 788-2050
(951) 788-2075 Fax
EW-Webb Engineering, Inc.
Page 10 of 112024-129
Fernandez, Joseph, Remodel, Santa Ana, Gabriel
30-Jan-25
1820 17th St
Santas Ana
SHEAR LINE 1
WIND FORCE TO LINE= 18692.89 lb
SEISMIC FORCE TO LINE= 6420.78 lb
ADJUST SEISMIC FORCE FROM R=6.5 TO R=8 ---> 6420.78 X 6.5/8 = 5216.66
WIND GOVERNS AT 18, 692.89 LBS. SAY 16,700 LBS TO BE USED IN FINITE
ELEMENT ANALYSIS (FEA) MODELING
1299 Columbia Ave, E-7
Riverside, CA 92507
(951) 788-2050
(951) 788-2075 Fax
EW-Webb Engineering, Inc.
Page 11 of 112024-129
Fernandez, Joseph, Remodel, Santa Ana, Gabriel
30-Jan-25
1820 17th St
Santas Ana
DIAPHRAGM UNIT FORCES SUMMARY:
SHEAR LINE 1 DIAPHRAGM SHEAR= 346.16 plf
Software licensed to EW-Webb Engineeering Inc
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2024-129 1
Frame at Knee Line
FernandezJoseph
EWW 10/18/24
18-Oct-2024 10:37Frame.std
Print Time/Date: 27/01/2025 15:22 Print Run 1 of 4STAAD.Pro for Windows Release 2005
Job Information
Engineer Checked Approved
Name:EWW
Date:10/18/24
Structure Type PLANE FRAME
Number of Nodes 4 Highest Node 4
Number of Elements 3 Highest Beam 5
Number of Basic Load Cases 2
Number of Combination Load Cases 1
Included in this printout are data for:
All The Whole Structure
Included in this printout are results for load cases:
Type L/C Name
Primary 1 GRAVITY LOAD
Primary 2 LATERAL LOAD
Combination 3 COMBINATION LATERAL + GRAVITY
Nodes
Node X
(ft)
Y
(ft)
Z
(ft)
1 0.000 0.000 0.000
2 0.000 8.000 0.000
3 18.000 0.000 0.000
4 18.000 24.500 0.000
Beams
Beam Node A Node B Length
(ft)
Property
(degrees)
1 1 2 8.000 1 0
3 2 4 24.418 1 0
5 3 4 24.500 1 0
Software licensed to EW-Webb Engineeering Inc
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2024-129 2
Frame at Knee Line
FernandezJoseph
EWW 10/18/24
18-Oct-2024 10:37Frame.std
Print Time/Date: 27/01/2025 15:22 Print Run 2 of 4STAAD.Pro for Windows Release 2005
5
1
3
3
1
2
4
Load 3
X
Y
Z
Whole Structure
Section Properties
Prop Section Area
(in2)
Iyy
(in4)
Izz
(in4)
J
(in4)
Material
1 W12X136 39.900 398.000 1.24E 3 18.144 STEEL
Materials
Mat Name E
(kip/in2)
Density
(kip/in3)
(1/°K)
1 STEEL 29E 3 0.300 0.000 3.61E -6
2 ALUMINUM 10E 3 0.330 0.000 7.11E -6
3 CONCRETE 3.15E 3 0.170 0.000 3.06E -6
Supports
Node X
(kip/in)
Y
(kip/in)
Z
(kip/in)
rX
(kip-ft/deg)
rY
(kip-ft/deg)
rZ
(kip-ft/deg)
1 Fixed Fixed Fixed - - -
3 Fixed Fixed Fixed - - -
Releases
There is no data of this type.
Software licensed to EW-Webb Engineeering Inc
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2024-129 3
Frame at Knee Line
FernandezJoseph
EWW 10/18/24
18-Oct-2024 10:37Frame.std
Print Time/Date: 27/01/2025 15:22 Print Run 3 of 4STAAD.Pro for Windows Release 2005
Basic Load Cases
Number Name
1 GRAVITY LOAD
2 LATERAL LOAD
Combination Load Cases
Comb.Combination L/C Name Primary Primary L/C Name Factor
3 COMBINATION LATERAL + GRAVITY 1 GRAVITY LOAD 0.60
2 LATERAL LOAD 1.00
Selfweight : 1 GRAVITY LOAD
Direction Factor
Y -1.000
Node Loads : 2 LATERAL LOAD
Node FX
(lb)
FY
(lb)
FZ
(lb)
MX
(kip-in)
MY
(kip-in)
MZ
(kip-in)
2 18.7E 3 -----
Node Displacements
Node L/C X
(in)
Y
(in)
Z
(in)
Resultant
(in)
rX
(rad)
rY
(rad)
rZ
(rad)
1 0.000 0.000 0.000 0.000 0.000 0.000 -0.000
0.000 0.000 0.000 0.000 0.000 0.000 -0.006
0.000 0.000 0.000 0.000 0.000 0.000 -0.006
2 0.012 -0.000 0.000 0.012 0.000 0.000 -0.000
0.478 0.001 0.000 0.478 0.000 0.000 -0.003
0.485 0.001 0.000 0.485 0.000 0.000 -0.004
3 0.000 0.000 0.000 0.000 0.000 0.000 -0.000
0.000 0.000 0.000 0.000 0.000 0.000 -0.003
0.000 0.000 0.000 0.000 0.000 0.000 -0.003
4 0.013 -0.001 0.000 0.013 0.000 0.000 0.000
0.482 -0.002 0.000 0.482 0.000 0.000 0.000
0.489 -0.003 0.000 0.490 0.000 0.000 0.000
Fx= 18,700 lbs
Software licensed to EW-Webb Engineeering Inc
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2024-129 4
Frame at Knee Line
FernandezJoseph
EWW 10/18/24
18-Oct-2024 10:37Frame.std
Print Time/Date: 27/01/2025 15:22 Print Run 4 of 4STAAD.Pro for Windows Release 2005
Beam Combined Axial and Bending Stresses Summary
Max Comp Max Tens
Beam L/C Length
(ft)
Stress
(psi)
d
(ft)
Corner Stress
(psi)
d
(ft)
Corner
1 8.000 125.462 8.000 3 -42.538 8.000 1
8.000 8.31E 3 8.000 1 -8.72E 3 8.000 3
8.000 8.28E 3 8.000 1 -8.65E 3 8.000 3
3 24.418 321.107 10.174 1 -309.439 12.209 3
24.418 8.42E 3 0.000 1 -8.61E 3 0.000 3
24.418 8.38E 3 0.000 1 -8.54E 3 0.000 3
5 24.500 298.713 24.500 1 -215.788 24.500 3
24.500 3.86E 3 24.500 1 -3.45E 3 24.500 3
24.500 4.04E 3 24.500 1 -3.58E 3 24.500 3
Reactions
Horizontal Vertical Horizontal Moment
Node L/C FX
(lb)
FY
(lb)
FZ
(lb)
MX
(kip-in)
MY
(kip-in)
MZ
(kip-in)
1 161.820 2.74E 3 0.000 0.000 0.000 0.000
-16.4E 3 -8.31E 3 0.000 0.000 0.000 0.000
-16.3E 3 -6.67E 3 0.000 0.000 0.000 0.000
3 -161.820 4.97E 3 0.000 0.000 0.000 0.000
-2.3E 3 8.31E 3 0.000 0.000 0.000 0.000
-2.4E 3 11.3E 3 0.000 0.000 0.000 0.000
FOOTING CALC
GOVERNING UPLIFT = 8,310 LBS
USE 55.4 CU FT OF CONCRETE
X SAFETY FACTOR OF 1.5 = 83.1
CU FT FOR 12,465 LB DEAD WT.
USE PAD FOOTING 4'-6" SQ X
4'-6" DEEP MINIMUM IF CUBE
Company:Date:2/22/2023
Engineer:Page:1/5
Project:
Address:
Phone:
E-mail:
Anchor Designer™ for
Concrete Software
Version 3.3.2404.1
1.Project information
Project description:
Location:
Fastening description:
Comment:
2. Input Data & Anchor Parameters
General
Design method:ACI 318-19
Units: Imperial units
Anchor Information:
Anchor type: Cast-in-place
Material: AB_H
Diameter (inch): 0.750
Effective Embedment depth, hef (inch): 24.000
Anchor category: -
Anchor ductility: Yes
hmin (inch): 26.25
Cmin (inch): 4.50
Smin (inch): 4.50
Base Material
Concrete: Normal-weight
Concrete thickness, h (inch): 69.00
State: Uncracked
Compressive strength, f’c (psi): 2500
Reinforcement condition: Supplementary reinforcement not present
Supplemental edge reinforcement: No
Reinforcement provided at corners: No
Ignore concrete breakout in tension: No
Ignore concrete breakout in shear: No
Ignore 6do requirement: No
Build-up grout pad: No
Base Plate
Length x Width x Thickness (inch): 13.00 x 14.00 x 0.25
Recommended Anchor
Anchor Name: PAB Pre-Assembled Anchor Bolt - PAB6H (3/4"Ø)
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
Company:Date:2/22/2023
Engineer:Page:2/5
Project:
Address:
Phone:
E-mail:
Anchor Designer™ for
Concrete Software
Version 3.3.2404.1
Load and Geometry
Load factor source: ACI 318 Section 5.3
Load combination: not set
Seismic design: No
Anchors subjected to sustained tension: Not applicable
Apply entire shear load at front row: No
Anchors only resisting wind and/or seismic loads: No
Strength level loads:
Nua [lb]: 16700
Vuax [lb]: 0
Vuay [lb]: 0
Mux [ft-lb]: 0
Muy [ft-lb]: 0
Muz [ft-lb]: 0
<Figure 1>
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
Company:Date:2/22/2023
Engineer:Page:3/5
Project:
Address:
Phone:
E-mail:
Anchor Designer™ for
Concrete Software
Version 3.3.2404.1
<Figure 2>
3. Resulting Anchor Forces
Anchor Tension load,
Nua (lb)
Shear load x,
Vuax (lb)
Shear load y,
Vuay (lb)
Shear load combined,
√(Vuax)²+(Vuay)² (lb)
1 4175.0 0.0 0.0 0.0
2 4175.0 0.0 0.0 0.0
3 4175.0 0.0 0.0 0.0
4 4175.0 0.0 0.0 0.0
Sum 16700.0 0.0 0.0 0.0
Maximum concrete compression strain (‰): 0.00
Maximum concrete compression stress (psi): 0
Resultant tension force (lb): 16700
Resultant compression force (lb): 0
Eccentricity of resultant tension forces in x-axis, e'Nx (inch): 0.00
Eccentricity of resultant tension forces in y-axis, e'Ny (inch): 0.00
<Figure 3>
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
Company:Date:2/22/2023
Engineer:Page:4/5
Project:
Address:
Phone:
E-mail:
Anchor Designer™ for
Concrete Software
Version 3.3.2404.1
4. Steel Strength of Anchor in Tension (Sec. 17.6.1)
Nsa (lb)f fNsa (lb)
40080 0.75 30060
5. Concrete Breakout Strength of Anchor in Tension (Sec. 17.6.2)
Nb = 16laÖf’chef5/3 (Eq. 17.6.2.2.1)
la f’c (psi)hef (in)Nb (lb)
1.00 2500 24.000 159750
fNcbg =f (ANc / ANco)Yec,NYed,NYc,NYcp,NNb (Sec. 17.5.1.2 & Eq. 17.6.2.1a)
ANc (in2)ANco (in2)ca,min (in)Yec,N Yed,N Yc,N Ycp,N Nb (lb)f fNcbg (lb)
6930.56 5184.00 -1.000 1.000 1.25 1.000 159750 0.70 186876
6. Pullout Strength of Anchor in Tension (Sec. 17.6.3)
fNpn = fYc,PNp = fYc,P8A brgf’c (Sec. 17.5.1.2, Eq. 17.6.3.1 & 17.6.3.2.2a)
Yc,P Abrg (in2)f’c (psi)f fNpn (lb)
1.4 3.53 2500 0.70 69266
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com
Company:Date:2/22/2023
Engineer:Page:5/5
Project:
Address:
Phone:
E-mail:
Anchor Designer™ for
Concrete Software
Version 3.3.2404.1
11. Results
Interaction of Tensile and Shear Forces (Sec. 17.8)
Tension Factored Load, Nua (lb)Design Strength, øNn (lb)Ratio Status
Steel 4175 30060 0.14 Pass (Governs)
Concrete breakout 16700 186876 0.09 Pass
Pullout 4175 69266 0.06 Pass
PAB6H (3/4"Ø) with hef = 24.000 inch meets the selected design criteria.
12. Warnings
- Designer must exercise own judgement to determine if this design is suitable.
Input data and results must be checked for agreement with the existing circumstances, the standards and guidelines must be checked for plausibility.
Simpson Strong-Tie Company Inc.5956 W. Las Positas Boulevard Pleasanton, CA 94588 Phone: 925.560.9000 Fax: 925.847.3871 www.strongtie.com