HomeMy WebLinkAbout2901 S Daimler St - PlanOFFICES
FSR
ACCESS DOOR
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PWP03119
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00 20' 40'
GRAPHIC SCALE
VICINITY MAP
CODE INFORMATION
APPLICABLE CODES:
3.) 2022 CALIFORNIA GREEN BUILDING CODE (C.G.C.)
4.) 2022 CALIFORNIA REFERENCE STANDARDS CODE
5.) 2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE
6.) CCR TITLE 19 - PUBLIC SAFETY: DIVISION 1 - STATE FIRE MARSHAL
7.) 2022 NFPA 13 - STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS
8.) APPLICABLE ORDINANCES OF THE STATE FIRE MARSHAL
1.)
2.)
THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) ADOPTS THE 2021
INTERNATIONAL BUILDING CODE (IBC) AND THE 2022 CALIFORNIA AMENDMENTS.
THE 2022 EDITION OF THE CALIFORNIA FIRE CODE (CFC) ADOPTS THE 2021
INTERNATIONAL FIRE CODE (IFC) AND THE 2022 CALIFORNIA AMENDMENTS.
TYPE OF CONSTRUCTION PER C.B.C.:
OCCUPANCY GROUP PER C.B.C.:
1 OF 2
2 OF 2
SITE PLAN
FLOOR PLAN
NO.SHEET TITLE ENGINEERING:
BUILDING (OFFICE / MANUFACTURING / WAREHOUSE) B AND S-1
1 OF 1 STORAGE RACK DETAILS
SHEET INDEX
EXISTING BUILDING HEIGHT :
PROJECT INFORMATION
EXISTING USE :
PROPOSED USE :
BUILDINGS ON SITE :
REQUIRED PERMITS :
BUILDING ADDRESS :
WAREHOUSE
2901 S DAIMLER ST
SANTA ANA, CA 92705
BUILDING AND SAFETY
DETAILED SCOPE OF WORK:
22'-6"
ASSESSOR'S PARCEL NUMBER :
WAREHOUSE
INSTALL LOW PILE STORAGE RACKS IN WAREHOUSE AREA.
TYPE III-B
430-191-07
1
1 STORY WAREHOUSENUMBER OF STORIES:
1 STORY OFFICE AREA
OFFICE AREAAREA:
WAREHOUSE AREA
LOW PILE STORAGE AREA
SPRINKLERED.:YES
PROPERTY OWNER:CONTRACTOR:
PROJECT DIRECTORY
2706 STARBIRD DR
COSTA MESA, CA 92626
L&C WALL FAMILY LIMITED
PARTNERSHIP
TENANT
2901 DAIMLER ST
SANTA ANA, CA 92705
FORTIS ENTERPRISES INC
ENGINEER:
12640 ALLARD ST
SANTA FE SPRINGS, CA 90670
TELEPHONE: (562) 407-5438
CONTACT: ZSIGMOND BALLA
LICENSE #: 1063193 C61/D24
GLOBAL TRADE MARKETING INC
1815 WRIGHT AVE.
LA VERNE, CA 91750
TELEPHONE: (909) 596-1351
LICENSE #: 26608 CIVIL
STRUCTURAL ENGINEERING & DESIGN INC.
FIRE DEPARTMENT NOTES:
C.)
A.)
B.)
FIRE DEPARTMENT INSPECTION REQUIRED. SCHEDULE 2 DAYS IN ADVANCE,
@ (714) 573-6150
A CFC PERMIT IS REQUIRED FOR HPS AND WILL BE ISSUED BY AN OCFA INSPECTOR
LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906.2
AND CHAPTER 3, TITLE 19 CCR AND PLACEMENT IS SUBJECT TO THE APPROVAL OF THE FIRE
INSPECTOR
D.) STORAGE, DISPENSING OR USE OF ANY FLAMMABLE/COMBUSTIBLE MATERIALS AND OTHER
HAZARDOUS MATERIALS SHALL COMPLY WITH CFC REGULATIONS
E.) EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT
F.) MODIFICATION TO FIRE SPRINKLER AND ALARM SYSTEMS SHALL COMPLY WITH 2022 NFPA 13 AND
72. A SEPARATE PLAN SUBMITTAL IS REQUIRED
G.) FIRE SPRINKLER SYSTEMS AND ALL CONTROL VALVES SHALL BE MONITORED BY A U.L. LISTED
CENTRAL ALARM STATION OR BE SUPERVISED PER 2022 CFC CHAPTER 9. A SEPARATE PLAN
SUBMITTAL IS REQUIRED FOR THE INSTALLATION OF THE MONITORING SYSTEM.
H.) FIRE APPARATUS ACCESS ROADS SHALL BE UNOBSTRUCTED. ACCESS GATES SHALL BE
APPROVED PRIOR TO INSTALLATION AND SHALL BE IN COMPLIANCE WITH CFC 504 AND OCFA
GUIDELINES
8,951 SQ. FT.
10,712 SQ. FT.
6,327 SQ. FT.
NO.
04/03/24
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Bldg #103119153
APPROVALS:
PLNG - P. Raj
BLDG - T. Le
OCFA - SR #24000235
HOLD- 2901 S
Daimler St12/11/2024
00 20' 40'
GRAPHIC SCALE
192"
TOP OF
UPRIGHT
72"
56"
96"
SELECTIVE RACKING TYPE A
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A A A A A A A A
A A A A A A A A
A A A A A A A A
A A A A A A A A
A A A A A A A A
B
OFFICES
192"
TOP OF
UPRIGHT
92"
36"
144"
SELECTIVE RACKING TYPE B
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42"42"
10"
FSR
ACCESS DOOR
ACCESS DOOR ACCESS DOOR
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PWP03119
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50
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50
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89'-4"24'-6"23'-9"24'-1"24'-1"20'-3"
11'
12'
11'-6"
11'-6"
11'-5"
11'-7"14'-9"
1'-4"
1'
19'-3"
15'-5"
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1R1R
(([S[S
HOLD- 2901 S
Daimler St12/11/2024
4"
c.c.1 1/4"
HORIZ.
BRACE
DIAG.
BRACE
CONNECTOR
BASE
PLATE &
ANCHOR
COLUMN
ROW
SPACER BEAM
SEE ATTACHED
PREMIER WAREHOUSE PERMITS INC DWG.
FOR STORAGE RACK ELEVATIONS
1 5/8"
3 1/4"
1"1 1/2"
12"
3/8"Ø X 7/8" SLOT
4 PLCS
3/4"1 1/2"
3/4"
11/16"
3/4"
3-5/8"
3-1/4"
MIN. EMBED.
1/2"
BASE PLATE F.F.
O.A.L.
1 11/16"
6"
1"
3 3/16"
2"
2"
7/16" Ø GR.
55 RIVET
5/16" Ø
SAFETY PIN
1"
1"
8"
5"
3/8"
5/8"Ø
3"
3"
3/4"
1 5/8"
4"
1"1 1/2"
1 11/16"
8"
1"
3 3/16"
2"
2"
2"
7/16" Ø GR.
55 RIVET
5/16" Ø
SAFETY PIN
DESCRIPTION
STEEL YIELD
MATERIAL NOTES:
USE @ ALL BOLTED HANNIBAL BRACE
LOCATIONS TYP .ASTM A570, Fy=55,000 PSI
16 GAGE STEEL
BRACING: HORIZ. & DIAG.NOT A DEPICTION OF THIS PROJECT
GENERAL RACK INFORMATION1
NOTES:
USE @ TYPE A BEAM LOCATIONS.
15 GAGE
STEEL YIELD
MATERIAL
DESCRIPTION
ASTM A570, Fy=55,000 PSI
3-1/4" BEAM (STEPBEAM)
MATERIAL
STEEL YIELD
DESCRIPTION STD ROW SPACER
ASTM A570, Fy =55,000 PSI
16 GAGE
NOTES:
ATTACH WITH (4) 3/8"Ø GR. 5 BOLTS,
(2) @ EACH END
SIZE 1/2"Ø x 3-1/4 MIN. EMBED.
HILTI KWIKBOLT TZ2 ANCHOR
NOTES:
SEE NOTE #4 ABOVE FOR ANCHOR SPECS.
DESCRIPTION
ESR # 4266
DESCRIPTION STORAGE RACK ELEVATIONS
7 GAGE
3-PIN CONNECTOR
ASTM A570, Fy=55,000 PSISTEEL YIELD
MATERIAL
DESCRIPTION NOTES:
USE @ TYPE A BEAM TO COLUMN
CONNECTION LOCATIONS.
GENERAL PROJECT NOTES
1. DESIGNED PER REQUIREMENTS OF THE 2022 CBC, ASCE 7-16, SECTION 15.5.3, & 2012 RMI RACK DESIGN MANUAL
2. SEISMIC CRITERIA SS =1.289, S1 =0.453, FA = 1.200, FV = 1.850
IP = 1.0 (NO PUBLIC ACCESS), SDS = 1.031, SD1 =0.559, OCCUPANCY CATAG. II
SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D
3. STORAGE CAPACITY:
TYPE A=3000 LBS PER LEVEL TYP.
TYPE B=2000 LBS PER LEVEL TYP.
4. ANCHORS : HILTI KWIKBOLT TZ2 ESR#4266, OR POWERS SD2 ESR#2502
1/2" Ø X 3-1/4" MIN. EMBEDT.
50 FT-LBS TORQUE (HILTI KWIKBOLT TZ2)
40 FT-LBS TORQUE (POWERS SD2)
(2) ANCHORS PER BASE PLATE.
5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION. ANCHORS SHALL BE INSTALLED
PER ICC ESR#4266.
6. EXISTING S.O.G. CONCRETE THICKNESS & COMPRESSIVE STRENGTH, 6" X 2500 PSI
7. SOIL BEARING PRESSURE 750 PSF.
8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN
ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE
INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR, LEGIBLE PRINT.
9. ALL BOLTS GR. 5 OR BETTER, INSTALL TO SNUG TIGHT FIT OR BETTER
10. ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BY AWS CERTIFIED WELDERS USING E70XX
ELECTRODE OR BETTER. NO FIELD WELDING PERFORMED. SPECIAL INSPECTION IS REQUIRED ONLY FOR ANY FIELD
WELDING.
11. THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN. OF 18" BETWEEN TOP OF THE STORAGE AND THE
CEILING SPRINKLER DEFLECTOR.
12. THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD, UNDAMAGED CONDITION. THE
PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES. IT IS THE
RESPONSIBILITY OF THE OWNER, USER, PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO
NOTIFY SED, INC IN WRITING, OF ANY DAMAGE, DEFICIENCIES OR IRREGULARITIES.
13. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY SED,
INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCES
SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY, IMPACT FROM
DROPPED LOADS ON THE SYSTEM, DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION, ETC. THE USER
OF THE PRODUCT MUST NOTIFY SED, INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE
PRODUCT SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY
AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN.
14. IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR
REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT.
15. THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER
OPERATIONAL, HOUSE KEEPING AND MAINTENANCE PROCEDURES, BUT NOT LIMITED TO THE FOLLOWING:
A. PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS.
B. REGULARLY INSPECT FOR DAMAGE. IF DAMAGE IS FOUND, IMMEDIATELY UNLOAD THE AFFECTED AREA AND
REPLACE OR REPAIR ANY DAMAGED COLUMNS, BEAMS, OR OTHER STRUCTURAL COMPONENTS.
C. REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD, SAFE, OPERATING CONDITION.
D. ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED
AND STABLE POSITION.
E. REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE.
F. PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION, INCLUDING THE TOP MOST POSITION, UNLESS THE RACK
SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING.
G. THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE
STORAGE RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY
ARE IN USE.
H. ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN
CONFIGURATION.
16. THE MAXIMUM TOP TO BOTTOM OUT-OF-PLUMB RATIO AND OUT-OF-STRAIGHT RATIO RACK COLUMN IS 1/240 (FOR
EXAMPLE 1/2" PER 10 FEET OF HEIGHT). COLUMN WHOSE OUT-OF-PLUMB RATIO OR OUT-OF-STRAIGHT RATIO
EXCEEDS THIS LIMIT SHOULD BE UNLOADED AND RE-PLUMBED. ANY DAMAGED PARTS MUST BE REPAIRED OR
REPLACED.
17. MINIMUM DISTANCE BETWEEN RACK AND BUILDING COMPONENTS IS 2% (OR 3.84") OF TOP SHELF LEVEL
HEIGHT @ BRACED DIRECTION AND 5% (OR 9.6") OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION.
18
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24-0326-19
SED 1 OF 1
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NOTES:
USE (2) STD ROW SPACERS FOR DOUBLE ROW
NOTES:
CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
ENSURE REQUIRED EMBEDMENT IS OBTAINED.
COLUMN
NOTES:
USE @ ALL UNICORN
COLUMN/BASE LOCATIONS TYP.
STEEL YIELD
DESCRIPTION
MATERIAL
BASE PLATE: 8" x 5"
3/8" THICK PLATE
ASTM A36, Fy=36,000 PSISTEEL YIELD
DESCRIPTION
MATERIAL
ASTM A570, Fy=55,000 PSI
14 GAGE THK.
COLUMN: UNICORN C3314TD
2
3 5 6
8
1B
NOTES:
USE @ TYPE B BEAM LOCATIONS.
15 GAGE
STEEL YIELD
MATERIAL
DESCRIPTION
ASTM A570, Fy=55,000 PSI
4" BEAM (STEPBEAM)
4
7 GAGE
4-PIN CONNECTOR
ASTM A570, Fy=55,000 PSISTEEL YIELD
MATERIAL
DESCRIPTION NOTES:
USE @ TYPE B BEAM TO COLUMN
CONNECTION LOCATIONS.
7
04/03/24
(6)6,2 251$3 /'((15
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1R1R
(([S[S
HOLD- 2901 S
Daimler St12/11/2024
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
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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
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