HomeMy WebLinkAbout2200 E 17th St - REV 1 - PlanSD
STRUCTURAL DRAWING
Date 01/17/2024
Project Number
Drawn /Checked:
STAFF / CM
No
.
D
e
s
c
r
i
p
t
i
o
n
Da
t
e
SH
U
T
T
E
R
D
R
A
W
I
N
G
S
Sheet Title
Sheet Number
1
B
D
C
O
M
M
E
N
T
S
4
/
2
9
/
2
4
S
T
O
R
E
#
3
9
7
2
2
0
E
A
S
T
1
7
T
H
S
T
.
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
5
SCALE: NTS
DESIGN CRITERIA
Ss = 1.290
Sds = 1.032
ap = 1
Rp = 2.5
Ip = 1.0
PE STAMP REFERS ONLY TO
ANCHORAGE CALCULATION OF
SHUTTER ASSEMBLY TO BACKUP
STRUCTURE. DOES NOT APPLY TO
ANY OTHER ELEMENT OR SYSTEM.
04/17/2023
01/26/2024
MOUNT SHUTTER HOUSING ABOVE MULLION
SO IT IS NOT VISIBLE FROM THE EXTERIOR
NOTE:
2200 E 17th St -
1011187827/18/2024
TRAVEL DISTANCE = 212'-0"
TRAVEL DISTANCE = 148'-0"
TR
A
V
E
L
D
I
S
T
A
N
C
E
=
1
3
1
'
-
6
"
SMD1
SHUTTER DRAWINGS
FLOOR PLAN
SCALE: 1/16" =1'-0"
1GENERAL NOTES
THE WEIGHT OF THE SHUTTERS IS CARRIED BY THE
CEMENT FLOOR
SHUTTERS DO NOT REDUCE EGRESS WIDTH. SHUTTERS
ON DOUBLE DOORS = 69 1
4 "
DOUBLE DOOR CLEAR
OPENING = 68"
THE VERTICAL SECURITY GRILLES SHALL BE OPENABLE
FROM THE INSIDE WITH OUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE OR EFFORT DURING PERIODS THAT THE
SPACE IS OCCUPIED.
THE GRILLES SHALL REMAIN IN THE FULL OPEN POSITION
DURING THE PERIOD OF OCCUPANCY
BY THE GENERAL PUBLIC
SHUTTERS MUST REMAIN OPEN DURING BUSINESS HOURS
AND LOCATION PLAN
Date 01/17/2024
Project Number
Drawn /Checked:
STAFF / CM
No
.
D
e
s
c
r
i
p
t
i
o
n
Da
t
e
SH
U
T
T
E
R
D
R
A
W
I
N
G
S
Sheet Title
Sheet Number
Re
v
i
s
i
o
n
s
S
T
O
R
E
#
3
9
7
2
2
0
0
E
A
S
T
1
7
T
H
S
T
.
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
5
NEW SHUTTERS MOUNTED ON
THE INTERIOR OF EXISTING
OPENINGS
THE VERTICAL SECURITY GRILLES ARE MANUALLY
OPERATED AND DO NOT TIE INTO THE FIRE ALARM SYSTEM
1
B
D
C
O
M
M
E
N
T
S
4
/
2
9
/
2
4
MAX TRAVEL DISTANCE ALLOWED
250'-0"
MAX TRAVEL DISTANCE PROVIDED
212'-0"
TRAVEL DISTANCE
216" EGRESS WIDTH PROVIDED
ALL EXITS ARE EXISTING
EXIT 3
36"
EXIT 2
36"
EXIT 1
144"
1
1
1
1
2200 E 17th St -
1011187827/18/2024
SME
SHUTTER DRAWINGS
Date 01/17/2024
Project Number
Drawn /Checked:
STAFF / CM
No
.
D
e
s
c
r
i
p
t
i
o
n
Da
t
e
SH
U
T
T
E
R
D
R
A
W
I
N
G
S
Sheet Title
Sheet Number
Re
v
i
s
i
o
n
s
S
T
O
R
E
#
3
9
7
2
2
0
0
E
A
S
T
1
7
T
H
S
T
.
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
5
PLAN @ DOOR
SCALE: NTS
1
DETAIL @ SHUTTER SILL
SCALE: NTS
2 TYPICAL SHUTTER INSTALL LOCATION
SCALE: NTS
3
THE VERTICAL SECURITY GRILLES SHALL BE OPENABLE
FROM THE INSIDE WITH OUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE OR EFFORT DURING PERIODS THAT THE
SPACE IS OCCUPIED.
THE GRILLES SHALL REMAIN IN THE FULL OPEN POSITION
DURING THE PERIOD OF OCCUPANCY
BY THE GENERAL PUBLIC
SHUTTERS MUST REMAIN OPEN DURING BUSINESS HOURS
THE VERTICAL SECURITY GRILLES ARE MANUALLY
OPERATED AND DO NOT TIE INTO THE FIRE ALARM SYSTEM
GENERAL NOTES
2200 E 17th St -
1011187827/18/2024
SHEETS - ARCHITECTURAL
SP0 COVER SHEET
01
.
1
7
.
2
0
2
4
DATE OF ISSUE
PROJECT DATA
DRAWING INDEX
SMD1 SHUTTER DRAWINGS & PLAN
SCOPE OF WORK:
x EXISTING MERCANTILE OCCUPANCY
x INSTALLATION OF SECURITY SHUTTERS
x NO PLUMBING UNDER THIS SCOPE OF WORK
x NO MECHANICAL UNDER THIS SCOPE OF WORK
x NO ELECTRICAL UNDER THIS SCOPE OF WORK
x NO FIRE PROTECTION UNDER THIS SCOPE
SCOPE OF WORK
SME SHUTTER DETAILS
SHUTTER DRAWINGS
SP0
COVER SHEET
KEY MAP VICINITY MAP
ROSS ROSS
CORTLAND MORGAN ARCHITECT
711 FIELDER ROAD
ARLINGTON, TX 76012
SARAH STRACHN
(817) 635-5696
SD STRUCTURAL DRAWING
ARCHITECT
CODE ANALYSIS
TOTAL BUILDING: 28,160 SQ.FT.
TOTAL SALES FLOOR: 25,565 SQ.FT.
BUILDING DEPARTMENT
Date 01/17/2024
Project Number
Drawn /Checked:
STAFF / CM
No
.
D
e
s
c
r
i
p
t
i
o
n
Da
t
e
SH
U
T
T
E
R
D
R
A
W
I
N
G
S
Sheet Title
Sheet Number
Re
v
i
s
i
o
n
s
ST
O
R
E
#
3
9
7
22
0
0
E
A
S
T
1
7
T
H
S
T
.
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
5
APPLICABLE CODES:
BUILDING 2022 CALIFORNIA BUILDING CODE
MECHANICAL 2022 CALIFORNIA MECHANICAL CODE
PLUMBING 2022 CALIFORNIA PLUMBING CODE
ELECTRICAL 2022 CALIFORNIAL ELECTRICAL CODE
FIRE PROTECTION 2022 CALIFORNIA FIRE CODE
ACCESSIBILITY TITLE 24 STANDARDS
FIRE
BUILDING INFO:
CONSTRUCTION TYPE:TYPE V-B
OCCUPANCY GROUP:MERCANTILE
GROSS LEASE AREA:32,019 SQ. FT.
TOTAL OCCUPANT LOAD:1-500 2 EXITS REQUIRED)
EXIT REQUIREMENTS (2) EXITS REQUIRED; (3) PROVIDED
AUTOMATIC SPRINKLER SYSTEM:YES
LIFE SAFETY MASTER PLAN
ENERGY 2022 CALIFORNIA ENERGY CODE
CALIFORNIA GREEN 2022 CALIFORNIA GREEN BUILDING STANDARDS (CGC) (PART 11)
STORE #397
2200 EAST 17TH ST
SANTA ANA, CA 92705
CITY OF SANTA ANA BUILDING DEPARTMENT
20 CIVIC CENTER PLAZA
ROSS ANNEX, M-20
SANTA ANA, CA 92702
PHONE: 714-667-2700
CENTER SITE PLAN
ROSS
04
.
2
9
.
2
0
2
4
R
E
V
1
Bldg# 101118782
APPROVALS:
PLNG - AHeywood
BLDG - CSG Consultant
POLICE - BMartin
2200 E 17th St -
1011187827/18/2024
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
2200 E 17th St -
1011187827/18/2024
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** 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 by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs
2200 E 17th St -
1011187827/18/2024
Project No. Sheet No. 1/4
Project
Prepared By Date 1/26/2024
Fixture Type
Maximum
Spacing of
Screws
Required for
16 GA
Aluminum
Mullion
Security Screen 14 in o.c.
Aluminum Mullion
(Pull-out in 16 GA Aluminum = 83 lbs.)
These values are for seismic pull-out anchorage only, not for component analysis.
Gravity load of the assembly is carried by the vertical rails per the manufacturer.
Component assembly and attachments per manufacturer.
These values are for worst case fixture types and screw size.
As the assembly is installed on the interior of the building, no wind load need be considered.
ARW Engineers | 1594 West Park Circle, Ogden, Utah | (801) 782-6008 | www.arwengineers.com
Use #12 self tapping/drilling (min) screws(min. 3/4" long).
Screws are to meet the min. requirements of ADM. (see
manufacturer for additional requirements)
24056
Ross #397 Santa Ana CA
NGW
Summary of Seismic Attachments for Security Screen
04/17/2023
01/26/2024
2200 E 17th St -
1011187827/18/2024
Project No. Sheet No. 2/4
Project
Prepared By Date 1/26/2024
Building Code Reference Document ASCE7-16
Site Coordinates 33.7454725, -117.867653
Site Class D-default
Seismic Design Category D
Risk Category II
USGS–Provided Output
Ss =1.290 g SMS =1.548 g SDS =1.032 g
This project only requires an SDS value (ASCE 7-16 § 13.3)
24056
NGW
Ross #397 Santa Ana CA
Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to
the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge.
Design Maps Summary Report
2200 E 17th St -
1011187827/18/2024
Project No. Sheet No. 3/4
Project
Prepared By Date 1/26/2024
ASCE 7-16 (13.3) Component Analysis
ap 1.0 Component amplification factor, varies from 1.0-2.5 (Table 13.5-1 or 13.6-1)
SDS 1.032 Section 11.4.4
Ip 1.0 Component importance factor, varies from 1.0 to 1.5 (Section 13.1.3)
Wp 2.7 psf Component operating weight*
Rp 2.5 Component response modification factor, varies from 1.5 to 5.0 (Table13.5-1 or 13.6-1)
z 11 ft
h 20 ft Average roof height of structure with respect to the base
w 144 in Width of opening
s 14 in o.c.Spacing of screws along track
Seismic force shall be determined in accordance with Equation13.3-1 - 13.3-3:
Fp1 = 0.94 psf
(Equation 13.3-1)
Seismic force not required to be taken as greater than:
Fp2 = 4.46 psf
(Equation 13.3-2)
And seismic force shall not be taken as less than:
Fp3 = 0.84 psf
(Equation 13.3-3)
Selects the appropriate seismic force from above
Fp = 0.94 psf
Force tributary to side rails
wE = 5.62 plf
Pull-out force per screw
PE = 6.55 lbs
24056
NGW
Height in structure of point of attachment of component with respect to the base. For items at or below the base, z =
0. Value of z/h < 1
Ross #397 Santa Ana CA
0.4 · ·
·
·1 2 ·
ℎ
1.6 ·
··
0.3 ·
··
Seismic Attachment for Security
∗
2
∗
2200 E 17th St -
1011187827/18/2024
Project No. Sheet No. 4/4
Project
Prepared By Date 1/26/2024
For Anchoring Into Aluminum Mullion (16 gage minimum)
Seismic Force Fp = 6.6 lbs
Screw Type
Pull-Out (ea)ΦRn = 83 lbs (ADM 2015 EQ J.5-4)
OK
Seismic Force Fp = 123.6 lbs
Screw Type
(2) screws total ΦRn = 167 lbs (ADM 2015 EQ J.5-4)
OK
Ross #397 Santa Ana CA
24056
Use (1) #12 self tapping/drilling (min) screw (min 3/4" long) each end (min) to attach the housing to
minimum 16 GA aluminum mullion
#12 self tapping/drilling (min)
NGW
#12 self tapping/drilling (min)
Use #12 self tapping/drilling (min) screws (min 3/4" long) @ 14" o.c. to attach the screen track and housing
to minimum 16 GA aluminum mullion
Seismic Anchoring For Pull-Out Only (Shutter Closed)
Seismic Anchoring For Pull-Out Only (Shutter Open)
(all load applied to shutter housing)
2200 E 17th St -
1011187827/18/2024
TRAVEL DISTANCE = 212'-0"
TRAVEL DISTANCE = 148'-0"
TR
A
V
E
L
D
I
S
T
A
N
C
E
=
1
3
1
'
-
6
"
SMD1
SHUTTER DRAWINGS
FLOOR PLAN
SCALE: 1/16" =1'-0"
1GENERAL NOTES
THE WEIGHT OF THE SHUTTERS IS CARRIED BY THE
CEMENT FLOOR
SHUTTERS DO NOT REDUCE EGRESS WIDTH. SHUTTERS
ON DOUBLE DOORS = 69 14 "
DOUBLE DOOR CLEAR
OPENING = 68"
THE VERTICAL SECURITY GRILLES SHALL BE OPENABLE
FROM THE INSIDE WITH OUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE OR EFFORT DURING PERIODS THAT THE
SPACE IS OCCUPIED.
THE GRILLES SHALL REMAIN IN THE FULL OPEN POSITION
DURING THE PERIOD OF OCCUPANCY
BY THE GENERAL PUBLIC
SHUTTERS MUST REMAIN OPEN DURING BUSINESS HOURS
AND LOCATION PLAN
Date 01/17/2024
Project Number
Drawn /Checked:
STAFF / CM
No
.
D
e
s
c
r
i
p
t
i
o
n
Da
t
e
SH
U
T
T
E
R
D
R
A
W
I
N
G
S
Sheet Title
Sheet Number
Re
v
i
s
i
o
n
s
S
T
O
R
E
#
3
9
7
2
2
0
0
E
A
S
T
1
7
T
H
S
T
.
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
5
NEW SHUTTERS MOUNTED ON
THE INTERIOR OF EXISTING
OPENINGS
THE VERTICAL SECURITY GRILLES ARE MANUALLY
OPERATED AND DO NOT TIE INTO THE FIRE ALARM SYSTEM
MAX TRAVEL DISTANCE ALLOWED
250'-0"
MAX TRAVEL DISTANCE PROVIDED
212'-0"
TRAVEL DISTANCE
216" EGRESS WIDTH PROVIDED
ALL EXITS ARE EXISTING
EXIT 3
36"
EXIT 2
36"
EXIT 1
144"
SME
SHUTTER DRAWINGS
Date 01/17/2024
Project Number
Drawn /Checked:
STAFF / CM
No
.
D
e
s
c
r
i
p
t
i
o
n
Da
t
e
SH
U
T
T
E
R
D
R
A
W
I
N
G
S
Sheet Title
Sheet Number
Re
v
i
s
i
o
n
s
S
T
O
R
E
#
3
9
7
2
2
0
0
E
A
S
T
1
7
T
H
S
T
.
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
5
PLAN @ DOOR
SCALE: NTS
1
DETAIL @ SHUTTER SILL
SCALE: NTS
2 TYPICAL SHUTTER INSTALL LOCATION
SCALE: NTS
3
THE VERTICAL SECURITY GRILLES SHALL BE OPENABLE
FROM THE INSIDE WITH OUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE OR EFFORT DURING PERIODS THAT THE
SPACE IS OCCUPIED.
THE GRILLES SHALL REMAIN IN THE FULL OPEN POSITION
DURING THE PERIOD OF OCCUPANCY
BY THE GENERAL PUBLIC
SHUTTERS MUST REMAIN OPEN DURING BUSINESS HOURS
THE VERTICAL SECURITY GRILLES ARE MANUALLY
OPERATED AND DO NOT TIE INTO THE FIRE ALARM SYSTEM
GENERAL NOTES
3
C
O
M
M
E
N
T
S
6
/
0
2
/
2
5
SHEETS - ARCHITECTURAL
SP0 COVER SHEET
01
.
1
7
.
2
0
2
4
DATE OF ISSUE
PROJECT DATA
DRAWING INDEX
SMD1 SHUTTER DRAWINGS & PLAN
SCOPE OF WORK:
·EXISTING MERCANTILE OCCUPANCY
·INSTALLATION OF SECURITY SHUTTERS
·NO PLUMBING UNDER THIS SCOPE OF WORK
·NO MECHANICAL UNDER THIS SCOPE OF WORK
·NO ELECTRICAL UNDER THIS SCOPE OF WORK
·NO FIRE PROTECTION UNDER THIS SCOPE
SCOPE OF WORK
SME SHUTTER DETAILS
SHUTTER DRAWINGS
SP0
COVER SHEET
CORTLAND MORGAN ARCHITECT
KEY MAP VICINITY MAP
ROSS ROSS
711 FIELDER ROAD
ARLINGTON, TX 76012
TRICIA RUSSELL
(817) 635-5696 EXT 101
SD STRUCTURAL DRAWING
ARCHITECT
CODE ANALYSIS
TOTAL BUILDING:28,160 SQ.FT.
TOTAL SALES FLOOR: 25,565 SQ.FT.
BUILDING DEPARTMENT
Date 01/17/2024
Project Number
Drawn /Checked:
STAFF / CM
No
.
D
e
s
c
r
i
p
t
i
o
n
Da
t
e
SH
U
T
T
E
R
D
R
A
W
I
N
G
S
Sheet Title
Sheet Number
Re
v
i
s
i
o
n
s
S
T
O
R
E
#
3
9
7
2
2
0
0
E
A
S
T
1
7
T
H
S
T
.
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
5
APPLICABLE CODES:
BUILDING 2022 CALIFORNIA BUILDING CODE
MECHANICAL 2022 CALIFORNIA MECHANICAL CODE
PLUMBING 2022 CALIFORNIA PLUMBING CODE
ELECTRICAL 2022 CALIFORNIAL ELECTRICAL CODE
FIRE PROTECTION 2022 CALIFORNIA FIRE CODE
ACCESSIBILITY TITLE 24 STANDARDS
FIRE
BUILDING INFO:
CONSTRUCTION TYPE:TYPE V-B
OCCUPANCY GROUP:MERCANTILE
GROSS LEASE AREA:32,019 SQ. FT.
TOTAL OCCUPANT LOAD: 1-500 2 EXITS REQUIRED)
EXIT REQUIREMENTS (2) EXITS REQUIRED; (3) PROVIDED
AUTOMATIC SPRINKLER SYSTEM:YES
LIFE SAFETY MASTER PLAN
ENERGY 2022 CALIFORNIA ENERGY CODE
CALIFORNIA GREEN 2022 CALIFORNIA GREEN BUILDING STANDARDS (CGC) (PART 11)
STORE #397
2200 EAST 17TH ST
SANTA ANA, CA 92705
CITY OF SANTA ANA BUILDING DEPARTMENT
20 CIVIC CENTER PLAZA
ROSS ANNEX, M-20
SANTA ANA, CA 92702
PHONE: 714-667-2700
CENTER SITE PLAN
ROSS
06
.
0
2
.
2
0
2
5
R
E
V
3
NOTICE TO CORRECT WORK:
1.- SECURITY GATES TO BE INSTALLED PER APPROVED PLAN , MISSING
HARDWARE AND DOOR CLOSER
2.- PROVIDE POLICE DEPARTMENT FINAL INSPECTION PRIOR TO BUILDING FINAL
3.- RE-CALL INSPECTION
3
C
O
M
M
E
N
T
S
6
/
0
2
/
2
5
04
.
2
9
.
2
0
2
4
R
E
V
1
03
.
2
6
.
2
0
2
5
R
E
V
2
SD
STRUCTURAL DRAWING
Date 01/17/2024
Project Number
Drawn /Checked:
STAFF / CM
No
.
D
e
s
c
r
i
p
t
i
o
n
Da
t
e
SH
U
T
T
E
R
D
R
A
W
I
N
G
S
Sheet Title
Sheet Number
Re
v
i
s
i
o
n
s
S
T
O
R
E
#
3
9
7
2
2
0
0
E
A
S
T
1
7
T
H
S
T
.
S
A
N
T
A
A
N
A
,
C
A
9
2
7
0
5
TYPICAL SHUTTER SECTION
SCALE: NTS
1
MOUNT SHUTTER HOUSING ABOVE MULLIONSO IT IS NO VISIBLE FROM THE EXTERIOR
NOTE:
1
B
D
C
O
M
M
E
N
T
S
4
/
2
9
/
2
4
1
DESIGN CRITERIA
Ss = 1.290
Sds = 1.032
ap = 1
Rp = 2.5
Ip = 1.0
PE STAMP REFERS ONLY TO
ANCHORAGE CALCULATION OF
SHUTTER ASSEMBLY TO BACKUP
STRUCTURE. DOES NOT APPLY TO
ANY OTHER ELEMENT OR SYSTEM.
04/17/2023
5/6/24