HomeMy WebLinkAbout11715 Clark St - 2024 - ShelvingSITE PLAN, SCOPE OF
A-1
WORK, VICINITY MAP
SCOPE OF WORK
SITE
VICNITY MAP
N
A-2 STORAGE RACK PLAN
SITE PLAN, SCOPE OF WORK, VICINITY MAPA-1
PROJECT INDEX
SCALE: 1" = 10'-0"
SITE PLAN N
STORAGE RACKS
BIG TREE SALES
PROJECT
TENANT
DESIGNER OF RECORD
UPLAND, CA, 91786
CARLOS LOPEZ
136 MORGAN WAY
909-919-0067
11715 CLARK ST
ARCADIA, CA, 91006
11715 CLARK ST
ARCADIA, CA, 91006
FIRE
D
E
P
T
L
A
N
E
FIR
E
D
E
P
T
L
A
N
E
PROJECT BUILDING
PIV
FH
-STORAGE RACK DETAILS
A-2
STORAGE RACKS
BIG TREE SALES
PROJECT
TENANT
DESIGNER OF RECORD
UPLAND, CA, 91786
CARLOS LOPEZ
136 MORGAN WAY
909-919-0067
11715 CLARK ST
ARCADIA, CA, 91006
STORAGE RACK
SCALE: 1/8"=1'-0"
STORAGE RACK PLAN N
PLAN
EXIT EXIT
EXIT
OFFICE
OFFICE
LOADING
11715 CLARK ST
ARCADIA, CA, 91006
SCALE: 1/4" = 1'-0"
RACK ELEVATIONS
0.95"
1.58"
1/2"
3-1/4"
MIN. EMBED.
F.F.
O.A.L.
SEE ATTACHED ABC QUICK RACKING DWG.
FOR STORAGE RACK ELEVATIONS.1 63/64"
12"
3/8"Ø X 7/8" SLOT
4 PLCS
1"1 1/2"
3/4"
3 3/8"
4"
1 3/4"
1 5/8"
1"
8"
5/8"Ø
3/8"
5"
1"
1"
(3) 1/2" GR. 5 BOLT
REQ'D PER ATTACHMENT.
3"
3"
6"
3"
2"
2"
1"
1 3/8"
MATERIAL
DESCRIPTION
STEEL YIELD
BRACING: HORIZ. & DIAG.
16 GAGE STEEL NOTES:
USE @ ALL KINGMORE BRACE
LOCATIONS TYP.
DIAG.
BRACE
HORIZ.
BRACE
NOT A DEPICTION OF THIS PROJECT
BASE
PLATE &
ANCHOR
COLUMN
ROW
SPACER BEAM
CONNECTOR
4266
1/2"Ø x 3-1/4" MIN. EMBED.
HILTI KWIKBOLT TZ2 ANCHOR
SIZE
ICC/ESR#
DESCRIPTION
NOTES:
SEE NOTE #4 ABOVE FOR ANCHOR SPECS.
DESCRIPTION STORAGE RACK ELEVATIONS
GENERAL PROJECT NOTES
1. DESIGNED PER REQUIREMENTS OF THE 2021 IBC, 2022 CBC, ASCE 7-16 & 2012 RMI RACK DESIGN MANUAL
2. SEISMIC CRITERIA Ss =1.774, S1 =0.612, Fa = 1.200, Fv = 1.700
Ip = 1.0 (NO PUBLIC ACCESS), Sds = 1.419, Sd1 =0.694, OCCUPANCY CATAG. II
SITE CLASS D, SEISMIC DESIGN CATAG. D
3. STORAGE CAPACITY:
TYPE A = 2400 LBS PER LEVEL TYP.
4. ANCHORS : HILTI KWIKBOLT TZ2 ESR# 4266 (50 FT-LBS TORQUE), OR POWERS SD2 ESR#2502 (40 FT-LBS TORQUE)
AS USED IN CALCULATIONS OR ICC & ENGINEER APPROVED EQUAL.
1/2" Ø x 3-1/4" MIN. EMBEDT.
(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 ASTM A325 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.
NOTES:
CONFIRM O.A.L. OF ANCHORS WITH INSTALLER TO
ENSURE REQUIRED EMBEDMENT IS OBTAINED.
1
NOTES:
ATTACH WITH (4) 5/16"Ø GR. 5 BOLTS,
(2) @ EACH END
14 GAGE
ROW SPACER
MATERIAL
STEEL YIELD
DESCRIPTION
ASTM A36, Fy = 36,000 PSI
ASTM A570, Fy=50,000 PSI
GENERAL RACK CONFIGURATION
15 GAGE
4" (SB405) BEAM
STEEL YIELD
MATERIAL
DESCRIPTION
NOTES:
USE @ ALL BEAM LOCATIONS TYP.ASTM A570, Fy=50,000 PSI
COLUMN: C3314TD
COLUMN
DESCRIPTION
MATERIAL
BASE PLATE: 8" x 5"
3/8" THICK PLATE
STEEL YIELDASTM A36, Fy=36,000 PSI
NOTES:
USE @ ALL KINGMORE
COLUMN/BASE LOCATIONS TYP.
DESCRIPTION
MATERIAL
STEEL YIELD
14 GAGE STEEL
ASTM A570, Fy=50,000 PSI
2
3
6
5/16"Ø SAFETY CLIP
7/16" Ø
GR 55 RIVET
NOTES:
USE @ ALL KINGMORE BEAM TO
CONNECTION LOCATIONS TYP.
7 GAGE
3-PIN CONNECTOR
STEEL YIELD
MATERIAL
DESCRIPTION
ASTM A570, Fy=50,000 PSI
4
1B
24-0613-5
SED 1 OF 1
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NOTES:
USES (2) ROW SPACERS FOR DOUBLE ROW UNITS
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