HomeMy WebLinkAbout2547 W McFadden Ave Unit# B - PlanENGINEER
SAL E. FATEEN
SEIZMIC ENGINEERING, INC.
161 ATLANTIC STREET
POMONA, CA. 91768
TEL: (909) 869-0989 FAX: (909) 869-0981
DESIGNED PER SECTION 2209 OF THE 2022 CBC
Fa = 1.2 & Ss = 1.304
CODE USED IN DESIGN
INSTALLATION OF INTERIOR LIGHT DUTY STORAGE
FIXTURES IN AN EXISTING BUILDING
BUILDING PERMIT NUMBER: #101113060
SCOPE OF WORK
TABLE OF CONTENTS
2. DRAWING No. 23-0996-A
LIGHT DUTY STORAGE (FIXTURE #1A & #4A)
1. DRAWING No. 23-0996
TABLE OF CONTENTS
SCHEDULE OF DOCUMENTS
LIGHT DUTY STORAGE FIXTURE INSTALLATION
2547 W MCFADDEN AVE. STE B
SANTA ANA, CA 92704
O'REILLY AUTO (SANTA ANA) SA6
BUILDING DATACONTRACTOR
TEL: (915) 517-4229
WILTON, CA 95693
11075 JEFF BRIAN LANE
CHRIS RHODES
BLDG SQ FT: 6,575
PROJECT SQ FT: 6,135
CONSTRUCTION TYPE: V-B
OCCUPANCY TYPE: M
FULLY SPRINKLERED: YES
MIKE SHALABI
13985 EAST LIVE OAK AVENUE
IRWINDALE, CA 91706
TEL: (626) 622-6602
OWNER
3. DRAWING No. 23-0996-B
LIGHT DUTY STORAGE (FIXTURE #1A & #4A)
5. DRAWING No. 23-0996-D
LIGHT DUTY GONDOLA (FIXTURE #2A)
6. DRAWING No. 23-0996-E
GRAVITY RACK (FIXTURE #3A)
7. DRAWING No. 23-0996-F
MOBILE LIGHT DUTY STORAGE (FIXTURE #1G)
8. DRAWING No. 23-0996-G
MOBILE LIGHT DUTY STORAGE (FIXTURE #1G)
10. DRAWING No. 23-0996-I
LAYOUT
AD
D
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E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
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N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
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B.G. / A.N.
02/28/24
A.N.
05/17/24
TABLE
OF
CONTENTS
23-0996
No. 25969
E E
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OSISEEEN
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EXPIRES
12-31-2025
11. CODE SUMMARY PLAN G1
12. SITE PLAN-ASP1.1
9. DRAWING No. 23-0996-H
MOBILE LIGHT DUTY STORAGE (FIXTURE #1G)
4. DRAWING No. 23-0996-C
LIGHT DUTY STORAGE (FIXTURE #1A & #4A)
Digitally
signed by Sal
Fateen
Date:
2024.06.21
08:46:47-07'00'
Bldg# 101118699
APPROVALS
PLNG- CSantana
BLDG - WLee
**No OCFA Required per JHobbs**
2547 W McFadden Ave
Unit# B10/7/2024
2547 W McFadden Ave
Unit# B10/7/2024
MAIN
E.P
TELE
E.P
O'REILLY
AUTO PARTS
(APPROX. 6,575 S.F.)
O'REILLY
AUTO PARTS
(APPROX. +6,575 S.F.)
WELCOME
CENTER
9'
-
8
"
4'
4'
-
7
"
4'
CO
K
E
3'
4'-9"
3'-8"
3'
A
D
A
3'
8'
12
'
3'
3'
-
6
"
9'
-
6
"
10'-10"
8'
-
1
"
ELEC.
ROOM
N.I.C
3'
-
8
"
3'
-
8
"
4'
5'
4'-3"
4'
3'
-
8
"
5'
-
7
"
9'
-
9
"
3'
-
8
"
4'
-
8
"
6'-3"
5'
-
8
"
4'
3'
-
1
0
"
4'-7"
3'
-
1
0
"
3'
-
8
"
9'
-
6
"
9'
-
6
"
3'-11"
WIPER
TE
S
T
WIPER
BATTERY
RACK GRAVITY FEED OIL RACK
6'
-
3
"
9'-3"
6'
-
6
"
LA
T
H
E
OIL TANK
3'
-
8
"
3'
-
1
0
"
3'
-
8
"
3'
-
1
0
"
3'
-
1
0
"
DN
DN
PRIMARY USE GROUP: (MERCANTILE)
CONSTRUCTION TYPE: "VB"
TOTAL GROSS SQ. FT.: +6,575
EXITEXIT
132'-8
"
=
1
3
3
'
/
13 = 44.
3
3
"
5'5'5'
3'-8"
5'-1"10'-10"6'-7"
7'
-
9
"
3'
EXISTING BLDG USE TO REMAIN. NO CHANGE IN BUILDING SQUARE FOOTAGE.
EXIT ROUTE
EXITEXIT
EX
I
T
A
C
C
E
S
S
P
A
T
H
O
F
T
R
A
V
E
L
=
6
0
'
-
1
0
"
<
7
5
'
-
0
"
62'-3"
77'-
5
"
/
1
/
3
=
2
5
'
30'-11"
EX
I
T
A
C
C
E
S
S
P
A
T
H
O
F
T
R
A
V
E
L
:
7
3
'
-
4
"
<
7
5
'
EXIT
EX
I
T
A
C
C
E
S
S
P
A
T
H
O
F
T
R
A
V
E
L
=
6
4
'
-
0
"
<
7
5
'
-
0
"
EXIT ACCESS PATH OF TRAVEL: 70'-5" < 75'
EXIT
EXIT
EXIT
COMMON PATH OF EGRESS TRAVEL
EXIT ACCESS TRAVEL DISTANCE
1 CODE SUMMARY EGRESS PLAN
SCALE: 1/8" = 1'-0"
09/05/2024
22.0363.00
MF AB
CO
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No. C-20397
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PR#13 09/24/2024
OCCUPANCY LOAD SUMMARY
ROOM OR AREA
(REFER TO FLOOR PLAN)
OCCUPANCY
GROUP
AREA
(S.F)
AREA PER
OCCUPANT
(S.F.)
OCCUPANTS
(QTY)
100 ------- PARTS AREA "A"
100A ----- VESTIBULE
101 ------- PARTS AREA "B"
102 ------- OFFICE
103 ------- RESTROOM
104 ------- RESTROOM
M
-
S-1
B
-
-
2,799
45
3,443
86
65
65
60
N/A
300
100
N/A
N/A
47
N/A
11
1
N/A
N/A
TOTAL OCCUPANCY 59
A
B
C
D
REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
REFER TO PLANS, SECTIONS, AND DETAILS FOR CONSTRUCTION OF
FIRE RATED ASSEMBLIES. WHERE UNDERWRITERS LABORATORY
(UL) TEST NUMBERS ARE REFERENCED, CONTRACTOR SHALL
PROVIDE CONSTRUCTION MATERIALS, MEANS AND METHODS TO
COMPLY WITH TESTED ASSEMBLY.
REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR
ADDITIONAL REQUIREMENTS.
OWNER FURNISHED AND INSTALLED FURNISHINGS AND FIXTURES
SHOWN FOR REFERENCE ONLY.
CONTRACTOR TO PROVIDE PORTABLE FIRE EXTINGUISHERS
DURING CONSTRUCTION AS REQUIRED TO PROTECT THE WORK
AREA AND EACH STORAGE UNIT AND JOB TRAILER PER THE FIRE
CODE.
SURFACE MOUNTED PORTABLE FIRE EXTINGUISHERS SHALL BE UL
LISTED ABC TYPE, WITH 10 LBS. CAPACITY. REFER TO DETAIL
10/A4.2 FOR TYPICAL MOUNTING REQUIREMENTS.
EXIT DISCHARGE DOORS, PROVIDE TACTILE EXIT SIGNS STATING
"EXIT" WITH BRAILLE (GRADE 2 CONTRACTED) LETTERING. SIGN
CONSTRUCTION AND MOUNTING TO COMPLY WITH ANSI A117.1.
REFER TO FLOOR PLAN FOR LOCATIONS.
EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS
SIDE WITHOUT THE USE OF A KEY OR
SPECIAL KNOWLEDGE OR EFFORT
THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE
ILLUMINATED TO A LEVEL OF NOT LESS THAN ONE FOOT-CANDLE
AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE
SERVED BY THE MEANS OF EGRESS IS OCCUPIED.
EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED
AT ALL TIMES. EXTERNALLY ILLUMINATED EXIT SIGNS SHALL BE
CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT
EQUIPMENT OR AN ON-SITE GENERATOR) THAT WILL
AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF
NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS.
GENERAL
IPC TABLE 403.1
PRIMARY OCCUPANCY: (M) MERCANTILE
TOTAL OCCUPANCY: 59
OCCUPANCY LOAD CALCULATED PER SEX:
FEMALE: 59 / 2 = 30
MALE: 59 / 2 = 30
PLUMBING FIXTURES
WATER CLOSETS (URINALS):1 PER 500
REQUIRED FOR FEMALE:59/500 = 1
PROVIDED FOR FEMALE:1
REQUIRED FOR MALE:59/500 = 1
PROVIDED FOR MALE:1 AND 1 URINAL
LAVATORIES:1 PER 750
REQUIRED FOR FEMALE:59/750 = 1
PROVIDED FOR FEMALE:1
REQUIRED FOR MALE:59/750 = 1
PROVIDED FOR MALE:1
DRINKING FOUNTAINS:1 PER 1,000
REQUIRED:59/1000 = 1
PROVIDED:2
SERVICE SINK REQUIRED:1
SERVICE SINK PROVIDED:1
E
F
G
BUILDING CODE
SYMBOLS LEGEND
UPON REQUEST OWNER TO PROVIDE UNDER SEPARATE COVER,
PROJECT HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS)
FOR COMMODITY TYPES, HAZARD CLASS, AND QUANTITIES.
OWNER RESPONSIBLE FOR MONITORING INVENTORY COMMODITY
TYPES AND QUANTITIES TO NOT EXCEED CODE REQUIREMENTS.
THE STOCK IN THE STOCKROOM IS OF THE SAME HAZARD
CLASSIFICATION AS THAT FOUND IN THE MAIN RETAIL AREA.
THE STOCKROOM DOORS SHALL NOT HAVE LOCKING HARDWARE ON
THE EGRESS SIDE.
A
B
HAZARDOUS MATERIALS
INVENTORY STATEMENT (HMIS)
CO
D
E
S
U
M
M
A
R
Y
P
L
A
N
G1.1
PLANNING DEPARTMENT CONTACT
NUMBER:(714) 667-2708
BUILDING DEPARTMENT CONTACT
NUMBER:(714) 647-5851
OC FIRE AUTHORITY CONTACT
NUMBER:(714) 567-3236
GOVERNING CODES AND ORDINANCES
CALIFORNIA ADMINISTRATIVE CODE
TITLE 24: 2022 CAC
CALGREEN: 2022
CALIFORNIA BUILDING CODE:2022 CBC
CALIFORNIA MECHANICAL CODE:2022 CMC
CALIFORNIA ELECTRICAL CODE:2022 CEC
CALIFORNIA PLUMBING CODE:2022 CPC
CALIFORNIA FIRE CODE:2022 CFC
ACCESSIBILITY CODE:2022 CBC CH. 11
USE GROUP & CONSTRUCTION TYPE
PRIMARY USE GROUP:M (MERCANTILE), S-1
MIXED USE AND OCCUPANCY:NONSEPARATED
CONSTRUCTION TYPE:VB
AREA MODIFICATIONS
FRONTAGE INCREASE:NOT APPLIED
AUTOMATIC SPRINKLER INCREASE:NOT PROVIDED
ACTUAL HEIGHT & BUILDING AREA
NO. OF STORIES:1 STORY
BUILDING HEIGHT:+22'-3"
GROSS BUILDING AREA:6,575 SQ. F.T
FIRE PROTECTION SYSTEMS
AUTOMATIC SPRINKLER SYSTEM:YES
PORTABLE FIRE EXTINGUISHERS:YES
FIRE ALARM SYSTEM:YES
AUTOMATIC DETECTION SYSTEM:
COMMERCIAL ENERGY EFFICIENCY CODE
COMPLIANCE WITH BUILDING ENERGY EFFICIENCY REQUIREMENTS BASED
UPON APPLICABLE ENERGY CODE (PERFORMANCE METHOD).
NOTES:
CERTIFICATE OF COMPLIANCE AND CALCULATIONS TO BE PROVIDED UPON
REQUEST UNDER SEPARATE COVER.
THE PROJECT SHALL COMPLY WITH CEC TITLE 24 FOR ENERGY
COMPLIANCE.
THE TENANT SPACE, THE MAIN ENTRANCES AND EXITS, PATH OF TRAVEL
AND SANITARY FACILITIES SERVING THE TENANT SPACE SHALL BE
ACCESSIBLE TO PERSONS WITH DISABILITIES PER CBC TITLE 24 DISABLED
ACCESS COMPLIANCE.
ALL AREAS OF NEWLY DESIGNED AND NEWLY CONSTRUCTED BUILDINGS
AND FACILITIES AND ALTERED PORTIONS OF EXISTING BUILDINGS AND
FACILITIES SHALL COMPLY WITH SECT. 11B-201.1.
ALL EXTERIOR DOORS, WINDOWS AND ROOF OPENINGS SHALL COMPLY
WITH THE UNIFORM BUILDING SECURITY CODE.
BIDDING INFORMATION:
REFER TO OWNER'S WEB SITE:
HTTP://WWW.OREILLYPLANROOM.COM
NOTE: REFER TO CURRENT PROJECTS LIST, LOCATED
AT BOTTOM OF SIGN IN PAGE, FOR INVITED GENERAL
CONTRACTORS.
ALL SUB-CONTRACTOR BIDS TO BE SUBMITTED TO
INVITED GENERAL CONTRACTORS ONLY.
CONTACT OWNER'S DESIGNATED REPRESENTATIVE
FOR ADDITIONAL PROJECT INFORMATION
GENERAL NOTES
A. CONTRACT ADMINISTRATION (LIMITED SERVICE):
THE ARCHITECT AND/OR ENGINEER OF RECORD INDICATED HEREIN ARE
PROVIDING A LIMITED SERVICE AND NOT PROVIDING CONTRACT
ADMINISTRATION SERVICES FOR THIS PROJECT WHICH IS THE
RESPONSIBILITY OF OTHERS. THE ARCHITECT AND/OR ENGINEER ARE NOT
RESPONSIBLE
FOR FIELD ACTIVITIES ON THIS PROJECT WITHOUT DIRECT INSPECTION OF
THE WORK IN PROGRESS. IF FIELD CONDITIONS ARE UNCOVERED THAT
REQUIRE A CHANGE OR ADDITIONAL INFORMATION, THE ARCHITECT
AND/OR ENGINEER DOES NOT DELEGATE AUTHORITY TO ANYONE ELSE
FOR DETERMINING THE MEANING OF PLANS OR
SPECIFICATIONS AS AUTHENTICATED HEREIN.
B. QUALITY STANDARDS AND BUILDING CODES:
CONTRACTORS SHALL BE RESPONSIBLE FOR KNOWING THE QUALITY AND
PUBLIC SAFETY REGULATIONS SET FORTH IN THE GOVERNING CODES
AND OTHER APPLICABLE REGULATIONS OF LOCAL AND STATE AGENCIES
HAVING
JURISDICTION WHICH GOVERN EACH CONTRACTOR'S WORK.
C. EXISTING CONDITIONS:
FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO
SUBMITTING BID AND BEGINNING WORK. NOTIFY THE ARCHITECT AND/OR
ENGINEER OF RECORD IF EXISTING CONDITIONS DEVIATE SUBSTANTIALLY
FROM THOSE INDICATED HEREIN
QUALITY CONTROL
1. REFER TO PROJECT MANUAL, SECTION 01 45 16 - QUALITY CONTROL
PROCEDURES, FOR ADDITIONAL REQUIREMENTS.
2. WHERE REQUIRED, THE OWNER SHALL PROVIDE THE SERVICES OF AN
INDEPENDENT TESTING LABORATORY TO
PERFORM TESTING AND SPECIAL INSPECTIONS INDICATED.
CLEAR FLOOR AREA (EXIT DOOR AND / OR FIRE EXTINGUISHER)
EXIT ACCESS TRAVEL DISTANCE (LENGTH IN FEET)
FIRE EXTINGUISHER (SURFACE MOUNTED)
PLUMBING FIXTURE SUMMARY
GENERAL NOTES
H
I
J
C
D
PARTS AREA "A"
100
OFFICE
102
RESTROOM
103
PARTS AREA "B"
101
VESTIBULE
100A
RESTROOM
104
"EXIT ROUTE" TACTILE SIGNAGE
GENERAL NOTES:
1.SIGNS SHALL COMPLY WITH & CONFORM TO ANSI ICC-A117.1-2017
STANDARDS FOR ACCESSIBLE DESIGN OR BY LOCAL ACCESSIBILITY
GUIDELINES WHICHEVER IS MORE STRINGENT.
2.ALL ENTRANCES THAT ARE ACCESSIBLE AND USABLE BY PERSONS
WITH DISABILITIES SHALL BE IDENTIFIED WITH A MINIMUM OF ONE
"INTERNATIONAL SYMBOL OF ACCESSIBILITY".
3.ACCESSIBLE SIGNS TO BE INSTALLED ON THE LATCH SIDE OF THE
DOOR, OR IF NO SPACE, ON THE NEAREST WALL PREFERABLY ON
THE RIGHT. ALL SIGNS MUST BE A DISTINCTLY DIFFERENT FROM ITS
MOUNTING SURFACE IN COLOR/CONTRAST.
4.GENERAL CONTRACTOR TO PROVIDE TACTILE "EXIT" SIGNS AT ALL
GRADE LEVEL EXIT DOORS. UNLESS OTHERWISE REQUIRED BY
LOCAL AUTHORITY, INSTALL PER ADA COMPLIANT ON THE WALL
ADJACENT TO THE LATCH SIDE OF THE DOOR WITH CONTRASTING
AND RAISED PICTOGRAPH, SANS SERIF LETTERING AND GRADE 2
BRAILLE.
SANS-SERIF UPPERCASE CHARACTERS,
RAISED 1/32" PER ANSI STANDARDSEXIT
ROUTE
5
8"
T
O
2"
M
A
X
.
3
8"
MI
N
.
CHARACTERS & BACKGROUND OF
SIGNS TO BE NON-GLARE FINISH AND
TO CONTRAST WITH EACH OTHER.
(STANDARD COLOR: WHITE TEXT ON
GREY BACKGROUND) COLOR &
CONTRAST OF SIGN TO BE DISTINCTLY
DIFFERENT THAN COLOR & CONTRAST
OF WALL.
CORRESPONDING GRADE II BRAILLE
PER ANSI STANDARDS
EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL
EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN
EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT
WITH THE WORDS, "EXIT ROUTE"
60
"
M
A
X
A
F
F
48
"
M
I
N
A
F
F
EXIT SANS-SERIF UPPERCASE CHARACTERS,
RAISED 1/32" PER ANSI STANDARDS
CHARACTERS & BACKGROUND OF
SIGNS TO BE NON-GLARE FINISH AND
TO CONTRAST WITH EACH OTHER.
(STANDARD COLOR: WHITE TEXT ON
GREY BACKGROUND) COLOR &
CONTRAST OF SIGN TO BE DISTINCTLY
DIFFERENT THAN COLOR & CONTRAST
OF WALL.
CORRESPONDING GRADE II BRAILLE
PER ANSI STANDARDS
EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE
IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD "EXIT"
"EXIT" TACTILE SIGNAGE
5
8"
T
O
2"
M
A
X
.
60
"
M
A
X
A
F
F
48
"
M
I
N
A
F
F
3
8"
MI
N
.
2 TACTILE EGRESS SIGNAGE
SCALE: NTS
2
2
2
2
3
3
2547 W McFadden Ave
Unit# B10/7/2024
SIDE VIEW
BACK TO BACK
120" TALL: 34" OVERLAP
144" TALL: 4" GAP BETWEEN
BRACES (TYP.)
TYPE 13-24 SHELVES (J4)
12"
13
-
2
4
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
120"
120"
&
144"
6"FRONT VIEW
48"12"
120"
18"
TO
30"
SIDE VIEW
SINGLE ROW
120"
&
144"
6-
1
2
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
48"
TYPE 6-12 SHELVES (J3)
6"
48"
TYPE 4-5 SHELVES (J2)
FRONT VIEW6"
TYPE 2 SHELVES (J1)
48"
6"FRONT VIEW
2
S
H
E
L
V
E
S
120"
&
144"
6"
36"
36"
36"
6"
36"
36"
36"
FRONT VIEW
SIDE VIEW
BACK TO BACK
12"
144"
12"
144"
18"
TO
30"
SIDE VIEW
SINGLE ROW
6"
36"
36"
36"
6"
36"
36"
36"
24"24"
4-
5
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
120"
&
144"
EXISTING WALL
BACK TO BACK ANCHORING PLAN DETAIL
SINGLE ROW ANCHORING PLAN DETAIL
*
*
*
*
*
*
*
*
*
*
*
*
*
- DENOTES ANCHOR LOCATION*
2 1/2"
NOM. EMBEDMENT
OPTION 1: HILTI KWIK HUS-EZ (KH-EZ)
(ICC #ESR-3027)
(1) REQ'D PER FOOT PLATE
3/8"
OPTION 2: POWERS STUD SD2
(ICC #ESR-2502)
(1) REQ'D PER FOOT PLATE
2 3/8"
NOM. EMBEDMENT
3/8"
**
*
B
ATTACH POST TO
FOOTPLATE W/
(1) #10 SHEET
METAL SCREW
12 GA.
2 3/8"
5"
A
1/2" Ø (2 HOLES)
7/16"
3/4"
2 1/4"
1 1/2"
3/4"
2" TYP.
16 GA.
2"
TYP.
1/8"Ø
12 GA
2 3/8"
2 1/4"
Ø1/4"
9/32"
5/8"
1 1/4"1 7/8"
5"
4 1/8"7/16"
3/4"
3/4"
3/4"
16 GA.
VARIES
VARIES
PARTICLE
BOARD
4 19/32"
5/8"
BRACE FITS TIGHTLY IN THE INTERIOR OF THE COLUMN.
THE 3 PUNCH-OUTS HOLD THE BRACE IN PLACE
E
2"
A
18 GA.
VARIES
64"
3/4" x 16 GA. STRAP ATTACH W/
#8 SHEET METAL SCREWS1 @ EA. END
DOUBLE BACK BRACE AT ALL END BAYS
THEN ALTERNATE DOUBLE & SINGLE
BACK BRACES FOR ALL OTHER BAYS
(SEE ELEVATIONS FOR CLARIFICATION)
42" OVERLAP FOR DOUBLE BACK BRACES
(BACK TO BACK SHOWN)
B C
A
D
E
F
A
E
USE (4) #8 x 3/4" SCREWS TO
FASTEN UPRIGHTS TOGETHER
FOR FREE STANDING UNITS
6"VARIES
3 SPACES
@ 34" O.C.
9"
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
L
Y
A
U
T
O
(
S
A
N
T
A
A
N
A
)
S
A
6
25
4
7
W
M
C
F
A
D
D
E
N
A
V
E
.
S
T
E
B
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
B.G. / T.B.
05/02/23
N.T.
01/18/24
LIGHT DUTY
STORAGE
(FIXTURE #1A
& #4A)
23-0996-A
1
08
/
1
5
/
2
3
A.
N
.
RE
V
I
S
E
D
C
A
L
C
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A
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I
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N
S
No. 25969
E E
CS
R
TTEA
FO NRL
I
VI I
ACL FO
AI
R
OF
E.ETSIG
D RP
SA
ER L
AL
N
OSISEEEN
TAFEE GN
I
EN
E
EXPIRES
12-31-2025
A COLUMN B FOOT PLATE
C ANCHOR
E HORIZONTAL BRACE F REAR X-BRACE
H GENERAL CONFIGURATIONGBACK TO BACK ASSEMBLY
J LIGHT DUTY STORAGE FIXTURE ELEVATIONS (96" HIGH FIXTURES SIMILAR, MOST CRITICAL SHOWN)
D SHELF 1 2 3
4 5 6
7 8 9
2547 W McFadden Ave
Unit# B10/7/2024
SIDE VIEW
BACK TO BACK
120" TALL: 34" OVERLAP
144" TALL: 4" GAP BETWEEN
BRACES (TYP.)
TYPE 13-24 SHELVES (J4)
12"
13
-
2
4
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
120"
120"
&
144"
6"FRONT VIEW
48"12"
120"
18"
TO
30"
SIDE VIEW
SINGLE ROW
120"
&
144"
6-
1
2
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
48"
TYPE 6-12 SHELVES (J3)
6"
48"
TYPE 4-5 SHELVES (J2)
FRONT VIEW6"
TYPE 2 SHELVES (J1)
48"
6"FRONT VIEW
2
S
H
E
L
V
E
S
120"
&
144"
6"
36"
36"
36"
6"
36"
36"
36"
FRONT VIEW
SIDE VIEW
BACK TO BACK
12"
144"
12"
144"
18"
TO
30"
SIDE VIEW
SINGLE ROW
6"
36"
36"
36"
6"
36"
36"
36"
24"24"
4-
5
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
120"
&
144"
EXISTING WALL
BACK TO BACK ANCHORING PLAN DETAIL
SINGLE ROW ANCHORING PLAN DETAIL
*
*
*
*
*
*
*
*
*
*
*
*
*
- DENOTES ANCHOR LOCATION*
2 1/2"
NOM. EMBEDMENT
OPTION 1: HILTI KWIK HUS-EZ (KH-EZ)
(ICC #ESR-3027)
(1) REQ'D PER FOOT PLATE
3/8"
OPTION 2: POWERS STUD SD2
(ICC #ESR-2502)
(1) REQ'D PER FOOT PLATE
2 3/8"
NOM. EMBEDMENT
3/8"
**
*
B
ATTACH POST TO
FOOTPLATE W/
(1) #10 SHEET
METAL SCREW
12 GA.
2 3/8"
5"
A
1/2" Ø (2 HOLES)
7/16"
3/4"
2 1/4"
1 1/2"
3/4"
2" TYP.
16 GA.
2"
TYP.
1/8"Ø
12 GA
2 3/8"
2 1/4"
Ø1/4"
9/32"
5/8"
1 1/4"1 7/8"
5"
4 1/8"7/16"
3/4"
3/4"
3/4"
16 GA.
VARIES
VARIES
PARTICLE
BOARD
4 19/32"
5/8"
BRACE FITS TIGHTLY IN THE INTERIOR OF THE COLUMN.
THE 3 PUNCH-OUTS HOLD THE BRACE IN PLACE
E
2"
A
18 GA.
VARIES
64"
3/4" x 16 GA. STRAP ATTACH W/
#8 SHEET METAL SCREWS1 @ EA. END
DOUBLE BACK BRACE AT ALL END BAYS
THEN ALTERNATE DOUBLE & SINGLE
BACK BRACES FOR ALL OTHER BAYS
(SEE ELEVATIONS FOR CLARIFICATION)
42" OVERLAP FOR DOUBLE BACK BRACES
(BACK TO BACK SHOWN)
B C
A
D
E
F
A
E
USE (4) #8 x 3/4" SCREWS TO
FASTEN UPRIGHTS TOGETHER
FOR FREE STANDING UNITS
6"VARIES
3 SPACES
@ 34" O.C.
9"
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
L
Y
A
U
T
O
(
S
A
N
T
A
A
N
A
)
S
A
6
25
4
7
W
M
C
F
A
D
D
E
N
A
V
E
.
S
T
E
B
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
A.N.
08/15/23
N.T.
01/18/24
LIGHT DUTY
STORAGE
(FIXTURE #1A
& #4A)
23-0996-B
1
08
/
1
5
/
2
3
A.
N
.
AD
D
I
T
I
O
N
A
L
C
A
L
C
U
L
A
T
I
O
N
S
No. 25969
E E
CS
R
TTEA
FO NRL
I
VI I
ACL FO
AI
R
OF
E.ETSIG
D RP
SA
ER L
AL
N
OSISEEEN
TAFEE GN
I
EN
E
EXPIRES
12-31-2025
A COLUMN B FOOT PLATE
C ANCHOR
E HORIZONTAL BRACE F REAR X-BRACE
H GENERAL CONFIGURATIONGBACK TO BACK ASSEMBLY
J LIGHT DUTY STORAGE FIXTURE ELEVATIONS (96" HIGH FIXTURES SIMILAR, MOST CRITICAL SHOWN)
D SHELF 1 2 3
4 5 6
7 8 9
2547 W McFadden Ave
Unit# B10/7/2024
SIDE VIEW
BACK TO BACK
120" TALL: 34" OVERLAP
144" TALL: 4" GAP BETWEEN
BRACES (TYP.)
TYPE 13-24 SHELVES (J4)
12"
13
-
2
4
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
120"
120"
&
144"
6"FRONT VIEW
48"12"
120"
18"
TO
30"
SIDE VIEW
SINGLE ROW
120"
&
144"
6-
1
2
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
48"
TYPE 6-12 SHELVES (J3)
6"
48"
TYPE 4-5 SHELVES (J2)
FRONT VIEW6"
TYPE 2 SHELVES (J1)
48"
6"FRONT VIEW
2
S
H
E
L
V
E
S
120"
&
144"
6"
36"
36"
36"
6"
36"
36"
36"
FRONT VIEW
SIDE VIEW
BACK TO BACK
12"
144"
12"
144"
18"
TO
30"
SIDE VIEW
SINGLE ROW
6"
36"
36"
36"
6"
36"
36"
36"
24"24"
4-
5
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
120"
&
144"
EXISTING WALL
BACK TO BACK ANCHORING PLAN DETAIL
SINGLE ROW ANCHORING PLAN DETAIL
*
*
*
*
*
*
*
*
*
*
*
*
*
- DENOTES ANCHOR LOCATION*
2 1/2"
NOM. EMBEDMENT
OPTION 1: HILTI KWIK HUS-EZ (KH-EZ)
(ICC #ESR-3027)
(1) REQ'D PER FOOT PLATE
3/8"
OPTION 2: POWERS STUD SD2
(ICC #ESR-2502)
(1) REQ'D PER FOOT PLATE
2 3/8"
NOM. EMBEDMENT
3/8"
**
*
B
ATTACH POST TO
FOOTPLATE W/
(1) #10 SHEET
METAL SCREW
12 GA.
2 3/8"
5"
A
1/2" Ø (2 HOLES)
7/16"
3/4"
2 1/4"
1 1/2"
3/4"
2" TYP.
16 GA.
2"
TYP.
1/8"Ø
12 GA
2 3/8"
2 1/4"
Ø1/4"
9/32"
5/8"
1 1/4"1 7/8"
5"
4 1/8"7/16"
3/4"
3/4"
3/4"
16 GA.
VARIES
VARIES
PARTICLE
BOARD
4 19/32"
5/8"
BRACE FITS TIGHTLY IN THE INTERIOR OF THE COLUMN.
THE 3 PUNCH-OUTS HOLD THE BRACE IN PLACE
E
2"
A
18 GA.
VARIES
64"
3/4" x 16 GA. STRAP ATTACH W/
#8 SHEET METAL SCREWS1 @ EA. END
DOUBLE BACK BRACE AT ALL END BAYS
THEN ALTERNATE DOUBLE & SINGLE
BACK BRACES FOR ALL OTHER BAYS
(SEE ELEVATIONS FOR CLARIFICATION)
42" OVERLAP FOR DOUBLE BACK BRACES
(BACK TO BACK SHOWN)
B C
A
D
E
F
A
E
USE (4) #8 x 3/4" SCREWS TO
FASTEN UPRIGHTS TOGETHER
FOR FREE STANDING UNITS
6"VARIES
3 SPACES
@ 34" O.C.
9"
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
L
Y
A
U
T
O
(
S
A
N
T
A
A
N
A
)
S
A
6
25
4
7
W
M
C
F
A
D
D
E
N
A
V
E
.
S
T
E
B
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
A.N.
05/17/24
A.N.
05/30/24
LIGHT DUTY
STORAGE
(FIXTURE #1A
& #4A)
23-0996-C
3
05
/
3
0
/
2
4
A.
N
.
AD
D
I
T
I
O
N
A
L
C
A
L
C
S
,
R
E
P
L
A
C
E
D
O
L
D
D
W
G
2
3
-
0
9
9
6
-
C
No. 25969
E E
CS
R
TTEA
FO NRL
I
VI I
ACL FO
AI
R
OF
E.ETSIG
D RP
SA
ER L
AL
N
OSISEEEN
TAFEE GN
I
EN
E
EXPIRES
12-31-2025
3
A COLUMN B FOOT PLATE
C ANCHOR
E HORIZONTAL BRACE F REAR X-BRACE
H GENERAL CONFIGURATIONGBACK TO BACK ASSEMBLY
J LIGHT DUTY STORAGE FIXTURE ELEVATIONS (96" HIGH FIXTURES SIMILAR, MOST CRITICAL SHOWN)
D SHELF 1 2 3
4 5 6
7 8 9
2547 W McFadden Ave
Unit# B10/7/2024
1" TYP.
LEVELING LEG
3/8"Ø BOLT
11 GA.
C
3/16"
THK.
18 GA.
6" TYP.
1 29/32"2 17/32"
C
18 GA.
7 GA. PIN
4 1/32"
BASE CONNECTOR
PLATE
5"
11 GA.
3 1/2"
13 GA.
1/2"Ø TYP.
1 1/2"
3/4"
1/2"
9/16"
9/16"
7"
3/8"
2 3/8"
NOM. EMBEDMENT
OPTION 2: POWERS STUD SD2
(ICC #ESR-2502)
(2) REQ'D PER ANCHOR PLATE
FRONT & BACK EVERY PLATE
***
***
- DENOTES ANCHOR LOCATON*
PLAN VIEW (DOUBLE)
3/8"
OPTION 1: HILTI KWIK HUS-EZ (KH-EZ)
(ICC #ESR-3027)
(2) REQ'D PER ANCHOR PLATE
FRONT & BACK EVERY PLATE
2 1/2"
NOM. EMBEDMENT
PLAN VIEW (SINGLE)
*- DENOTES ANCHOR LOCATON
*
*
*
*
*
*
*
*
*
*
***
***
*
*
*
*
*
*
*
*
*
*
1 1/8"2"
18"
11 GA.
VARIES
48" NOM.
22 GA.
CONNECTORS & "H" SECTION
ARE SPOT WELDED TO SHELF
E
VARIES
48" NOM.
NOTE:
NUMBER OF HAT SECTIONS
VARY DEPENDING ON DEPTH
22 GA.
TOP RAIL - 20 GA.
CENTER RAIL - 24 GA.
BOTTOM RAIL - 22 GA.
1 7/8"
3/4"
1/2"
9/16"
48" NOM.TYPE 84"H x 48" W x 18" (J2)
24"
18"
18"
18"
18"
84"
48"
FRONT VIEW SIDE VIEWSIDE VIEWFRONT VIEW
48"
96"
18"
18"
18"
18"
18"
24"
TYPE 96"H x 48" W x 18" (J1)
TYPE 78"H x 48" W x 18" (J3)
24"
18"
18"
18"
18"
78"
48"
FRONT VIEW SIDE VIEW
E
22 GA. FRONT
KICK PANEL
20 GA. END
TRIM
B
H A
DC
22 GA. BASE
BRACKET TRIM
F
G
A UPRIGHT
B BASE BRACKET
C ANCHOR PLATE
D ANCHOR E ARM
F SHELF G BASE DECK
H HORIZONTAL BRACE
I GENERAL CONFIGURATION J LIGHT DUTY STORAGE GONDOLA ELEVATIONS
1 2 3
4 5 6
7 8 9
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
L
Y
A
U
T
O
(
S
A
N
T
A
A
N
A
)
S
A
6
25
4
7
W
M
C
F
A
D
D
E
N
A
V
E
.
S
T
E
B
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
B.G. / T.B.
05/02/23
A.N.
05/30/24
LOZ.
LIGHT DUTY
STORAGE
GONDOLA
(FIXTURE #2A)
23-0996-D
1
08
/
1
5
/
2
3
A.
N
.
RE
V
I
S
E
D
C
A
L
C
U
L
A
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I
O
N
S
05
/
3
0
/
2
4
3
A.
N
.
RE
V
I
S
E
D
D
W
G
N
A
M
E
F
R
O
M
2
3
-
0
9
9
6
-
C
T
O
2
3
-
0
9
9
6
-
D
No. 25969
E E
CS
R
TTEA
FO NRL
I
VI I
ACL FO
AI
R
OF
E.ETSIG
D RP
SA
ER L
AL
N
OSISEEEN
TAFEE GN
I
EN
E
EXPIRES
12-31-2025
3
2547 W McFadden Ave
Unit# B10/7/2024
A
D
D
5/8"1/8"TYP.
2"
TYP.
1 5/8"1 13/16"
14 GA.
1"
2"
TYP.
11/32" SQ.
HOLES
3/4"
7/16"4 1/8"
5"
1 7/8"1 1/4"
5/8"
9/32"
Ø1/4"
2 1/4"
2 3/8"
12 GA
3/8"
OPTION 1: HILTI KWIK HUS-EZ (KH-EZ)
(ICC #ESR-3027)
(1) REQ'D PER FOOT PLATE
2 1/2"
NOM. EMBEDMENT
OPTION 2: POWERS STUD SD2
(ICC #ESR-2502)
(1) REQ'D PER FOOT PLATE
2 3/8"
NOM. EMBEDMENT
3/8"1 11/32"
3/4"
20 GA.
.23"
1.125"
.5"
1/8".42"
16 GA.
.31"
.875"
.5"
.42"
3 1/4"
1 11/16"
1"
2"
1/2"
12 GA.
WIRE WELD
BOTH ENDS TYP.
E
F
DECKS REMOVED
FOR CLARITY
A
CB
D
F
E
E
2"
TYP.
F
A
BEAM
LOCKING
CLIP
11"
38"
11"
84"
12"
30"
9"
84"
60"
FRONT VIEW SIDE VIEW
TYPE GRAVITY FLOW (J1)
14"
14"
14"
14"
14"
V-A TYPICAL BRACE TO COLUMN CONNECTION
A COLUMN B FOOT PLATE
C ANCHOR D HORIZONTAL & DIAGONAL BRACE
E BEAM
F CONNECTOR
H GENERAL CONFIGURATION
V-B TYPICAL BEAM TO COLUMN CONNECTION
J GRAVITY RACK FIXTURE ELEVATIONS
1 2 3
4 5 6
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
L
Y
A
U
T
O
(
S
A
N
T
A
A
N
A
)
S
A
6
25
4
7
W
M
C
F
A
D
D
E
N
A
V
E
.
S
T
E
B
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
B.G. / T.B.
05/02/23
A.N.
05/30/24
LOZ.
GRAVITY
RACK
(FIXTURE #3A)
23-0996-E
1
08
/
1
5
/
2
3
A.
N
.
RE
V
I
S
E
D
C
A
L
C
U
L
A
T
I
O
N
S
05
/
3
0
/
2
4
3
A.
N
.
RE
V
I
S
E
D
D
W
G
N
A
M
E
F
R
O
M
2
3
-
0
9
9
6
-
D
T
O
2
3
-
0
9
9
6
-
E
No. 25969
E E
CS
R
TTEA
FO NRL
I
VI I
ACL FO
AI
R
OF
E.ETSIG
D RP
SA
ER L
AL
N
OSISEEEN
TAFEE GN
I
EN
E
EXPIRES
12-31-2025
3
2547 W McFadden Ave
Unit# B10/7/2024
SIDE VIEW
TYPE 13-24 SHELVES (M4)
12"
13
-
2
4
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
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D
120"120"
6"
FRONT VIEW
48"12"
SIDE VIEW
12"
120"
12"
12"
6"
120"
SIDE VIEW
12"
120"
6-
1
2
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
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D
48"
TYPE 6-12 SHELVES (M3)
6"
48"
TYPE 4-5 SHELVES (M2)
FRONT VIEW
6"
120"
4-
5
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
TYPE 2 SHELVES (M1)
48"
6"
FRONT VIEW
2
S
H
E
L
V
E
S
120"
36"
36"
36"36"
36"
36"
12"
SIDE VIEW
120"
6"
12"
6"
36"
36"
36"
36"
6"
36"
36"
FRONT VIEW
11"
22"
40"
22"
11"
22"
40"
22"
11"
22"
40"
22"
11"
22"
40"
22"
13"
13"13"
13"
3 3/16"
1/2"
3/8" x 3/4" STEEL INSERT
1/4"Ø x 2" SLEEVE WEDGE ANCHOR
(STAGGERED) @ 22 1/2" O.C.
ATTACH POST TO
MOBILE TRACK W/
(1) #10 SHEET
METAL SCREW
1 1/2"
3/4"
2" TYP.
16 GA.
2"
TYP.
1/8"Ø
MOBILE BASE
(L3" x 2" x 1/8")
WHEEL
CHANNEL B
MOUNTING PLATE
A
5 3/8"
3/8" x 3/4" STEEL INSERT
1/2"
3/8"
3/8"19/32"
DANCHOR @
22 1/2" O.C.
D
C
ATTACH WITH
(2) 1/4-20
X 3/4" BOLTS
MOBILE BASE
(L3" x 2" x 1/8")
F
B
WHEEL
WHEEL
CHANNEL
MOUNTING
PLATE
3/4"
3/4"
16 GA.
VARIES
VARIES
PARTICLE
BOARD
VARIES
64"
3/4" x 16 GA. STRAP ATTACH W/
#8 SHEET METAL SCREWS1 @ EA. END
DOUBLE BACK BRACE
AT ALL END BAYS
THEN ALTERNATE
DOUBLE & SINGLE
BACK BRACES FOR
ALL OTHER BAYS
(SEE ELEVATIONS
FOR CLARIFICATION)
42" OVERLAP FOR
DOUBLE BACK BRACES
A
H
I
J
C D
E
B
A
I
USE (4) #8 x 3/4" SCREWS TO
FASTEN UPRIGHTS TOGETHER
FOR FREE STANDING UNITS
6"VARIES
3 SPACES
@ 34" O.C.
9"
OPTION 1: HILTI KWIK HUS-EZ (KH-EZ)
(ICC #ESR-3027)
3/8"
OPTION 2: POWERS STUD SD2
(ICC #ESR-2502)
3/8"
2 3/8"
NOM. EMBEDMENT
2 1/2"
NOM. EMBEDMENT
3 1/4"2"
3/4"
1/4"
3 7/8"
1/2"
Ø3/16"
1/4-20
THREAD
4 19/32"
5/8"
BRACE FITS TIGHTLY IN THE INTERIOR OF THE COLUMN.
THE 3 PUNCH-OUTS HOLD THE BRACE IN PLACE
I
2"
A
18 GA.
A COLUMN C ANTI-TIP TRACK TRACK
E STANDARD TRACK
H SHELF
L GENERAL CONFIGURATIONKBACK TO BACK ASSEMBLY
M MOBILE LIGHT DUTY STORAGE FIXTURE ELEVATIONS (96" SIMILAR, MOST CRITICAL SHOWN)
F ANTI TIP BLOCK DETAIL 1 2 3
4 5 6
7
D ANCHOR
G ANTI TIP DETAIL
B MOBILE BASE
J X-BRACEIHORIZONTAL BRACE
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
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Y
A
U
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O
(
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C
A
9
2
7
0
4
B.G. / T.B.
07/25/23
A.N.
05/30/24
LOZ.
MOBILE
LIGHT DUTY
STORAGE
(FIXTURE #1G)
23-0996-F
1
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No. 25969
E E
CS
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TTEA
FO NRL
I
VI I
ACL FO
AI
R
OF
E.ETSIG
D RP
SA
ER L
AL
N
OSISEEEN
TAFEE GN
I
EN
E
EXPIRES
12-31-2025
3
2547 W McFadden Ave
Unit# B10/7/2024
MAIN
E.P
TELE
1 2 3 4 5 6 7 8 9
C
B
A
D
E
9
E.P
FIRE LINE
VALVE
O'REILLY
AUTO PARTS
(APPROX. 6,575 S.F.)
O'REILLY
AUTO PARTS
(APPROX. +6,575 S.F.)
SHOWROOM
NO EGRESS DOOR NEEDED
CEILING HEIGHT 11'-6"
WELCOME
CENTER
78"
TALL
78"
TALL
9'
-
9
"
4'
4'
-
6
"
4'
3'
5'
3'-8"
3'
A
D
A
3'
8'
12
'
3'
3'
-
6
"
LA
S
E
R
PR
I
N
T
E
R
OFFICE
DE
S
K
FILE
9'
-
6
"
10'-10"
78"
TALL
CA
T
A
L
O
G
INSTALLERDRIVER
BREAK
AREA
9'
-
6
"
BU
L
K
R
A
C
K
BU
L
K
R
A
C
K
BU
L
K
R
A
C
K
P
3'
-
8
"
3'
-
8
"
4'
MI
C
R
O
/
F
R
I
G
9'-3"
6'
-
6
"
HOSE
5'
4'-3"
4'
3'
-
8
"
5'
-
7
"
9'
-
9
"
3'
-
8
"
3'
-
8
"
6'-3"
HOSE HOSE
5'
-
8
"
12x12
MOBILE4'
12x12
MOBILE
24x24
MOBILE
3'
-
1
0
"
HOSE
4'-7"
3'
-
1
0
"
3'
-
8
"
DN
30" X 48"
30" X 52"
48" X 60"
54" X 60"
56" X 60"
30" X 52"
30"
X
52"
Ø5'-7"
30" X 52"
1'-10"
48" X 60"
54" X 60"
30" X 52"
Ø5'-7"
30" X 52"
BA
T
T
WIPER CHECK
INCORE
BATTERY
RACK GRAVITY FEED OIL RACK
TE
S
T
BA
T
T
WIPER
OIL TANK
LA
T
H
E
6'
-
3
"
= 78" HIGH SECURED FIXTURES (LOZIER)
= 96" HIGH SECURED FIXTURES (LOZIER)
FIXTURE #2A - L. D. GONDOLA
FIXTURE #1A - L. D. STORAGE
FIXTURE #3A - GRAVITY FEED = 84" HIGH SECURED FIXTURES (LOZIER)
= 84" HIGH SECURED FIXTURES (LOZIER)FIXTURE #2A - L. D. GONDOLA
= 96" HIGH SECURED FIXTURES (LOZIER)FIXTURE #2A - L. D. GONDOLA
= 120" HIGH SECURED FIXTURES (LOZIER)FIXTURE #1A - L. D. STORAGE
FIXTURE #4A - L. D. STORAGE = 144" HIGH SECURED FIXTURES (LOZIER)
≤60" HIGH UNSECURED (LOZIER)FIXTURE #2A - L. D. GONDOLA
SCOPE OF WORK: INSTALLATION OF LIGHT DUTY STORAGE FIXTURES IN AN EXISTING BUILD
(E) 4" MIN. CONCRETE SLAB, TYP.
(E) 4" MIN. CONCRETE SLAB, TYP.
(E) 4" MIN. CONCRETE SLAB, TYP.
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE: 1/8" = 1"-0"
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
L
Y
A
U
T
O
(
S
A
N
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S
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B
SA
N
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A
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N
A
,
C
A
9
2
7
0
4
B.G. / T.B.
05/02/23
A.N.
02/01/24
LAYOUT
23-0996-G
1
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1
No. 25969
E E
CS
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FO NRL
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ACL FO
AI
R
OF
E.ETSIG
D RP
SA
ER L
AL
N
OSISEEEN
TAFEE GN
I
EN
E
EXPIRES
12-31-2025
2
2
2
2
2
Digitally signed
by Sal Fateen
Date:
2024.03.05
09:15:15-08'00'
2547 W McFadden Ave
Unit# B10/7/2024
SIDE VIEW
TYPE 13-24 SHELVES (M4)
12"
13
-
2
4
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
120"120"
6"
FRONT VIEW
48"12"
SIDE VIEW
12"
120"
12"
12"
6"
120"
SIDE VIEW
12"
120"
6-
1
2
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
48"
TYPE 6-12 SHELVES (M3)
6"
48"
TYPE 4-5 SHELVES (M2)
FRONT VIEW
6"
120"
4-
5
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
TYPE 2 SHELVES (M1)
48"
6"
FRONT VIEW
2
S
H
E
L
V
E
S
120"
36"
36"
36"36"
36"
36"
12"
SIDE VIEW
120"
6"
12"
6"
36"
36"
36"
36"
6"
36"
36"
FRONT VIEW
11"
22"
40"
22"
11"
22"
40"
22"
11"
22"
40"
22"
11"
22"
40"
22"
13"
13"13"
13"
3 3/16"
1/2"
3/8" x 3/4" STEEL INSERT
1/4"Ø x 2" SLEEVE WEDGE ANCHOR
(STAGGERED) @ 22 1/2" O.C.
ATTACH POST TO
MOBILE TRACK W/
(1) #10 SHEET
METAL SCREW
1 1/2"
3/4"
2" TYP.
16 GA.
2"
TYP.
1/8"Ø
MOBILE BASE
(L3" x 2" x 1/8")
WHEEL
CHANNEL B
MOUNTING PLATE
A
5 3/8"
3/8" x 3/4" STEEL INSERT
1/2"
3/8"
3/8"19/32"
DANCHOR @
22 1/2" O.C.
D
C
ATTACH WITH
(2) 1/4-20
X 3/4" BOLTS
MOBILE BASE
(L3" x 2" x 1/8")
F
B
WHEEL
WHEEL
CHANNEL
MOUNTING
PLATE
3/4"
3/4"
16 GA.
VARIES
VARIES
PARTICLE
BOARD
VARIES
64"
3/4" x 16 GA. STRAP ATTACH W/
#8 SHEET METAL SCREWS1 @ EA. END
DOUBLE BACK BRACE
AT ALL END BAYS
THEN ALTERNATE
DOUBLE & SINGLE
BACK BRACES FOR
ALL OTHER BAYS
(SEE ELEVATIONS
FOR CLARIFICATION)
42" OVERLAP FOR
DOUBLE BACK BRACES
A
H
I
J
C D
E
B
A
I
USE (4) #8 x 3/4" SCREWS TO
FASTEN UPRIGHTS TOGETHER
FOR FREE STANDING UNITS
6"VARIES
3 SPACES
@ 34" O.C.
9"
OPTION 1: HILTI KWIK HUS-EZ (KH-EZ)
(ICC #ESR-3027)
3/8"
OPTION 2: POWERS STUD SD2
(ICC #ESR-2502)
3/8"
2 3/8"
NOM. EMBEDMENT
2 1/2"
NOM. EMBEDMENT
3 1/4"2"
3/4"
1/4"
3 7/8"
1/2"
Ø3/16"
1/4-20
THREAD
4 19/32"
5/8"
BRACE FITS TIGHTLY IN THE INTERIOR OF THE COLUMN.
THE 3 PUNCH-OUTS HOLD THE BRACE IN PLACE
I
2"
A
18 GA.
A COLUMN C ANTI-TIP TRACK TRACK
E STANDARD TRACK
H SHELF
L GENERAL CONFIGURATIONKBACK TO BACK ASSEMBLY
M MOBILE LIGHT DUTY STORAGE FIXTURE ELEVATIONS (96" SIMILAR, MOST CRITICAL SHOWN)
F ANTI TIP BLOCK DETAIL 1 2 3
4 5 6
7
D ANCHOR
G ANTI TIP DETAIL
B MOBILE BASE
J X-BRACEIHORIZONTAL BRACE
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
L
Y
A
U
T
O
(
S
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N
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A
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N
A
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S
A
6
25
4
7
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B
SA
N
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A
A
N
A
,
C
A
9
2
7
0
4
A.N.
05/17/24
A.N.
05/30/24
LOZ.
MOBILE
LIGHT DUTY
STORAGE
(FIXTURE #1G)
23-0996-H
3
05
/
3
0
/
2
4
A.
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.
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No. 25969
E E
CS
R
TTEA
FO NRL
I
VI I
ACL FO
AI
R
OF
E.ETSIG
D RP
SA
ER L
AL
N
OSISEEEN
TAFEE GN
I
EN
E
EXPIRES
12-31-2025
3
2547 W McFadden Ave
Unit# B10/7/2024
3 4 5 6 7 8 9
C
B
A
D
E
10
MAIN
E.P
TELE
E.P
O'REILLY
AUTO PARTS
(APPROX. 6,575 S.F.)
O'REILLY
AUTO PARTS
(APPROX. +6,575 S.F.)
WELCOME
CENTER
78"
TALL
78"
TALL
9'
-
8
"
4'
4'
-
7
"
4'
CO
K
E
3'
4'-9"
3'-8"
3'
A
D
A
3'
8'
12
'
3'
3'
-
6
"
LA
S
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PR
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OFFICEDE
S
K
FILE
9'
-
6
"
10'-10"
78"
TALL
CA
T
A
L
O
G
INSTALLER
DRIVER
BU
L
K
R
A
C
K
BU
L
K
R
A
C
K
BU
L
K
R
A
C
K
BREAK
AREA 8'
-
1
"
48" X 60"
48" X 60"
30" X 48"54" X 60"
56" X 60"
54" X 60"
56" X 60"
30" X 52"
30" X 52"
30"
X
5
2
"
Ø5'-7
"
30" X 52"
30"
X
5
2
"
Ø5'-7
"
30" X 52"
1'-10"
TINT TINT TINT
ELEC.
ROOM
N.I.C
P
3'
-
8
"
3'
-
8
"
4'
MI
C
R
O
/
F
R
I
G
HOSE
5'
4'-3"
4'
3'
-
8
"
5'
-
7
"
9'
-
9
"
3'
-
8
"
4'
-
8
"
6'-3"
HOSEHOSE
5'
-
8
"
12x12
MOBILE4'
12x12
MOBILE
24x24
MOBILE
3'
-
1
0
"
HOSE
4'-7"
3'
-
1
0
"
3'
-
8
"
9'
-
6
"
9'
-
6
"
3'-11"
FIRE LINE
VALVE
WIPER CHECK
INCORE
TE
S
T
WIPER
BATTERY
RACK GRAVITY FEED OIL RACK
6'
-
3
"
BA
T
T
BA
T
T
9'-3"
6'
-
6
"
LA
T
H
E
OIL TANK
3'
-
8
"
3'
-
1
0
"
3'
-
8
"
3'
-
1
0
"
3'
-
1
0
"
DN
DN
= 78" HIGH SECURED FIXTURES (LOZIER)
= 96" HIGH SECURED FIXTURES (LOZIER)
FIXTURE #2A - L. D. GONDOLA
FIXTURE #1A - L. D. STORAGE
FIXTURE #3A - GRAVITY FEED = 84" HIGH SECURED FIXTURES (LOZIER)
= 84" HIGH SECURED FIXTURES (LOZIER)FIXTURE #2A - L. D. GONDOLA
= 96" HIGH SECURED FIXTURES (LOZIER)FIXTURE #2A - L. D. GONDOLA
= 120" HIGH SECURED FIXTURES (LOZIER)FIXTURE #1A - L. D. STORAGE
≤60" HIGH UNSECURED (LOZIER)FIXTURE #2A - L. D. GONDOLA
SCOPE OF WORK: INSTALLATION OF LIGHT DUTY STORAGE FIXTURES IN AN EXISTING BUILD
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
L
Y
A
U
T
O
(
S
A
N
T
A
A
N
A
)
S
A
6
25
4
7
W
M
C
F
A
D
D
E
N
A
V
E
.
S
T
E
B
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
B.G. / T.B.
05/02/23
B.G./A.N.
05/30/24
LAYOUT
23-0996-I
1
08
/
1
5
/
2
3
A.
N
.
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I
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D
R
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L
02
/
0
1
/
2
4
2
A.
N
.
AD
D
E
D
N
O
T
E
S
05
/
3
0
/
2
4
3
A.
N
.
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V
I
S
E
D
L
A
Y
O
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T
/
A
I
S
L
E
S
,
L
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G
E
N
D
,
&
D
W
G
N
A
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E
No. 25969
E E
CS
R
TTEA
FO NRL
I
VI I
ACL FO
AI
R
OF
E.ETSIG
D RP
SA
ER L
AL
N
OSISEEEN
TAFEE GN
I
EN
E
EXPIRES
12-31-2025
2
2547 W McFadden Ave
Unit# B10/7/2024
2547 W McFadden Ave
Unit# B10/7/2024
ENGINEER
SAL E. FATEEN
SEIZMIC ENGINEERING, INC.
161 ATLANTIC STREET
POMONA, CA. 91768
TEL: (909) 869-0989 FAX: (909) 869-0981
DESIGNED PER SECTION 2209 OF THE 2022 CBC
Fa = 1.2 & Ss = 1.304
CODE USED IN DESIGN
INSTALLATION OF INTERIOR LIGHT DUTY STORAGE
FIXTURES IN AN EXISTING BUILDING
BUILDING PERMIT NUMBER: #101113060
SCOPE OF WORK
TABLE OF CONTENTS
2. DRAWING No. 23-0996-A
LIGHT DUTY STORAGE (FIXTURE #1A & #4A)
1. DRAWING No. 23-0996
TABLE OF CONTENTS
SCHEDULE OF DOCUMENTS
LIGHT DUTY STORAGE FIXTURE INSTALLATION
2547 W MCFADDEN AVE. STE B
SANTA ANA, CA 92704
O'REILLY AUTO (SANTA ANA) SA6
BUILDING DATACONTRACTOR
TEL: (915) 517-4229
WILTON, CA 95693
11075 JEFF BRIAN LANE
CHRIS RHODES
BLDG SQ FT: 6,575
PROJECT SQ FT: 6,135
CONSTRUCTION TYPE: V-B
OCCUPANCY TYPE: M
FULLY SPRINKLERED: YES
MIKE SHALABI
13985 EAST LIVE OAK AVENUE
IRWINDALE, CA 91706
TEL: (626) 622-6602
OWNER
3. DRAWING No. 23-0996-B
LIGHT DUTY STORAGE (FIXTURE #1A & #4A)
5. DRAWING No. 23-0996-D
LIGHT DUTY GONDOLA (FIXTURE #2A)
6. DRAWING No. 23-0996-E
GRAVITY RACK (FIXTURE #3A)
7. DRAWING No. 23-0996-F
MOBILE LIGHT DUTY STORAGE (FIXTURE #1G)
8. DRAWING No. 23-0996-G
MOBILE LIGHT DUTY STORAGE (FIXTURE #1G)
10. DRAWING No. 23-0996-I
LAYOUT
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
L
Y
A
U
T
O
(
S
A
N
T
A
A
N
A
)
S
A
6
25
4
7
W
M
C
F
A
D
D
E
N
A
V
E
.
S
T
E
B
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
B.G. / A.N.
02/28/24
A.N.
05/17/24
TABLE
OF
CONTENTS
23-0996
No. 25969
E E
CS
R
TTEA
FO NRL
I
VI
ACL FO
AI
R
OF
E.ETSIG
D RP
SA
ER L
AL
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OSISEEEN
TAFEE GN
I
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EXPIRES
12-31-2025
11. CODE SUMMARY PLAN G1
12. SITE PLAN-ASP1.1
9. DRAWING No. 23-0996-H
MOBILE LIGHT DUTY STORAGE (FIXTURE #1G)
4. DRAWING No. 23-0996-C
LIGHT DUTY STORAGE (FIXTURE #1A & #4A)
Digitally
signed by Sal
Fateen
Date:
2024.06.21
08:46:47-07'00'
Bldg# 101118699
APPROVALS
PLNG- CSantana
BLDG - WLee
**No OCFA Required per JHobbs**
2547 W McFadden Ave
Unit# B10/7/2024
2547 W McFadden Ave
Unit# B10/7/2024
MAIN
E.P
TELE
E.P
O'REILLY
AUTO PARTS
(APPROX. 6,575 S.F.)
O'REILLY
AUTO PARTS
(APPROX. +6,575 S.F.)
WELCOME
CENTER
9'
-
8
"
4'
4'
-
7
"
4'
CO
K
E
3'
4'-9"
3'-8"
3'
A
D
A
3'
8'
12
'
3'
3'
-
6
"
9'
-
6
"
10'-10"
8'
-
1
"
ELEC.
ROOM
N.I.C
3'
-
8
"
3'
-
8
"
4'
5'
4'-3"
4'
3'
-
8
"
5'
-
7
"
9'
-
9
"
3'
-
8
"
4'
-
8
"
6'-3"
5'
-
8
"
4'
3'
-
1
0
"
4'-7"
3'
-
1
0
"
3'
-
8
"
9'
-
6
"
9'
-
6
"
3'-11"
WIPER
TE
S
T
WIPER
BATTERY
RACK GRAVITY FEED OIL RACK
6'
-
3
"
9'-3"
6'
-
6
"
LA
T
H
E
OIL TANK
3'
-
8
"
3'
-
1
0
"
3'
-
8
"
3'
-
1
0
"
3'
-
1
0
"
DN
DN
PRIMARY USE GROUP: (MERCANTILE)
CONSTRUCTION TYPE: "VB"
TOTAL GROSS SQ. FT.: +6,575
EXITEXIT
132'-8
"
=
1
3
3
'
/
13 = 44.
3
3
"
5'5'5'
3'-8"
5'-1"10'-10"6'-7"
7'
-
9
"
3'
EXISTING BLDG USE TO REMAIN. NO CHANGE IN BUILDING SQUARE FOOTAGE.
EXIT ROUTE
EXITEXIT
EX
I
T
A
C
C
E
S
S
P
A
T
H
O
F
T
R
A
V
E
L
=
6
0
'
-
1
0
"
<
7
5
'
-
0
"
62'-3"
77'-
5
"
/
1
/
3
=
2
5
'
30'-11"
EX
I
T
A
C
C
E
S
S
P
A
T
H
O
F
T
R
A
V
E
L
:
7
3
'
-
4
"
<
7
5
'
EXIT
EX
I
T
A
C
C
E
S
S
P
A
T
H
O
F
T
R
A
V
E
L
=
6
4
'
-
0
"
<
7
5
'
-
0
"
EXIT ACCESS PATH OF TRAVEL: 70'-5" < 75'
EXIT
EXIT
EXIT
COMMON PATH OF EGRESS TRAVEL
EXIT ACCESS TRAVEL DISTANCE
1 CODE SUMMARY EGRESS PLAN
SCALE: 1/8" = 1'-0"
09/05/2024
22.0363.00
MF AB
CO
R
P
O
R
A
T
E
O
F
F
I
C
E
S
23
3
S
O
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R
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O
N
SP
R
I
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G
F
I
E
L
D
,
M
I
S
S
O
U
R
I
6
5
8
0
2
(4
1
7
)
8
6
2
-
2
6
7
4
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4
7
W
.
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.
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U
I
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SA
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,
C
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9
2
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2 REAR
31
A
7N
OF
TE
C
-OF
-
LI
K
No. C-20397
RDE
J
HON
IC
S
L
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S
ETIH
NI5
C
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3
PR#13 09/24/2024
OCCUPANCY LOAD SUMMARY
ROOM OR AREA
(REFER TO FLOOR PLAN)
OCCUPANCY
GROUP
AREA
(S.F)
AREA PER
OCCUPANT
(S.F.)
OCCUPANTS
(QTY)
100 ------- PARTS AREA "A"
100A ----- VESTIBULE
101 ------- PARTS AREA "B"
102 ------- OFFICE
103 ------- RESTROOM
104 ------- RESTROOM
M
-
S-1
B
-
-
2,799
45
3,443
86
65
65
60
N/A
300
100
N/A
N/A
47
N/A
11
1
N/A
N/A
TOTAL OCCUPANCY 59
A
B
C
D
REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS.
REFER TO PLANS, SECTIONS, AND DETAILS FOR CONSTRUCTION OF
FIRE RATED ASSEMBLIES. WHERE UNDERWRITERS LABORATORY
(UL) TEST NUMBERS ARE REFERENCED, CONTRACTOR SHALL
PROVIDE CONSTRUCTION MATERIALS, MEANS AND METHODS TO
COMPLY WITH TESTED ASSEMBLY.
REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR
ADDITIONAL REQUIREMENTS.
OWNER FURNISHED AND INSTALLED FURNISHINGS AND FIXTURES
SHOWN FOR REFERENCE ONLY.
CONTRACTOR TO PROVIDE PORTABLE FIRE EXTINGUISHERS
DURING CONSTRUCTION AS REQUIRED TO PROTECT THE WORK
AREA AND EACH STORAGE UNIT AND JOB TRAILER PER THE FIRE
CODE.
SURFACE MOUNTED PORTABLE FIRE EXTINGUISHERS SHALL BE UL
LISTED ABC TYPE, WITH 10 LBS. CAPACITY. REFER TO DETAIL
10/A4.2 FOR TYPICAL MOUNTING REQUIREMENTS.
EXIT DISCHARGE DOORS, PROVIDE TACTILE EXIT SIGNS STATING
"EXIT" WITH BRAILLE (GRADE 2 CONTRACTED) LETTERING. SIGN
CONSTRUCTION AND MOUNTING TO COMPLY WITH ANSI A117.1.
REFER TO FLOOR PLAN FOR LOCATIONS.
EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS
SIDE WITHOUT THE USE OF A KEY OR
SPECIAL KNOWLEDGE OR EFFORT
THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, WILL BE
ILLUMINATED TO A LEVEL OF NOT LESS THAN ONE FOOT-CANDLE
AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE
SERVED BY THE MEANS OF EGRESS IS OCCUPIED.
EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED
AT ALL TIMES. EXTERNALLY ILLUMINATED EXIT SIGNS SHALL BE
CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT
EQUIPMENT OR AN ON-SITE GENERATOR) THAT WILL
AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF
NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY POWER LOSS.
GENERAL
IPC TABLE 403.1
PRIMARY OCCUPANCY: (M) MERCANTILE
TOTAL OCCUPANCY: 59
OCCUPANCY LOAD CALCULATED PER SEX:
FEMALE: 59 / 2 = 30
MALE: 59 / 2 = 30
PLUMBING FIXTURES
WATER CLOSETS (URINALS):1 PER 500
REQUIRED FOR FEMALE:59/500 = 1
PROVIDED FOR FEMALE:1
REQUIRED FOR MALE:59/500 = 1
PROVIDED FOR MALE:1 AND 1 URINAL
LAVATORIES:1 PER 750
REQUIRED FOR FEMALE:59/750 = 1
PROVIDED FOR FEMALE:1
REQUIRED FOR MALE:59/750 = 1
PROVIDED FOR MALE:1
DRINKING FOUNTAINS:1 PER 1,000
REQUIRED:59/1000 = 1
PROVIDED:2
SERVICE SINK REQUIRED:1
SERVICE SINK PROVIDED:1
E
F
G
BUILDING CODE
SYMBOLS LEGEND
UPON REQUEST OWNER TO PROVIDE UNDER SEPARATE COVER,
PROJECT HAZARDOUS MATERIALS INVENTORY STATEMENT (HMIS)
FOR COMMODITY TYPES, HAZARD CLASS, AND QUANTITIES.
OWNER RESPONSIBLE FOR MONITORING INVENTORY COMMODITY
TYPES AND QUANTITIES TO NOT EXCEED CODE REQUIREMENTS.
THE STOCK IN THE STOCKROOM IS OF THE SAME HAZARD
CLASSIFICATION AS THAT FOUND IN THE MAIN RETAIL AREA.
THE STOCKROOM DOORS SHALL NOT HAVE LOCKING HARDWARE ON
THE EGRESS SIDE.
A
B
HAZARDOUS MATERIALS
INVENTORY STATEMENT (HMIS)
CO
D
E
S
U
M
M
A
R
Y
P
L
A
N
G1.1
PLANNING DEPARTMENT CONTACT
NUMBER:(714) 667-2708
BUILDING DEPARTMENT CONTACT
NUMBER:(714) 647-5851
OC FIRE AUTHORITY CONTACT
NUMBER:(714) 567-3236
GOVERNING CODES AND ORDINANCES
CALIFORNIA ADMINISTRATIVE CODE
TITLE 24: 2022 CAC
CALGREEN: 2022
CALIFORNIA BUILDING CODE:2022 CBC
CALIFORNIA MECHANICAL CODE:2022 CMC
CALIFORNIA ELECTRICAL CODE:2022 CEC
CALIFORNIA PLUMBING CODE:2022 CPC
CALIFORNIA FIRE CODE:2022 CFC
ACCESSIBILITY CODE:2022 CBC CH. 11
USE GROUP & CONSTRUCTION TYPE
PRIMARY USE GROUP:M (MERCANTILE), S-1
MIXED USE AND OCCUPANCY:NONSEPARATED
CONSTRUCTION TYPE:VB
AREA MODIFICATIONS
FRONTAGE INCREASE:NOT APPLIED
AUTOMATIC SPRINKLER INCREASE:NOT PROVIDED
ACTUAL HEIGHT & BUILDING AREA
NO. OF STORIES:1 STORY
BUILDING HEIGHT:+22'-3"
GROSS BUILDING AREA:6,575 SQ. F.T
FIRE PROTECTION SYSTEMS
AUTOMATIC SPRINKLER SYSTEM:YES
PORTABLE FIRE EXTINGUISHERS:YES
FIRE ALARM SYSTEM:YES
AUTOMATIC DETECTION SYSTEM:
COMMERCIAL ENERGY EFFICIENCY CODE
COMPLIANCE WITH BUILDING ENERGY EFFICIENCY REQUIREMENTS BASED
UPON APPLICABLE ENERGY CODE (PERFORMANCE METHOD).
NOTES:
CERTIFICATE OF COMPLIANCE AND CALCULATIONS TO BE PROVIDED UPON
REQUEST UNDER SEPARATE COVER.
THE PROJECT SHALL COMPLY WITH CEC TITLE 24 FOR ENERGY
COMPLIANCE.
THE TENANT SPACE, THE MAIN ENTRANCES AND EXITS, PATH OF TRAVEL
AND SANITARY FACILITIES SERVING THE TENANT SPACE SHALL BE
ACCESSIBLE TO PERSONS WITH DISABILITIES PER CBC TITLE 24 DISABLED
ACCESS COMPLIANCE.
ALL AREAS OF NEWLY DESIGNED AND NEWLY CONSTRUCTED BUILDINGS
AND FACILITIES AND ALTERED PORTIONS OF EXISTING BUILDINGS AND
FACILITIES SHALL COMPLY WITH SECT. 11B-201.1.
ALL EXTERIOR DOORS, WINDOWS AND ROOF OPENINGS SHALL COMPLY
WITH THE UNIFORM BUILDING SECURITY CODE.
BIDDING INFORMATION:
REFER TO OWNER'S WEB SITE:
HTTP://WWW.OREILLYPLANROOM.COM
NOTE: REFER TO CURRENT PROJECTS LIST, LOCATED
AT BOTTOM OF SIGN IN PAGE, FOR INVITED GENERAL
CONTRACTORS.
ALL SUB-CONTRACTOR BIDS TO BE SUBMITTED TO
INVITED GENERAL CONTRACTORS ONLY.
CONTACT OWNER'S DESIGNATED REPRESENTATIVE
FOR ADDITIONAL PROJECT INFORMATION
GENERAL NOTES
A. CONTRACT ADMINISTRATION (LIMITED SERVICE):
THE ARCHITECT AND/OR ENGINEER OF RECORD INDICATED HEREIN ARE
PROVIDING A LIMITED SERVICE AND NOT PROVIDING CONTRACT
ADMINISTRATION SERVICES FOR THIS PROJECT WHICH IS THE
RESPONSIBILITY OF OTHERS. THE ARCHITECT AND/OR ENGINEER ARE NOT
RESPONSIBLE
FOR FIELD ACTIVITIES ON THIS PROJECT WITHOUT DIRECT INSPECTION OF
THE WORK IN PROGRESS. IF FIELD CONDITIONS ARE UNCOVERED THAT
REQUIRE A CHANGE OR ADDITIONAL INFORMATION, THE ARCHITECT
AND/OR ENGINEER DOES NOT DELEGATE AUTHORITY TO ANYONE ELSE
FOR DETERMINING THE MEANING OF PLANS OR
SPECIFICATIONS AS AUTHENTICATED HEREIN.
B. QUALITY STANDARDS AND BUILDING CODES:
CONTRACTORS SHALL BE RESPONSIBLE FOR KNOWING THE QUALITY AND
PUBLIC SAFETY REGULATIONS SET FORTH IN THE GOVERNING CODES
AND OTHER APPLICABLE REGULATIONS OF LOCAL AND STATE AGENCIES
HAVING
JURISDICTION WHICH GOVERN EACH CONTRACTOR'S WORK.
C. EXISTING CONDITIONS:
FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO
SUBMITTING BID AND BEGINNING WORK. NOTIFY THE ARCHITECT AND/OR
ENGINEER OF RECORD IF EXISTING CONDITIONS DEVIATE SUBSTANTIALLY
FROM THOSE INDICATED HEREIN
QUALITY CONTROL
1. REFER TO PROJECT MANUAL, SECTION 01 45 16 - QUALITY CONTROL
PROCEDURES, FOR ADDITIONAL REQUIREMENTS.
2. WHERE REQUIRED, THE OWNER SHALL PROVIDE THE SERVICES OF AN
INDEPENDENT TESTING LABORATORY TO
PERFORM TESTING AND SPECIAL INSPECTIONS INDICATED.
CLEAR FLOOR AREA (EXIT DOOR AND / OR FIRE EXTINGUISHER)
EXIT ACCESS TRAVEL DISTANCE (LENGTH IN FEET)
FIRE EXTINGUISHER (SURFACE MOUNTED)
PLUMBING FIXTURE SUMMARY
GENERAL NOTES
H
I
J
C
D
PARTS AREA "A"
100
OFFICE
102
RESTROOM
103
PARTS AREA "B"
101
VESTIBULE
100A
RESTROOM
104
"EXIT ROUTE" TACTILE SIGNAGE
GENERAL NOTES:
1.SIGNS SHALL COMPLY WITH & CONFORM TO ANSI ICC-A117.1-2017
STANDARDS FOR ACCESSIBLE DESIGN OR BY LOCAL ACCESSIBILITY
GUIDELINES WHICHEVER IS MORE STRINGENT.
2.ALL ENTRANCES THAT ARE ACCESSIBLE AND USABLE BY PERSONS
WITH DISABILITIES SHALL BE IDENTIFIED WITH A MINIMUM OF ONE
"INTERNATIONAL SYMBOL OF ACCESSIBILITY".
3.ACCESSIBLE SIGNS TO BE INSTALLED ON THE LATCH SIDE OF THE
DOOR, OR IF NO SPACE, ON THE NEAREST WALL PREFERABLY ON
THE RIGHT. ALL SIGNS MUST BE A DISTINCTLY DIFFERENT FROM ITS
MOUNTING SURFACE IN COLOR/CONTRAST.
4.GENERAL CONTRACTOR TO PROVIDE TACTILE "EXIT" SIGNS AT ALL
GRADE LEVEL EXIT DOORS. UNLESS OTHERWISE REQUIRED BY
LOCAL AUTHORITY, INSTALL PER ADA COMPLIANT ON THE WALL
ADJACENT TO THE LATCH SIDE OF THE DOOR WITH CONTRASTING
AND RAISED PICTOGRAPH, SANS SERIF LETTERING AND GRADE 2
BRAILLE.
SANS-SERIF UPPERCASE CHARACTERS,
RAISED 1/32" PER ANSI STANDARDSEXIT
ROUTE
5
8"
T
O
2"
M
A
X
.
3
8"
MI
N
.
CHARACTERS & BACKGROUND OF
SIGNS TO BE NON-GLARE FINISH AND
TO CONTRAST WITH EACH OTHER.
(STANDARD COLOR: WHITE TEXT ON
GREY BACKGROUND) COLOR &
CONTRAST OF SIGN TO BE DISTINCTLY
DIFFERENT THAN COLOR & CONTRAST
OF WALL.
CORRESPONDING GRADE II BRAILLE
PER ANSI STANDARDS
EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL
EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN
EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT
WITH THE WORDS, "EXIT ROUTE"
60
"
M
A
X
A
F
F
48
"
M
I
N
A
F
F
EXIT SANS-SERIF UPPERCASE CHARACTERS,
RAISED 1/32" PER ANSI STANDARDS
CHARACTERS & BACKGROUND OF
SIGNS TO BE NON-GLARE FINISH AND
TO CONTRAST WITH EACH OTHER.
(STANDARD COLOR: WHITE TEXT ON
GREY BACKGROUND) COLOR &
CONTRAST OF SIGN TO BE DISTINCTLY
DIFFERENT THAN COLOR & CONTRAST
OF WALL.
CORRESPONDING GRADE II BRAILLE
PER ANSI STANDARDS
EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE
IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD "EXIT"
"EXIT" TACTILE SIGNAGE
5
8"
T
O
2"
M
A
X
.
60
"
M
A
X
A
F
F
48
"
M
I
N
A
F
F
3
8"
MI
N
.
2 TACTILE EGRESS SIGNAGE
SCALE: NTS
2
2
2
2
3
3
2547 W McFadden Ave
Unit# B10/7/2024
SIDE VIEW
BACK TO BACK
120" TALL: 34" OVERLAP
144" TALL: 4" GAP BETWEEN
BRACES (TYP.)
TYPE 13-24 SHELVES (J4)
12"
13
-
2
4
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
120"
120"
&
144"
6"FRONT VIEW
48"12"
120"
18"
TO
30"
SIDE VIEW
SINGLE ROW
120"
&
144"
6-
1
2
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
48"
TYPE 6-12 SHELVES (J3)
6"
48"
TYPE 4-5 SHELVES (J2)
FRONT VIEW6"
TYPE 2 SHELVES (J1)
48"
6"FRONT VIEW
2
S
H
E
L
V
E
S
120"
&
144"
6"
36"
36"
36"
6"
36"
36"
36"
FRONT VIEW
SIDE VIEW
BACK TO BACK
12"
144"
12"
144"
18"
TO
30"
SIDE VIEW
SINGLE ROW
6"
36"
36"
36"
6"
36"
36"
36"
24"24"
4-
5
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
120"
&
144"
EXISTING WALL
BACK TO BACK ANCHORING PLAN DETAIL
SINGLE ROW ANCHORING PLAN DETAIL
*
*
*
*
*
*
*
*
*
*
*
*
*
- DENOTES ANCHOR LOCATION*
2 1/2"
NOM. EMBEDMENT
OPTION 1: HILTI KWIK HUS-EZ (KH-EZ)
(ICC #ESR-3027)
(1) REQ'D PER FOOT PLATE
3/8"
OPTION 2: POWERS STUD SD2
(ICC #ESR-2502)
(1) REQ'D PER FOOT PLATE
2 3/8"
NOM. EMBEDMENT
3/8"
**
*
B
ATTACH POST TO
FOOTPLATE W/
(1) #10 SHEET
METAL SCREW
12 GA.
2 3/8"
5"
A
1/2" Ø (2 HOLES)
7/16"
3/4"
2 1/4"
1 1/2"
3/4"
2" TYP.
16 GA.
2"
TYP.
1/8"Ø
12 GA
2 3/8"
2 1/4"
Ø1/4"
9/32"
5/8"
1 1/4"1 7/8"
5"
4 1/8"7/16"
3/4"
3/4"
3/4"
16 GA.
VARIES
VARIES
PARTICLE
BOARD
4 19/32"
5/8"
BRACE FITS TIGHTLY IN THE INTERIOR OF THE COLUMN.
THE 3 PUNCH-OUTS HOLD THE BRACE IN PLACE
E
2"
A
18 GA.
VARIES
64"
3/4" x 16 GA. STRAP ATTACH W/
#8 SHEET METAL SCREWS1 @ EA. END
DOUBLE BACK BRACE AT ALL END BAYS
THEN ALTERNATE DOUBLE & SINGLE
BACK BRACES FOR ALL OTHER BAYS
(SEE ELEVATIONS FOR CLARIFICATION)
42" OVERLAP FOR DOUBLE BACK BRACES
(BACK TO BACK SHOWN)
B C
A
D
E
F
A
E
USE (4) #8 x 3/4" SCREWS TO
FASTEN UPRIGHTS TOGETHER
FOR FREE STANDING UNITS
6"VARIES
3 SPACES
@ 34" O.C.
9"
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
L
Y
A
U
T
O
(
S
A
N
T
A
A
N
A
)
S
A
6
25
4
7
W
M
C
F
A
D
D
E
N
A
V
E
.
S
T
E
B
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
B.G. / T.B.
05/02/23
N.T.
01/18/24
LIGHT DUTY
STORAGE
(FIXTURE #1A
& #4A)
23-0996-A
1
08
/
1
5
/
2
3
A.
N
.
RE
V
I
S
E
D
C
A
L
C
U
L
A
T
I
O
N
S
No. 25969
E E
CS
R
TTEA
FO NRL
I
VI I
ACL FO
AI
R
OF
E.ETSIG
D RP
SA
ER L
AL
N
OSISEEEN
TAFEE GN
I
EN
E
EXPIRES
12-31-2025
A COLUMN B FOOT PLATE
C ANCHOR
E HORIZONTAL BRACE F REAR X-BRACE
H GENERAL CONFIGURATIONGBACK TO BACK ASSEMBLY
J LIGHT DUTY STORAGE FIXTURE ELEVATIONS (96" HIGH FIXTURES SIMILAR, MOST CRITICAL SHOWN)
D SHELF 1 2 3
4 5 6
7 8 9
2547 W McFadden Ave
Unit# B10/7/2024
SIDE VIEW
BACK TO BACK
120" TALL: 34" OVERLAP
144" TALL: 4" GAP BETWEEN
BRACES (TYP.)
TYPE 13-24 SHELVES (J4)
12"
13
-
2
4
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
120"
120"
&
144"
6"FRONT VIEW
48"12"
120"
18"
TO
30"
SIDE VIEW
SINGLE ROW
120"
&
144"
6-
1
2
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
48"
TYPE 6-12 SHELVES (J3)
6"
48"
TYPE 4-5 SHELVES (J2)
FRONT VIEW6"
TYPE 2 SHELVES (J1)
48"
6"FRONT VIEW
2
S
H
E
L
V
E
S
120"
&
144"
6"
36"
36"
36"
6"
36"
36"
36"
FRONT VIEW
SIDE VIEW
BACK TO BACK
12"
144"
12"
144"
18"
TO
30"
SIDE VIEW
SINGLE ROW
6"
36"
36"
36"
6"
36"
36"
36"
24"24"
4-
5
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
120"
&
144"
EXISTING WALL
BACK TO BACK ANCHORING PLAN DETAIL
SINGLE ROW ANCHORING PLAN DETAIL
*
*
*
*
*
*
*
*
*
*
*
*
*
- DENOTES ANCHOR LOCATION*
2 1/2"
NOM. EMBEDMENT
OPTION 1: HILTI KWIK HUS-EZ (KH-EZ)
(ICC #ESR-3027)
(1) REQ'D PER FOOT PLATE
3/8"
OPTION 2: POWERS STUD SD2
(ICC #ESR-2502)
(1) REQ'D PER FOOT PLATE
2 3/8"
NOM. EMBEDMENT
3/8"
**
*
B
ATTACH POST TO
FOOTPLATE W/
(1) #10 SHEET
METAL SCREW
12 GA.
2 3/8"
5"
A
1/2" Ø (2 HOLES)
7/16"
3/4"
2 1/4"
1 1/2"
3/4"
2" TYP.
16 GA.
2"
TYP.
1/8"Ø
12 GA
2 3/8"
2 1/4"
Ø1/4"
9/32"
5/8"
1 1/4"1 7/8"
5"
4 1/8"7/16"
3/4"
3/4"
3/4"
16 GA.
VARIES
VARIES
PARTICLE
BOARD
4 19/32"
5/8"
BRACE FITS TIGHTLY IN THE INTERIOR OF THE COLUMN.
THE 3 PUNCH-OUTS HOLD THE BRACE IN PLACE
E
2"
A
18 GA.
VARIES
64"
3/4" x 16 GA. STRAP ATTACH W/
#8 SHEET METAL SCREWS1 @ EA. END
DOUBLE BACK BRACE AT ALL END BAYS
THEN ALTERNATE DOUBLE & SINGLE
BACK BRACES FOR ALL OTHER BAYS
(SEE ELEVATIONS FOR CLARIFICATION)
42" OVERLAP FOR DOUBLE BACK BRACES
(BACK TO BACK SHOWN)
B C
A
D
E
F
A
E
USE (4) #8 x 3/4" SCREWS TO
FASTEN UPRIGHTS TOGETHER
FOR FREE STANDING UNITS
6"VARIES
3 SPACES
@ 34" O.C.
9"
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
L
Y
A
U
T
O
(
S
A
N
T
A
A
N
A
)
S
A
6
25
4
7
W
M
C
F
A
D
D
E
N
A
V
E
.
S
T
E
B
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
A.N.
08/15/23
N.T.
01/18/24
LIGHT DUTY
STORAGE
(FIXTURE #1A
& #4A)
23-0996-B
1
08
/
1
5
/
2
3
A.
N
.
AD
D
I
T
I
O
N
A
L
C
A
L
C
U
L
A
T
I
O
N
S
No. 25969
E E
CS
R
TTEA
FO NRL
I
VI I
ACL FO
AI
R
OF
E.ETSIG
D RP
SA
ER L
AL
N
OSISEEEN
TAFEE GN
I
EN
E
EXPIRES
12-31-2025
A COLUMN B FOOT PLATE
C ANCHOR
E HORIZONTAL BRACE F REAR X-BRACE
H GENERAL CONFIGURATIONGBACK TO BACK ASSEMBLY
J LIGHT DUTY STORAGE FIXTURE ELEVATIONS (96" HIGH FIXTURES SIMILAR, MOST CRITICAL SHOWN)
D SHELF 1 2 3
4 5 6
7 8 9
2547 W McFadden Ave
Unit# B10/7/2024
SIDE VIEW
BACK TO BACK
120" TALL: 34" OVERLAP
144" TALL: 4" GAP BETWEEN
BRACES (TYP.)
TYPE 13-24 SHELVES (J4)
12"
13
-
2
4
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
120"
120"
&
144"
6"FRONT VIEW
48"12"
120"
18"
TO
30"
SIDE VIEW
SINGLE ROW
120"
&
144"
6-
1
2
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
48"
TYPE 6-12 SHELVES (J3)
6"
48"
TYPE 4-5 SHELVES (J2)
FRONT VIEW6"
TYPE 2 SHELVES (J1)
48"
6"FRONT VIEW
2
S
H
E
L
V
E
S
120"
&
144"
6"
36"
36"
36"
6"
36"
36"
36"
FRONT VIEW
SIDE VIEW
BACK TO BACK
12"
144"
12"
144"
18"
TO
30"
SIDE VIEW
SINGLE ROW
6"
36"
36"
36"
6"
36"
36"
36"
24"24"
4-
5
S
H
E
L
V
E
S
EV
E
N
L
Y
S
P
A
C
E
D
120"
&
144"
EXISTING WALL
BACK TO BACK ANCHORING PLAN DETAIL
SINGLE ROW ANCHORING PLAN DETAIL
*
*
*
*
*
*
*
*
*
*
*
*
*
- DENOTES ANCHOR LOCATION*
2 1/2"
NOM. EMBEDMENT
OPTION 1: HILTI KWIK HUS-EZ (KH-EZ)
(ICC #ESR-3027)
(1) REQ'D PER FOOT PLATE
3/8"
OPTION 2: POWERS STUD SD2
(ICC #ESR-2502)
(1) REQ'D PER FOOT PLATE
2 3/8"
NOM. EMBEDMENT
3/8"
**
*
B
ATTACH POST TO
FOOTPLATE W/
(1) #10 SHEET
METAL SCREW
12 GA.
2 3/8"
5"
A
1/2" Ø (2 HOLES)
7/16"
3/4"
2 1/4"
1 1/2"
3/4"
2" TYP.
16 GA.
2"
TYP.
1/8"Ø
12 GA
2 3/8"
2 1/4"
Ø1/4"
9/32"
5/8"
1 1/4"1 7/8"
5"
4 1/8"7/16"
3/4"
3/4"
3/4"
16 GA.
VARIES
VARIES
PARTICLE
BOARD
4 19/32"
5/8"
BRACE FITS TIGHTLY IN THE INTERIOR OF THE COLUMN.
THE 3 PUNCH-OUTS HOLD THE BRACE IN PLACE
E
2"
A
18 GA.
VARIES
64"
3/4" x 16 GA. STRAP ATTACH W/
#8 SHEET METAL SCREWS1 @ EA. END
DOUBLE BACK BRACE AT ALL END BAYS
THEN ALTERNATE DOUBLE & SINGLE
BACK BRACES FOR ALL OTHER BAYS
(SEE ELEVATIONS FOR CLARIFICATION)
42" OVERLAP FOR DOUBLE BACK BRACES
(BACK TO BACK SHOWN)
B C
A
D
E
F
A
E
USE (4) #8 x 3/4" SCREWS TO
FASTEN UPRIGHTS TOGETHER
FOR FREE STANDING UNITS
6"VARIES
3 SPACES
@ 34" O.C.
9"
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
L
Y
A
U
T
O
(
S
A
N
T
A
A
N
A
)
S
A
6
25
4
7
W
M
C
F
A
D
D
E
N
A
V
E
.
S
T
E
B
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
A.N.
05/17/24
A.N.
05/30/24
LIGHT DUTY
STORAGE
(FIXTURE #1A
& #4A)
23-0996-C
3
05
/
3
0
/
2
4
A.
N
.
AD
D
I
T
I
O
N
A
L
C
A
L
C
S
,
R
E
P
L
A
C
E
D
O
L
D
D
W
G
2
3
-
0
9
9
6
-
C
No. 25969
E E
CS
R
TTEA
FO NRL
I
VI I
ACL FO
AI
R
OF
E.ETSIG
D RP
SA
ER L
AL
N
OSISEEEN
TAFEE GN
I
EN
E
EXPIRES
12-31-2025
3
A COLUMN B FOOT PLATE
C ANCHOR
E HORIZONTAL BRACE F REAR X-BRACE
H GENERAL CONFIGURATIONGBACK TO BACK ASSEMBLY
J LIGHT DUTY STORAGE FIXTURE ELEVATIONS (96" HIGH FIXTURES SIMILAR, MOST CRITICAL SHOWN)
D SHELF 1 2 3
4 5 6
7 8 9
2547 W McFadden Ave
Unit# B10/7/2024
1" TYP.
LEVELING LEG
3/8"Ø BOLT
11 GA.
C
3/16"
THK.
18 GA.
6" TYP.
1 29/32"2 17/32"
C
18 GA.
7 GA. PIN
4 1/32"
BASE CONNECTOR
PLATE
5"
11 GA.
3 1/2"
13 GA.
1/2"Ø TYP.
1 1/2"
3/4"
1/2"
9/16"
9/16"
7"
3/8"
2 3/8"
NOM. EMBEDMENT
OPTION 2: POWERS STUD SD2
(ICC #ESR-2502)
(2) REQ'D PER ANCHOR PLATE
FRONT & BACK EVERY PLATE
***
***
- DENOTES ANCHOR LOCATON*
PLAN VIEW (DOUBLE)
3/8"
OPTION 1: HILTI KWIK HUS-EZ (KH-EZ)
(ICC #ESR-3027)
(2) REQ'D PER ANCHOR PLATE
FRONT & BACK EVERY PLATE
2 1/2"
NOM. EMBEDMENT
PLAN VIEW (SINGLE)
*- DENOTES ANCHOR LOCATON
*
*
*
*
*
*
*
*
*
*
***
***
*
*
*
*
*
*
*
*
*
*
1 1/8"2"
18"
11 GA.
VARIES
48" NOM.
22 GA.
CONNECTORS & "H" SECTION
ARE SPOT WELDED TO SHELF
E
VARIES
48" NOM.
NOTE:
NUMBER OF HAT SECTIONS
VARY DEPENDING ON DEPTH
22 GA.
TOP RAIL - 20 GA.
CENTER RAIL - 24 GA.
BOTTOM RAIL - 22 GA.
1 7/8"
3/4"
1/2"
9/16"
48" NOM.TYPE 84"H x 48" W x 18" (J2)
24"
18"
18"
18"
18"
84"
48"
FRONT VIEW SIDE VIEWSIDE VIEWFRONT VIEW
48"
96"
18"
18"
18"
18"
18"
24"
TYPE 96"H x 48" W x 18" (J1)
TYPE 78"H x 48" W x 18" (J3)
24"
18"
18"
18"
18"
78"
48"
FRONT VIEW SIDE VIEW
E
22 GA. FRONT
KICK PANEL
20 GA. END
TRIM
B
H A
DC
22 GA. BASE
BRACKET TRIM
F
G
A UPRIGHT
B BASE BRACKET
C ANCHOR PLATE
D ANCHOR E ARM
F SHELF G BASE DECK
H HORIZONTAL BRACE
I GENERAL CONFIGURATION J LIGHT DUTY STORAGE GONDOLA ELEVATIONS
1 2 3
4 5 6
7 8 9
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
L
Y
A
U
T
O
(
S
A
N
T
A
A
N
A
)
S
A
6
25
4
7
W
M
C
F
A
D
D
E
N
A
V
E
.
S
T
E
B
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
B.G. / T.B.
05/02/23
A.N.
05/30/24
LOZ.
LIGHT DUTY
STORAGE
GONDOLA
(FIXTURE #2A)
23-0996-D
1
08
/
1
5
/
2
3
A.
N
.
RE
V
I
S
E
D
C
A
L
C
U
L
A
T
I
O
N
S
05
/
3
0
/
2
4
3
A.
N
.
RE
V
I
S
E
D
D
W
G
N
A
M
E
F
R
O
M
2
3
-
0
9
9
6
-
C
T
O
2
3
-
0
9
9
6
-
D
No. 25969
E E
CS
R
TTEA
FO NRL
I
VI I
ACL FO
AI
R
OF
E.ETSIG
D RP
SA
ER L
AL
N
OSISEEEN
TAFEE GN
I
EN
E
EXPIRES
12-31-2025
3
2547 W McFadden Ave
Unit# B10/7/2024
A
D
D
5/8"1/8"TYP.
2"
TYP.
1 5/8"1 13/16"
14 GA.
1"
2"
TYP.
11/32" SQ.
HOLES
3/4"
7/16"4 1/8"
5"
1 7/8"1 1/4"
5/8"
9/32"
Ø1/4"
2 1/4"
2 3/8"
12 GA
3/8"
OPTION 1: HILTI KWIK HUS-EZ (KH-EZ)
(ICC #ESR-3027)
(1) REQ'D PER FOOT PLATE
2 1/2"
NOM. EMBEDMENT
OPTION 2: POWERS STUD SD2
(ICC #ESR-2502)
(1) REQ'D PER FOOT PLATE
2 3/8"
NOM. EMBEDMENT
3/8"1 11/32"
3/4"
20 GA.
.23"
1.125"
.5"
1/8".42"
16 GA.
.31"
.875"
.5"
.42"
3 1/4"
1 11/16"
1"
2"
1/2"
12 GA.
WIRE WELD
BOTH ENDS TYP.
E
F
DECKS REMOVED
FOR CLARITY
A
CB
D
F
E
E
2"
TYP.
F
A
BEAM
LOCKING
CLIP
11"
38"
11"
84"
12"
30"
9"
84"
60"
FRONT VIEW SIDE VIEW
TYPE GRAVITY FLOW (J1)
14"
14"
14"
14"
14"
V-A TYPICAL BRACE TO COLUMN CONNECTION
A COLUMN B FOOT PLATE
C ANCHOR D HORIZONTAL & DIAGONAL BRACE
E BEAM
F CONNECTOR
H GENERAL CONFIGURATION
V-B TYPICAL BEAM TO COLUMN CONNECTION
J GRAVITY RACK FIXTURE ELEVATIONS
1 2 3
4 5 6
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
L
Y
A
U
T
O
(
S
A
N
T
A
A
N
A
)
S
A
6
25
4
7
W
M
C
F
A
D
D
E
N
A
V
E
.
S
T
E
B
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
B.G. / T.B.
05/02/23
A.N.
05/30/24
LOZ.
GRAVITY
RACK
(FIXTURE #3A)
23-0996-E
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No. 25969
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FO NRL
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E.ETSIG
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OSISEEEN
TAFEE GN
I
EN
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EXPIRES
12-31-2025
3
2547 W McFadden Ave
Unit# B10/7/2024
SIDE VIEW
TYPE 13-24 SHELVES (M4)
12"
13
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2
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120"120"
6"
FRONT VIEW
48"12"
SIDE VIEW
12"
120"
12"
12"
6"
120"
SIDE VIEW
12"
120"
6-
1
2
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48"
TYPE 6-12 SHELVES (M3)
6"
48"
TYPE 4-5 SHELVES (M2)
FRONT VIEW
6"
120"
4-
5
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TYPE 2 SHELVES (M1)
48"
6"
FRONT VIEW
2
S
H
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120"
36"
36"
36"36"
36"
36"
12"
SIDE VIEW
120"
6"
12"
6"
36"
36"
36"
36"
6"
36"
36"
FRONT VIEW
11"
22"
40"
22"
11"
22"
40"
22"
11"
22"
40"
22"
11"
22"
40"
22"
13"
13"13"
13"
3 3/16"
1/2"
3/8" x 3/4" STEEL INSERT
1/4"Ø x 2" SLEEVE WEDGE ANCHOR
(STAGGERED) @ 22 1/2" O.C.
ATTACH POST TO
MOBILE TRACK W/
(1) #10 SHEET
METAL SCREW
1 1/2"
3/4"
2" TYP.
16 GA.
2"
TYP.
1/8"Ø
MOBILE BASE
(L3" x 2" x 1/8")
WHEEL
CHANNEL B
MOUNTING PLATE
A
5 3/8"
3/8" x 3/4" STEEL INSERT
1/2"
3/8"
3/8"19/32"
DANCHOR @
22 1/2" O.C.
D
C
ATTACH WITH
(2) 1/4-20
X 3/4" BOLTS
MOBILE BASE
(L3" x 2" x 1/8")
F
B
WHEEL
WHEEL
CHANNEL
MOUNTING
PLATE
3/4"
3/4"
16 GA.
VARIES
VARIES
PARTICLE
BOARD
VARIES
64"
3/4" x 16 GA. STRAP ATTACH W/
#8 SHEET METAL SCREWS1 @ EA. END
DOUBLE BACK BRACE
AT ALL END BAYS
THEN ALTERNATE
DOUBLE & SINGLE
BACK BRACES FOR
ALL OTHER BAYS
(SEE ELEVATIONS
FOR CLARIFICATION)
42" OVERLAP FOR
DOUBLE BACK BRACES
A
H
I
J
C D
E
B
A
I
USE (4) #8 x 3/4" SCREWS TO
FASTEN UPRIGHTS TOGETHER
FOR FREE STANDING UNITS
6"VARIES
3 SPACES
@ 34" O.C.
9"
OPTION 1: HILTI KWIK HUS-EZ (KH-EZ)
(ICC #ESR-3027)
3/8"
OPTION 2: POWERS STUD SD2
(ICC #ESR-2502)
3/8"
2 3/8"
NOM. EMBEDMENT
2 1/2"
NOM. EMBEDMENT
3 1/4"2"
3/4"
1/4"
3 7/8"
1/2"
Ø3/16"
1/4-20
THREAD
4 19/32"
5/8"
BRACE FITS TIGHTLY IN THE INTERIOR OF THE COLUMN.
THE 3 PUNCH-OUTS HOLD THE BRACE IN PLACE
I
2"
A
18 GA.
A COLUMN C ANTI-TIP TRACK TRACK
E STANDARD TRACK
H SHELF
L GENERAL CONFIGURATIONKBACK TO BACK ASSEMBLY
M MOBILE LIGHT DUTY STORAGE FIXTURE ELEVATIONS (96" SIMILAR, MOST CRITICAL SHOWN)
F ANTI TIP BLOCK DETAIL 1 2 3
4 5 6
7
D ANCHOR
G ANTI TIP DETAIL
B MOBILE BASE
J X-BRACEIHORIZONTAL BRACE
AD
D
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E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
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RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
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A
U
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(
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9
2
7
0
4
B.G. / T.B.
07/25/23
A.N.
05/30/24
LOZ.
MOBILE
LIGHT DUTY
STORAGE
(FIXTURE #1G)
23-0996-F
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No. 25969
E E
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ACL FO
AI
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OF
E.ETSIG
D RP
SA
ER L
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N
OSISEEEN
TAFEE GN
I
EN
E
EXPIRES
12-31-2025
3
2547 W McFadden Ave
Unit# B10/7/2024
MAIN
E.P
TELE
1 2 3 4 5 6 7 8 9
C
B
A
D
E
9
E.P
FIRE LINE
VALVE
O'REILLY
AUTO PARTS
(APPROX. 6,575 S.F.)
O'REILLY
AUTO PARTS
(APPROX. +6,575 S.F.)
SHOWROOM
NO EGRESS DOOR NEEDED
CEILING HEIGHT 11'-6"
WELCOME
CENTER
78"
TALL
78"
TALL
9'
-
9
"
4'
4'
-
6
"
4'
3'
5'
3'-8"
3'
A
D
A
3'
8'
12
'
3'
3'
-
6
"
LA
S
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PR
I
N
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OFFICE
DE
S
K
FILE
9'
-
6
"
10'-10"
78"
TALL
CA
T
A
L
O
G
INSTALLERDRIVER
BREAK
AREA
9'
-
6
"
BU
L
K
R
A
C
K
BU
L
K
R
A
C
K
BU
L
K
R
A
C
K
P
3'
-
8
"
3'
-
8
"
4'
MI
C
R
O
/
F
R
I
G
9'-3"
6'
-
6
"
HOSE
5'
4'-3"
4'
3'
-
8
"
5'
-
7
"
9'
-
9
"
3'
-
8
"
3'
-
8
"
6'-3"
HOSE HOSE
5'
-
8
"
12x12
MOBILE4'
12x12
MOBILE
24x24
MOBILE
3'
-
1
0
"
HOSE
4'-7"
3'
-
1
0
"
3'
-
8
"
DN
30" X 48"
30" X 52"
48" X 60"
54" X 60"
56" X 60"
30" X 52"
30"
X
52"
Ø5'-7"
30" X 52"
1'-10"
48" X 60"
54" X 60"
30" X 52"
Ø5'-7"
30" X 52"
BA
T
T
WIPER CHECK
INCORE
BATTERY
RACK GRAVITY FEED OIL RACK
TE
S
T
BA
T
T
WIPER
OIL TANK
LA
T
H
E
6'
-
3
"
= 78" HIGH SECURED FIXTURES (LOZIER)
= 96" HIGH SECURED FIXTURES (LOZIER)
FIXTURE #2A - L. D. GONDOLA
FIXTURE #1A - L. D. STORAGE
FIXTURE #3A - GRAVITY FEED = 84" HIGH SECURED FIXTURES (LOZIER)
= 84" HIGH SECURED FIXTURES (LOZIER)FIXTURE #2A - L. D. GONDOLA
= 96" HIGH SECURED FIXTURES (LOZIER)FIXTURE #2A - L. D. GONDOLA
= 120" HIGH SECURED FIXTURES (LOZIER)FIXTURE #1A - L. D. STORAGE
FIXTURE #4A - L. D. STORAGE = 144" HIGH SECURED FIXTURES (LOZIER)
≤60" HIGH UNSECURED (LOZIER)FIXTURE #2A - L. D. GONDOLA
SCOPE OF WORK: INSTALLATION OF LIGHT DUTY STORAGE FIXTURES IN AN EXISTING BUILD
(E) 4" MIN. CONCRETE SLAB, TYP.
(E) 4" MIN. CONCRETE SLAB, TYP.
(E) 4" MIN. CONCRETE SLAB, TYP.
AD
D
R
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S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE: 1/8" = 1"-0"
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
L
Y
A
U
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(
S
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C
A
9
2
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0
4
B.G. / T.B.
05/02/23
A.N.
02/01/24
LAYOUT
23-0996-G
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No. 25969
E E
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FO NRL
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R
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E.ETSIG
D RP
SA
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N
OSISEEEN
TAFEE GN
I
EN
E
EXPIRES
12-31-2025
2
2
2
2
2
Digitally signed
by Sal Fateen
Date:
2024.03.05
09:15:15-08'00'
2547 W McFadden Ave
Unit# B10/7/2024
SIDE VIEW
TYPE 13-24 SHELVES (M4)
12"
13
-
2
4
S
H
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N
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P
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120"120"
6"
FRONT VIEW
48"12"
SIDE VIEW
12"
120"
12"
12"
6"
120"
SIDE VIEW
12"
120"
6-
1
2
S
H
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N
L
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P
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C
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48"
TYPE 6-12 SHELVES (M3)
6"
48"
TYPE 4-5 SHELVES (M2)
FRONT VIEW
6"
120"
4-
5
S
H
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L
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EV
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A
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TYPE 2 SHELVES (M1)
48"
6"
FRONT VIEW
2
S
H
E
L
V
E
S
120"
36"
36"
36"36"
36"
36"
12"
SIDE VIEW
120"
6"
12"
6"
36"
36"
36"
36"
6"
36"
36"
FRONT VIEW
11"
22"
40"
22"
11"
22"
40"
22"
11"
22"
40"
22"
11"
22"
40"
22"
13"
13"13"
13"
3 3/16"
1/2"
3/8" x 3/4" STEEL INSERT
1/4"Ø x 2" SLEEVE WEDGE ANCHOR
(STAGGERED) @ 22 1/2" O.C.
ATTACH POST TO
MOBILE TRACK W/
(1) #10 SHEET
METAL SCREW
1 1/2"
3/4"
2" TYP.
16 GA.
2"
TYP.
1/8"Ø
MOBILE BASE
(L3" x 2" x 1/8")
WHEEL
CHANNEL B
MOUNTING PLATE
A
5 3/8"
3/8" x 3/4" STEEL INSERT
1/2"
3/8"
3/8"19/32"
DANCHOR @
22 1/2" O.C.
D
C
ATTACH WITH
(2) 1/4-20
X 3/4" BOLTS
MOBILE BASE
(L3" x 2" x 1/8")
F
B
WHEEL
WHEEL
CHANNEL
MOUNTING
PLATE
3/4"
3/4"
16 GA.
VARIES
VARIES
PARTICLE
BOARD
VARIES
64"
3/4" x 16 GA. STRAP ATTACH W/
#8 SHEET METAL SCREWS1 @ EA. END
DOUBLE BACK BRACE
AT ALL END BAYS
THEN ALTERNATE
DOUBLE & SINGLE
BACK BRACES FOR
ALL OTHER BAYS
(SEE ELEVATIONS
FOR CLARIFICATION)
42" OVERLAP FOR
DOUBLE BACK BRACES
A
H
I
J
C D
E
B
A
I
USE (4) #8 x 3/4" SCREWS TO
FASTEN UPRIGHTS TOGETHER
FOR FREE STANDING UNITS
6"VARIES
3 SPACES
@ 34" O.C.
9"
OPTION 1: HILTI KWIK HUS-EZ (KH-EZ)
(ICC #ESR-3027)
3/8"
OPTION 2: POWERS STUD SD2
(ICC #ESR-2502)
3/8"
2 3/8"
NOM. EMBEDMENT
2 1/2"
NOM. EMBEDMENT
3 1/4"2"
3/4"
1/4"
3 7/8"
1/2"
Ø3/16"
1/4-20
THREAD
4 19/32"
5/8"
BRACE FITS TIGHTLY IN THE INTERIOR OF THE COLUMN.
THE 3 PUNCH-OUTS HOLD THE BRACE IN PLACE
I
2"
A
18 GA.
A COLUMN C ANTI-TIP TRACK TRACK
E STANDARD TRACK
H SHELF
L GENERAL CONFIGURATIONKBACK TO BACK ASSEMBLY
M MOBILE LIGHT DUTY STORAGE FIXTURE ELEVATIONS (96" SIMILAR, MOST CRITICAL SHOWN)
F ANTI TIP BLOCK DETAIL 1 2 3
4 5 6
7
D ANCHOR
G ANTI TIP DETAIL
B MOBILE BASE
J X-BRACEIHORIZONTAL BRACE
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
REV. DATE:
APRV'D BY: SAL E. FATEEN
TYPE:
DA
T
E
RE
V
.
BY
DE
S
C
R
I
P
T
I
O
N
SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
O'
R
E
I
L
L
Y
A
U
T
O
(
S
A
N
T
A
A
N
A
)
S
A
6
25
4
7
W
M
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F
A
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S
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B
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
A.N.
05/17/24
A.N.
05/30/24
LOZ.
MOBILE
LIGHT DUTY
STORAGE
(FIXTURE #1G)
23-0996-H
3
05
/
3
0
/
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4
A.
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.
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No. 25969
E E
CS
R
TTEA
FO NRL
I
VI I
ACL FO
AI
R
OF
E.ETSIG
D RP
SA
ER L
AL
N
OSISEEEN
TAFEE GN
I
EN
E
EXPIRES
12-31-2025
3
2547 W McFadden Ave
Unit# B10/7/2024
3 4 5 6 7 8 9
C
B
A
D
E
10
MAIN
E.P
TELE
E.P
O'REILLY
AUTO PARTS
(APPROX. 6,575 S.F.)
O'REILLY
AUTO PARTS
(APPROX. +6,575 S.F.)
WELCOME
CENTER
78"
TALL
78"
TALL
9'
-
8
"
4'
4'
-
7
"
4'
CO
K
E
3'
4'-9"
3'-8"
3'
A
D
A
3'
8'
12
'
3'
3'
-
6
"
LA
S
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PR
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OFFICEDE
S
K
FILE
9'
-
6
"
10'-10"
78"
TALL
CA
T
A
L
O
G
INSTALLER
DRIVER
BU
L
K
R
A
C
K
BU
L
K
R
A
C
K
BU
L
K
R
A
C
K
BREAK
AREA 8'
-
1
"
48" X 60"
48" X 60"
30" X 48"54" X 60"
56" X 60"
54" X 60"
56" X 60"
30" X 52"
30" X 52"
30"
X
5
2
"
Ø5'-7
"
30" X 52"
30"
X
5
2
"
Ø5'-7
"
30" X 52"
1'-10"
TINT TINT TINT
ELEC.
ROOM
N.I.C
P
3'
-
8
"
3'
-
8
"
4'
MI
C
R
O
/
F
R
I
G
HOSE
5'
4'-3"
4'
3'
-
8
"
5'
-
7
"
9'
-
9
"
3'
-
8
"
4'
-
8
"
6'-3"
HOSEHOSE
5'
-
8
"
12x12
MOBILE4'
12x12
MOBILE
24x24
MOBILE
3'
-
1
0
"
HOSE
4'-7"
3'
-
1
0
"
3'
-
8
"
9'
-
6
"
9'
-
6
"
3'-11"
FIRE LINE
VALVE
WIPER CHECK
INCORE
TE
S
T
WIPER
BATTERY
RACK GRAVITY FEED OIL RACK
6'
-
3
"
BA
T
T
BA
T
T
9'-3"
6'
-
6
"
LA
T
H
E
OIL TANK
3'
-
8
"
3'
-
1
0
"
3'
-
8
"
3'
-
1
0
"
3'
-
1
0
"
DN
DN
= 78" HIGH SECURED FIXTURES (LOZIER)
= 96" HIGH SECURED FIXTURES (LOZIER)
FIXTURE #2A - L. D. GONDOLA
FIXTURE #1A - L. D. STORAGE
FIXTURE #3A - GRAVITY FEED = 84" HIGH SECURED FIXTURES (LOZIER)
= 84" HIGH SECURED FIXTURES (LOZIER)FIXTURE #2A - L. D. GONDOLA
= 96" HIGH SECURED FIXTURES (LOZIER)FIXTURE #2A - L. D. GONDOLA
= 120" HIGH SECURED FIXTURES (LOZIER)FIXTURE #1A - L. D. STORAGE
≤60" HIGH UNSECURED (LOZIER)FIXTURE #2A - L. D. GONDOLA
SCOPE OF WORK: INSTALLATION OF LIGHT DUTY STORAGE FIXTURES IN AN EXISTING BUILD
AD
D
R
E
S
S
:
DRAWING NUMBER:
DESCRIPTION:
DRAWN BY:
DATE:
LAST REV. BY:
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SCALE:N.T.S.
Tel.(909)869-0989
Covina, California
EST. 1985
ENGINEERING, INC.
1130 E. Cypress St.
SEIZMIC
91724
SEIZMIC
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B.G. / T.B.
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B.G./A.N.
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