HomeMy WebLinkAbout2625 S Hickory St - PlanFLOOR LEVEL
8'-3"4'
8'
18'
FLOOR LEVEL
8'-3"
16'
3'
3'
3'
4'
16'
2'
2'
3'-2"
STORAGE RACK
PLAN TITLE SHEET
A1
SCALE: 3 = 1'-0"
SCOPE OF WORK
GOVERNING CODES
1 2022 CALIFORNIA BUILDING CODE
2
3 2022 NFPA 13
GENERAL BUILDING INFORMATION
REQUIRED SPECIAL INSPECTION(S)
2022 CALIFORNIA FIRE CODE
PLAN NOTES AND
REVISIONS
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BUILDING OWNER
TENENT
CONTRACTOR
ARCHITECT/
ENGINEER
6" CONCRETE S.O.G
ELEVATION DETAILS:
ASSESSOR PARCEL NUMBER:
SPRINKLER BUILDING (Y / N):
BUILDING CONSTRUCTION TYPE:
OCCUPANCY GROUP:
NUMBER OF STORIES:
TOTAL WAREHOUSE AREA:
SCOPE OF WORK AREA:
CEILING SPRINKLER INFORMATION:
CEILING ELEVATION:
414-101-13
NO
III-B
B, S -2
1 , SCOPE LIMITED TO WAREHOUSE ONLY
11,862 SF
7,700 SF
NA
18'
1. DEPUTY INSPECTION TO BE COMPLETED FOR THE INSTALLED HILTI KBTZ-2 1
2" X
4.5" ANCHOR BOLTS
RACK CAPACITIES AND HEIGHTS
RACK TYPE MAX STORAGE
HEIGHT
CEILING
HEIGHT
SPRINKLER
HEIGHT
MAX LOAD PER
LEVEL
TIERS WITHIN
EACH RACK
TYPE A 12'18' NA 2,500 lbs 3
THE PURPOSE OF THESE DRAWINGS AND SPECIFICATIONS IS TO OBTAIN THE NECESSARY
PERMITS, REQUIRED BY THE CITY OF SANTA ANA, FOR LOW PILED STORAGE. THE STORAGE
RACKS WILL BE USED, BY PROPHET PREMIUM BLEND LLC. PRODUCTS AS THE BUILDING
TENANT, FOR HOLDING LABELS, PACKING/ SHIPPING MATERIALS, CARDBOARD BOXES. THE
ENTIRE RACKING SYSTEM CONSISTS OF 247.5' LF OF PALLET RACK ROWS, WITH 8' BEAMS AND
8' TALL UPRIGHTS. ALL COMMODITIES WILL BE STORED LESS THAN 10'.
NAME:
ADDRESS:
PHONE NUMBER:
NAME:
ADDRESS:
PHONE NUMBER:
NAME:
ADDRESS:
PHONE NUMBER:
LICENSE NUMBER:
NAME:
ADDRESS:
PHONE NUMBER:
LICENSE NUMBER:
775 Leksand Trail, Whitefish, MT 59937
OCMH INC.
1018 LINCOLN AVE. SANTA ANA, CA, 92701
(714) 878-6091
1058665
STRUCTURAL ENGINEERING AND DESIGN INC.
1815 WRIGHT AVE, 2ND FLOOR, LA VERNE, CA, 91750
(909) 596-1351
92778
Michael Kartonis
714.271.2978
GENERAL CODES:
CBC 2022 SEC 2209.1; THE DESIGN, TESTING AND UTILIZATION OF STORAGE
RACKS MADE OF COLD-FORMED OR HOT-ROLLED STEEL STRUCTURAL
MEMBERS SHALL BE IN ACCORDANCE WITH RMI ANSI/MH 16.1. WHERE
REQUIRED BY ASCE 7, THE SEISMIC DESIGN OF STORAGE RACKS SHALL BE IN
ACCORDANCE WITH SECTION 15.5.3 OF ASCE 7.
PLEASE SEE THE STRUCTURAL CALCULATIONS PACKET AND DETAILS SHEET
FOR ALL NECESSARY SEISMIC AND ENGINEERING DESIGN SPECIFICATIONS.FIRE DEPARTMENT ACCESS DOOR
DO NOT BLOCK
SCALE:3
8" = 1'-0"
GENERAL NOTES
1. THE INFORMATION REGARDING COMMODITY TYPE/LOCATION, STORAGE DIMENSIONS,
CONFIGURATION OF RACKS, AND WAREHOUSE DETAILS HAS BEEN PROVIDED BY PROPHET
PREMIUM BLEND LLC AND REVIEWED BY ORANGE. COUNTY MATERIAL HANDLING.
2. ANY AND ALL WORK IS TO BE PERFORMED BY A LICENSED CONTRACTOR.
3. ORANGE COUNTY MATERIAL HANDLING IS NOT RESPONSIBLE FOR ENSURING THAT PROPHET
PREMIUM BLEND LLC IS COMPLIANT WITH THE SPECIFICATIONS CONTAINED IN THESE
DOCUMENTS.+
4. THE LOW PILED COMBUSTIBLE STORAGE RACK PERMIT WILL BE ISSUED AFTER FINAL
INSPECTION BY THE CITY OF SANTA ANA AND APPROVAL OF THE LOW PILED COMBUSTIBLE RACK
STORAGE SUBMITTAL. IT IS THE SOLE RESPONSIBILITY OF THE BUILDING TENANT/OWNER TO
COORDINATE THE FINAL INSPECTION WITH THE LOCAL GOVERNING CITY MUNICIPALITY AFTER
5. FOLLOWING APPROVAL OF THE CONSTRUCTION DOCUMENTS, A COPY OF THE APPROVED
PLANS SHALL BE MAINTAINED ON THE PREMISES IN AN APPROVED LOCATION.
FIRE DEPARTMENT NOTES
1. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, A VISUAL METHOD OF
INDICATING THE MAXIMUM ALLOWABLE STORAGE HEIGHT SHALL BE PROVI DED.
2. AUTOMATIC SPRINKLER SYSTEM REQUIREMENTS BASED ON THE PRESENCE OF
PALLETS SHALL BE IN ACCORDANCE WITH NFPA 13.
3. FIRE APPARATUS ACCESS ROADS IN ACCORDANCE WITH SECTION 503 SHALL BE
PROVIDED WITHIN 150 FEET OF ALL PORTIONS OF THE EXTERIOR WALLS OF
BUILDINGS USED FOR HIGH-PILED STORAGE.
4. WHERE FIRE DEPARTMENT ACCESS DOORS ARE REQUIRED BY TABLE 3206.2, FIRE
DEPARTMENT ACCESS DOORS SHALL BE PROVIDED IN ACCORDANCE WITH
SECTIONS 3206.7.1 THROUGH 3206.7.8.
5. FIRE DEPARTMENT ACCESS DOORS SHALL BE LABELED ON THE EXTERIOR SIDE
WITH THE FOLLOWING SIGN OR OTHER APPROVED SIGN:
TYPE B 12' 18' NA 2,500 lbs 3
THE LETTERING SHALL BE IN A CONTRASTING COLOR TO THE BACKGROUND.
LETTERS SHALL HAVE A MINIMUM HEIGHT OF 2 INCHES WITH A MINIMUM STROKE
OF 38 INCH.
6. AISLES IN SPRINKLERED BUILDINGS SHALL BE NOT LESS THAN 44 INCHES
WIDE
7. DEAD-END AISLES SHALL NOT EXCEED 50 FEET IN LENGTH.
8. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN ACCORDANCE
9. STEEL BUILDING COLUMNS SHALL BE PROTECTED IN ACCORDANCE WITH NFPA 13
PROPHET PREMIUM BLEND LLC
2625 S. HICKORY ST. SANTA ANA, CA 92707
714.617.5595
8"
TYPE A TYPE B
SHEET INDEX
TITLE SHEET A1
PLAN SHEET
DETAILS SHEET
A2
SED 1
BASIS OF DESIGN:
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NO FELID WELDING FOR THIS PROJECT -
NOT APPLICABLEFELID WELDING:
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Bldg #101121873
APPROVALS:
PLNG - C. Santana
BLDG - CSG
2625 S Hickory St
4/14/2025
FIRE DEPARTMENT
ACCESS DOOR
FIR
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51'26'-6.0"51'-1.5"
52'-10.0"
48'-5.5"
10'-3.5"10'10'10'12'-10.3"
23'-6.0"
30'-4.5"
A B C D
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60'
50'
77'
1/2" H
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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
B B B
B
B
B
B
B
B
B
B
A
8'
18'
9'
NO
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NO CURB RAMP
E
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W
S
FLOOR PLAN
COMPASS:
2
2
MAXIMUM PERMITTED EXIT ACCESS DISTANCE = 250 ft
MAXIMUM DESIGNED EXIT ACCESS DISTANCE = 126 ft
PLAN LEGEND
EMERGENCY EXIT DOOR WITH ILLUMINATED EXIT
SIGN
SMOKE AND HEAT REMOVAL VENT WITH 360
DEGREE FUSIBLE LINK
EGRESS PATH
1
2
3
4 FIRE HYDRANT STORAGE RACK
PLAN TITLE SHEET
A2
SCALE:1
16"= 1'-0"
PLAN NOTES AND
REVISIONS
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2'
1'-6"
( COMMODITY TYPE )
( MAXIMUM STORAGE HEIGHT )
( MAXIMUM LOAD PER LEVEL )
( MAXIMUM UNIT LOAD )
( MAXIMUM LOAD PER BAY )
2022 CALIFORNIA BUILDING CODE NOTES:
1008.2. UNDER EMERGENCY POWER, MEANS OF
EGRESS ILLUMINATION SHALL COMPLY WITH
SECTION 1008.3.
RMI SPECIFICATIONS NOTES:
1. RMI 1.4.2; ALL RACK INSTALLATIONS SHOULD DISPLAY IN ONE OR
MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE AND
EACH PLAQUE SHALL HAVE AN AREA OF NOT LESS THAN 50
SQUARE PLAQUES SHALL SHOW IN CLEAR, LEGIBLE PRINT THE
MAXIMUM PERMISSIBLE UNIT LOAD AND/OR MAXIMUM
UNIFORMLY DISTRIBUTED LOAD PER LEVEL, THE AVERAGE UNIT
LOAD, AND MAXIMUM TOTAL LOAD PER BAY.
2. RMI 1.4.7; THE BOTTOM OF ALL COLUMNS SHALL BE FURNISHED WITH
BEARING PLATES, AS SPECIFIED IN SECTION 7.2. ALL RACKS
SHOULD BE ANCHORED TO THE FLOOR BY ANCHORS CAPABLE
OF RESISTING THE FORCES CAUSED BY THE HORIZONTAL
AND VERTICAL LOADS ON THE RACK.
DETAIL OF RACK SIGNAGE:A
REFERENCE THE MAXIMUM STORAGE WEIGHT PER LEVEL
FOR EACH HPS AREA FOR SIGNAGE INFORMATION
4
3
1
1
1. CBC 1004.1; IN DETERMINING MEANS OF EGRESS REQUIREMENTS, THE
NUMBER OF OCCUPANTS FOR WHOM MEANS OF EGRESS
FACILITIES ARE PROVIDED SHALL BE DETERMINED IN
ACCORDANCE WITH THIS SECTION.
2. CBC 1005.1; ALL PORTIONS OF THE MEANS OF EGRESS SYSTEM SHALL
BE SIZED IN ACCORDANCE WITH CBC SECTION 1005.
3. CBC 1006.1; THE NUMBER OF EXITS OR EXIT ACCESS DOORWAYS
REQUIRED WITHIN THE MEANS OF EGRESS SYSTEM SHALL
COMPLY WITH THE PROVISIONS OF SECTION 1006.2.
4. CBC 1007.1.1; WHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT
ACCESS STAIRWAYS OR RAMPS, OR ANY COMBINATION THEREOF,
ARE REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THEY
SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS THAN
ONE-HALF OF THE LENGTH OF THE
5. CBC 1008.1; ILLUMINATION SHALL BE PROVIDED IN THE MEANS OF
EGRESS IN ACCORDANCE WITH SECTION
6. CBC 1008.2.3; ILLUMINATION SHALL BE PROVIDED ALONG THE PATH
OF TRAVEL FOR THE EXIT DISCHARGE FROM EACH EXIT TO THE
PUBLIC WAY.
7. CBC 1013.1; EXITS AND EXIT ACCESS DOORS SHALL BEMARKED BY AN
APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF
EGRESS THE PATH OF EGRESS TRAVEL TO EXITS AND WITHIN
EXITS SHALL BE MARKED BY READILY VISIBLE EXIT SIGNS
TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL IN
CASES WHERE THE EXIT OR THE PATH OF EGRESS TRAVEL IS NOT
IMMEDIATELY VISIBLE TO THE OCCUPANTS. EXIT SIGN
PLACEMENT SHALL BE SUCH THAT ANY POINT IN AN EXIT ACCESS
CORRIDOR OR EXIT PASSAGEWAY IS WITHIN 100 FEET.
8. CBC 1017.2; EXIT ACCESS TRAVEL DISTANCE SHALL NOT EXCEED THE
VALUES GIVEN IN TABLE 1017.2
2
22
CATEGORY Requirement
STANDARD ACCESSIBLE PARKING:
VAN-ACCESSIBLE PARKING
ACCESS AISLE - WIDTH
ACCESS AISLE - MARKING
PARKING SPACES & AISLES - SLOPE
RAMPS & ACCESS ROUTES - SLOPE
SIGNAGE - SIZE
SIGNAGE - HEIGHT
SIGNAGE - CONTENT
108 INCHES
108 INCHES (2743 MM) WIDE MINIMUM
96 INCHES access aisle
BLUE PAINTED BORDER, HATCHED LINES 36
INCHES (914 MM) ON CENTER
MAXIMUM 1:48 (2% GRADIENT) IN ANY DIRECTION
MAXIMUM 1:12
MINIMUM 70 SQUARE INCHES (4516 MM²)
MINIMUM 80 INCHES (2032 MM) FROM BOTTOM OF
SIGN TO FINISHED GRADE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
(WHITE ON DARK BLUE)
ACCESSIBLE PARKING STALL SPECIFICATIONS
1
1
1
1
1
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5 DIRECTIONAL EXISTS
5 5 5
5 5 5 5
6 ACCESSIBLE PARKING
6
ACCESSIBLE PARKING TRAVEL PATH7
3
NO FELID WELDING FOR THIS PROJECT -
NOT APPLICABLE
FELID WELDING:3
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8 DETECTABLE WARNING SURFACE
8
8
3
3
OFFICE MANAGER
ROOM
CONFERENCE
ROOMPOD
CAST
ROOM
RR4RR3
OFFICE
EMPLOY
ENTRANCE
BLUE
PEN
OFFICEOFFICEOFFICE
SVRRRRR2
BREAK
ROOM
OFFICERECEPTION
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2625 S Hickory St
4/14/2025
(6)6,2 251$3 /'((15*(7 ,16,(*((55
$&/),)2 2(571$,7 $6 9 ,,/&
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10/3/24
2625 S Hickory St
4/14/2025
2625 S Hickory St
4/14/2025
2625 S Hickory St
4/14/2025
2625 S Hickory St
4/14/2025
2625 S Hickory St
4/14/2025
2625 S Hickory St
4/14/2025
2625 S Hickory St
4/14/2025
2625 S Hickory St
4/14/2025
2625 S Hickory St
4/14/2025
2625 S Hickory St
4/14/2025
2625 S Hickory St
4/14/2025
2625 S Hickory St
4/14/2025
2625 S Hickory St
4/14/2025
2625 S Hickory St
4/14/2025
2625 S Hickory St
4/14/2025
0.94"
1.57"
0.32"SEE ATTACHED OCMH INC DWG.
FOR STORAGE RACK ELEVATIONS
1/2"
O.A.L.
F.F.
3 1/4"
MIN. EMBED.
12"
3/8"
1/2"
1 1/2"
1/2"
2"
3/8"
Ø3/8"2 11/16"
3/8"
3/8"
6"
3"
2"
2"
1"
1 3/8"
2-1/2"
1"
8"
5"
9/16" DIIA
8"
8"
1"
1"
Ø9/16"
5/16"
3"
3"
2"
3 1/2"
1 5/8"
7/8"1 5/8"
5/16"
3"
3"
2"
ATTACHMENT:
ATTACH W/ (2) 5/16"Ø X 3/4" GR. 5 BOLTS PER BRACE, (1) @ EA. END
MATERIAL
DESCRIPTION
STEEL YIELD ASTM A570, Fy=50,000 PSI
BRACING: HORIZ. & DIAG.
15 GAGE STEEL NOTES:
USE @ ALL BRACE LOCATIONS TYP.
DIAG.
BRACE
HORIZ.
BRACE
NOT A DEPICTION OF THIS PROJECT
BASE
PLATE &
ANCHOR
COLUMN
ROW
SPACER BEAM
CONNECTOR
DESCRIPTION STORAGE RACK ELEVATIONS
NOTES:
CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
ENSURE REQUIRED EMBEDMENT IS OBTAINED.
4266
1/2"Ø X 3-1/4" MIN. EMBED.
HILTI KWIKBOLT TZ2 ANCHOR
ESR#
DESCRIPTION NOTES:
SEE NOTE #4 ABOVE FOR ANCHOR
SPECS.
SIZE
NOTES:
ATTACH WITH (4) 5/16"Ø GR. 5 BOLTS,
(2) @ EACH END
14 GAGE
ROW SPACER
MATERIAL
STEEL YIELD
DESCRIPTION
ASTM A570, Fy=50,000 PSI
0.350" Ø PINS
SAFETY CLIP
ASTM A570, Fy=50,000 PSI
NOTES:
USE @ ALL LUOSHAN BEAM TO COLUMN
CONNECTION LOCATIONS TYP.
7 GAGE
3-PIN CONNECTOR
STEEL YIELD
MATERIAL
DESCRIPTION
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=1.273, S1=0.456, FA=1.200, FV=1.850,
IP=1.0 (NO PUBLIC ACCESS), SDS=1.018, SD1=0.562, OCC UPANCY CATAG. II
SITE CLASS D-DEFAULT, SEISMIC DESIGN CATAG. D
3.STORAGE CAPACITY:
TYPES A, B=2500 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. FIELD WELDS, IF ANY, SHALL BE PROVIDED UNDER THE SUPERVISION OF A LICENSED
DEPUTY INSPECTOR. SPECIAL INSPECTION IS REQUIRED FOR ALL STRUCTURAL WELDS EXCEPT FOR WELDING DONE
IN AN APPROVED FABRICATOR'S SHOP.
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. MINIMUM DISTANCE BETWEEN THE ANCHOR BOLT CENTER TO ANY CONSTRUCTION JOINTS, CONTROL/EXPANSION
JOINTS OR SLAB CRACKS=3.5".
17. 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.
18.FOR 96" H FRAME:
MINIMUM DISTANCE BETWEEN RACK AND BUILDING COMPONENTS IS 2% (OR 1.92") OF TOP SHELF LEVEL HEIGHT @
BRACED DIRECTION AND 5% (OR 4.8") OF TOP SHELF LEVEL HEIGHT @ UNBRACED DIRECTION.
FOR 192" H FRAME:
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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GENERAL RACK CONFIGURATION
NOTES:
USE (2) ROW SPACERS @ ALL DOUBLE ROW UNITS.
ASTM A570, Fy=50,000 PSI
14 GAGE THK STEEL
STEEL YIELD
MATERIAL
DESCRIPTION
NOTES:
USE @ TYPE A LUOSHAN
COLUMN/BASE LOCATIONS.
ASTM A36, Fy=36,000 PSI STEEL YIELD
3/8" THICK PLATE.
BASE PLATE: 8" x 5"
MATERIAL
DESCRIPTION COLUMN: O3314
1
6
3 5
7
ASTM A570, Fy=50,000 PSI
14 GAGE THK STEEL
STEEL YIELD
MATERIAL
DESCRIPTION
NOTES:
USE @ TYPE B LUOSHAN
COLUMN/BASE LOCATIONS.
ASTM A36, Fy=36,000 PSI STEEL YIELD
3/8" THICK PLATE.
BASE PLATE: 8" x 8"
MATERIAL
DESCRIPTION
COLUMN
COLUMN: O3314
22B
NOTES:
USE @ ALL BEAM LOCATIONS TYP.ASTM A570, Fy=50,000 PSI
DESCRIPTION
MATERIAL
STEEL YIELD
16 GAGE
4
3-1/2" BEAM (SB356)
COLUMN
1B
(6)6,2 251$3 /'((15*(7 ,16,(*((55
$&/),)2 2(571$,7 $6 9 ,,/&
((55
$&/),)2 2(555555555555555555555555555555555555555555555555555555555777777777777777777777777777777777777777777777777111111111111111111111111111111111111111111111111111111111$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$7 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,7$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$$66666666666666666666666666666666666666666666666 9 ,,/////////////&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&
1R1R
(([S[S
10/3/24
FELID WELDING:
ALL FIELD WELDING
REACQUIRES DEPUTY INSPECTION
NO FELID WELDING FOR THIS PROJECT
2625 S Hickory St
4/14/2025
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)
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)
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)
Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
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)
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)
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
operations?
YES NO
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
INSTRUCTIONS:
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar Special Equipment Plan (PR315, PR340-PR382)
Storage/use/research
maintenance/repair?
with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
Chem Class & floor plan (full architectural plan if Cabinetry/woodworking/finishing facility? H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
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)
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)
*
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.
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
contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
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—
the building department will determine specific requirements.
Initials 12.
Initials
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name
Phone Number
Address
ProjectScope/BusinessDescription
Date
Signature
Suite City
/ /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require O
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
or attach an OCFA referral form and have the applicant submit the form along with the applicant have plans approved by OCFA, please initial here
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
2625 S Hickory St Santa Ana
JL
JL
Jesus Lopez
714.504.6864 11 7 2024
Jesus Lopez
Pallet Racks, Less than 12' storage height
2625 S Hickory St
4/14/2025