1. WHERE A MEZZANINE OCCURS AND A 1" TOPPING IS
CALLED OUT FOR IN THE STRUCTURAL DRAWINGS,
PROVIDE A 1" THICK TOPPING OF GYP -CRETE 2000 WITH A
MINIMUM STRENGTH OF 2,500 PSI.
2. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE
DEPARTMENT AND THE CBC/CFC. REQUIREMENTS AND
LOCATIONS TO BE DETERMINED IN THE FIELD BY THE FIRE
DEPARTMENT INSPECTOR.
3. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS
SHALL BE SEALED WITH APPROVED FIRE CAULKING. SEE
SHTS AD2.3, & AD2.4.
4. U.O.N., ALL DIMENSIONS TO CONCRETE WALLS ARE EITHER
TO THE CENTER (SHOWN WITH A CENTERLINE) OR FACE OF
THE WALL. ALL DIMENSIONS TO FRAMED WALLS ARE
EITHER TO THE CENTER OF THE WALL FRAMING (SHOWN
WITH A CENTERLINE) OR FACE OF THE WALL FINISH.
5. PROVIDE ILLUMINATED AND TACTILE EXIT SIGNAGE. SEE
EXITING & SIGNAGE PLANS.
6. SEE CIVIL DRAWINGS FOR ALL UTILITY POINTS OF
CONNECTION. GENERAL CONTRACTOR TO VERIFY
LOCATIONS.
7. PROVIDE PIPE BOLLARD PROTECTION POSTS @ FIRE
RISERS & ELECTRICAL GEAR AS REQUIRED BY THE
ELECTRICAL AND FIRE PROTECTION PLANS. SEE 7/AD5.0
FOR ADDITIONAL INFORMATION.
8. FOR REQUIRED LANDINGS @ ACCESSIBLE DOORS, SEE
11/A0.2.1.
9. NO SMOKING IS ALLOWED WITIHN 25' OF ALL BUILDING
ENTRANCES, PER GREEN BUILDING STANDARD CODE
DIVISION 5.504.7. POST REQUIRED SIGNAGE.
10. U.O.N @ INTERIOR PARTITIONS, FINISHED HINGE SIDE OF JAMB TO BE 6" FROM FINISHED SURFACE OF INTERSECTING
WALL.
EXTERIOR CONCRETE TILT -UP WALL PANEL
OR INTERIOR CONCRETE TILT -UP MEZZANINE
SHEAR WALL PANEL. SEE STRUCTURAL
DRAWINGS FOR ADITIONAL INFORMATION
STOREFRONT GLAZING SYSTEM. SEE
ENLARGED FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR ADDITIONAL INFORMATION
METAL STUD NON BEARING PARTITION WALL.
SEE ENLARGED FLOOR PLANS & WALL TYPE
SCHEDULE FOR ADDITIONAL INFORMATION
STRUCTURAL BUILDING COLUMNS
WOOD STUD BEARING WALL. SEE ENLARGED
FLOOR PLANS & WALL TYPE SCHEDULE FOR
ADDITIONAL INFORMATION.
PROVIDE VAPOR BARRIER UNDER
PROPOSED AND OR FUTURE OFFICE AREA
FLOOR SLAB. EXTEND MIN 40'-0" BEYOND
T.I. AREA OR AS DIMENSIONED ON THE
FLOOR PLAN. SEE 4/AD1.0
FIRE SPRINKLER RISER. SEE FIRE
PROTECTION PLANS AND 7/AD5.0.
DOOR TAG. SEE SHEET A8.0 FOR DOOR
SCHEDULE
WINDOW TAG. SEE SHEET A8.0 FOR
WINDOW SCHEDULE
WALL TAG
0000
A
STOREFRONT TAG. SEE SHEETS A8.0.1 &
A8.0.2 FOR STOREFRONT SCHEDULE
00 000
1. THE FLOOR SLAB THICKNESS TO BE X". SEE STRUCTURAL
DRAWINGS FOR ADDITIONAL REQUIREMENTS.
2. THE FLOOR SLAB TO BE CLASS V PER ACI 302 -1R -04 TABLE 21.
3. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE
OWNER WHETHER OR NOT TO PROVIDE JOINT FILLER AT THE
FLOOR SLAB CONTROL AND CONSTRUCTION JOINTS.
4. SLOPE POUR STRIPS @ EXTERIOR PEDESTRIAN AND
OVERHEAD DOORS. SEE 5, 7, & 10/AD4.1.CRANES, CONCRETE
TRUCKS, AND SIMILAR HEAVY EQUIPMENT ARE PROHIBITED
ON THE FLOOR SLAB DURING CONSTRUCTION.
5. BELOW FLOOR SLAB SOIL COMPACTION TO BE 95% MIN.
6. TRENCH SOIL COMPACTION TO BE 90% MIN.
7. SLAB FINISH TO BE STEEL FLOAT HARD TROWEL BURNISHED
FINISH.
8. THE GENERAL CONTRACTOR TO MAINTAIN A CLEAN FLOOR
SLAB. ALL TRUCKS AND EQUIPMENT TO BE DIAPERED.
9. ALL CONSTRUCTION MARKINGS SHALL BE REMOVED FROM
THE FLOOR SLAB PRIOR TO SEALING.
10. SEE 6/AD2.1 FOR SLAB PATCHING DETAIL.
11. PROVIDE 10' -0" WIDE PERIMETER FLOOR POUR -STRIPS AT ALL TRUCK DOCK WALLS AND 5' -0" WIDE AT ALL OTHER
WALLS UNLESS NOTED OTHERWISE ON STRUCTURAL
DRAWINGS. NO UNDERGROUND PIPING, CONDUITS, ETC
ALLOWED IN POUR -STRIPS AT DOCK DOORS TO ALLOW FOR
CURRENT OR FUTURE RECESSED DOCK LEVELERS.
12. ALL FLOOR SLAB NAIL OR BRACE FRAME HOLES TO BE FILLED WITH APPROVED 2 -PART EPOXY COMPOUND TO MATCH
CONCRETE COLOR. PEGA BOND LV 2000, BURKE EPOXY
INJECTION RESIN OR =.
13. ALL FLOOR SLAB PANEL FORM NAIL HOLES TO BE
PREDRILLED AND WOOD DOWELED PRIOR TO NAILING.
BRACE HOLES TO BE PREDRILLED.
14. CHAMFER AND REVEAL STRIPS ATTACHED TO THE FLOOR
SLAB MUST BE PROPERLY PATCHED PRIOR TO SEALING THE
FLOOR SLAB.
1.1 2.1 3.1 4.1 5.1
B.1
C.1
D.1
E.1
6.1 F.1
60'-0" 40'-0" 60'-0" 60'-0" 60'-0"
280'-0"
44'-4"
56'-0"
56'-0"
56'-0"
43'-0"
OFFICE AREA
2,000 S.F.
GROUND LEVEL
1,200 S.F.
MEZZANINE
LEVEL
OFFICE AREA
2,000 S.F.
GROUND LEVEL
1,200 S.F.
MEZZANINE
LEVEL
37'-4"
8'-0"
28'-0"
28'-0"
26'-0"
26'-0"
71'-6"
30'-6"
18'-0" 26'-0" 30'-0" 30'-0" 26'-0" 20'-6" 26'-0" 26'-0" 21' -6" 10'-0" 60'-0" 40'-0" 60'-0" 60'-0" 60'-0"
290'-0"
401 407
408
408
408
408
3'-4" 3'-0"
201
ELECTRICAL
ROOM
2 A2_1
3 A2_1
407
407
407
407
407
407
A.1
254'-6"
16'-0"
3'-0" 7'-0"
12'-0"
26'-0"
26'-0"
7'-6"
1 5
401 TYP
201
TYP
7 6
8 10
2 4
3 255' - 4"
30'-0" 26'-0" 27'-0" 27'-0" 30'-0" 30'-0" 27'-0" 22'-0" 5'- 0" 26'-0" 10'-0" 28'-4"
10'-2"
22'-0"
28'-0"
28'-0"
28'-0"
32'-0"
26'-0"
26'-0"
26'-0"
10"
43'-6"
56'-0"
56'-0"
56'-0"
43'-0"
3'-4"
3'-0"
19'-8"
3'-6"
12'-0"
10'-6"
20'-0"
3'-0"
3'-0"
17'-0"
3'-0"
2'-0"
BUILDING 1
73,147 SF
±18'-2"
26'-0"
24'-0"
4'-6"
5'-0"
4'-0"
30'-0"
6'-0"
12'-0"
8'-0"
3'-0"
33'-6"
10"
C.1
D.1
6.1 9'-0"
5'-0"
9'-0"
2'-6"
2'-6"
9'-0"
5'-0"
9'-0"
2'-6"
2'-6"
9'-0"
5'-0"
9'-0"
2'-6"
2'-6"
9'-0"
5'-0"
9'-0"
2'-6"
2'-0"
3'-0"
39'-0"
56'-0"
408
TYP.
28'-0"
28'-0"
28'-0"
1.1 D.1
D.2
408
TYP.
28'-0"
28'-0"
2'-9"
9'-0"
5'-0"
9'-0"
2'-3" 2'-6"
9'-0"
5'-0"
9'-0"
2'-6" 2'-6"
9'-0"
PROJECT
1/28/2025 1:31:44 PM
4TH PLANNING SUBMITTAL
A21-2181
RIALTO, CA
01.28.2025
A2_1
GROUND
LEVEL FLOOR
PLAN_BUILDING
1 IBG VALLEY BLVD
PROJECT
1/28/2025 1:31:44 PM
4TH PLANNING SUBMITTAL
A21-2181
RIALTO, CA
01.28.2025
A2_1
GROUND
LEVEL FLOOR
PLAN_BUILDING
1 IBG VALLEY BLVD
KEYNOTES
FLOOR PLAN LEGEND
FLOOR PLAN GENERAL NOTES
FLOOR SLAB GENERAL NOTES
201 STRUCTURAL BUILDING COLUMN.
401 PAINTED CONCRETE TILT-UP WALL PANEL.
407 PAINTED HOLLOW METAL PEDESTRIAN DOOR.
408 STEEL SECTIONAL OVERHEAD DOOR.
1/16" = 1'-0" 1 PROPOSED BUILDING FLOOR PLAN_B1
1/8" = 1'-0" 2 DOCK DOOR SPACING 1 (B-1)
1/8" = 1'-0" 3 DOCK DOOR SPACING 2 (B-1)
EXTERIOR CONCRETE TILT -UP WALL PANEL
OR INTERIOR CONCRETE TILT -UP MEZZANINE
SHEAR WALL PANEL. SEE STRUCTURAL
DRAWINGS FOR ADITIONAL INFORMATION
STOREFRONT GLAZING SYSTEM. SEE
ENLARGED FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR ADDITIONAL INFORMATION
METAL STUD NON BEARING PARTITION WALL.
SEE ENLARGED FLOOR PLANS & WALL TYPE
SCHEDULE FOR ADDITIONAL INFORMATION
STRUCTURAL BUILDING COLUMNS
WOOD STUD BEARING WALL. SEE ENLARGED
FLOOR PLANS & WALL TYPE SCHEDULE FOR
ADDITIONAL INFORMATION.
PROVIDE VAPOR BARRIER UNDER
PROPOSED AND OR FUTURE OFFICE AREA
FLOOR SLAB. EXTEND MIN 40'-0" BEYOND
T.I. AREA OR AS DIMENSIONED ON THE
FLOOR PLAN. SEE 4/AD1.0
FIRE SPRINKLER RISER. SEE FIRE
PROTECTION PLANS AND 7/AD5.0.
DOOR TAG. SEE SHEET A8.0 FOR DOOR
SCHEDULE
WINDOW TAG. SEE SHEET A8.0 FOR
WINDOW SCHEDULE
WALL TAG
0000
A
STOREFRONT TAG. SEE SHEETS A8.0.1 &
A8.0.2 FOR STOREFRONT SCHEDULE
00 000
1. THE FLOOR SLAB THICKNESS TO BE X". SEE STRUCTURAL
DRAWINGS FOR ADDITIONAL REQUIREMENTS.
2. THE FLOOR SLAB TO BE CLASS V PER ACI 302 -1R -04 TABLE 21.
3. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE
OWNER WHETHER OR NOT TO PROVIDE JOINT FILLER AT THE
FLOOR SLAB CONTROL AND CONSTRUCTION JOINTS.
4. SLOPE POUR STRIPS @ EXTERIOR PEDESTRIAN AND
OVERHEAD DOORS. SEE 5, 7, & 10/AD4.1.CRANES, CONCRETE
TRUCKS, AND SIMILAR HEAVY EQUIPMENT ARE PROHIBITED
ON THE FLOOR SLAB DURING CONSTRUCTION.
5. BELOW FLOOR SLAB SOIL COMPACTION TO BE 95% MIN.
6. TRENCH SOIL COMPACTION TO BE 90% MIN.
7. SLAB FINISH TO BE STEEL FLOAT HARD TROWEL BURNISHED
FINISH.
8. THE GENERAL CONTRACTOR TO MAINTAIN A CLEAN FLOOR
SLAB. ALL TRUCKS AND EQUIPMENT TO BE DIAPERED.
9. ALL CONSTRUCTION MARKINGS SHALL BE REMOVED FROM
THE FLOOR SLAB PRIOR TO SEALING.
10. SEE 6/AD2.1 FOR SLAB PATCHING DETAIL.
11. PROVIDE 10' -0" WIDE PERIMETER FLOOR POUR -STRIPS AT ALL TRUCK DOCK WALLS AND 5' -0" WIDE AT ALL OTHER
WALLS UNLESS NOTED OTHERWISE ON STRUCTURAL
DRAWINGS. NO UNDERGROUND PIPING, CONDUITS, ETC
ALLOWED IN POUR -STRIPS AT DOCK DOORS TO ALLOW FOR
CURRENT OR FUTURE RECESSED DOCK LEVELERS.
12. ALL FLOOR SLAB NAIL OR BRACE FRAME HOLES TO BE FILLED WITH APPROVED 2 -PART EPOXY COMPOUND TO MATCH
CONCRETE COLOR. PEGA BOND LV 2000, BURKE EPOXY
INJECTION RESIN OR =.
13. ALL FLOOR SLAB PANEL FORM NAIL HOLES TO BE
PREDRILLED AND WOOD DOWELED PRIOR TO NAILING.
BRACE HOLES TO BE PREDRILLED.
14. CHAMFER AND REVEAL STRIPS ATTACHED TO THE FLOOR
SLAB MUST BE PROPERLY PATCHED PRIOR TO SEALING THE
FLOOR SLAB.
1. WHERE A MEZZANINE OCCURS AND A 1" TOPPING IS
CALLED OUT FOR IN THE STRUCTURAL DRAWINGS,
PROVIDE A 1" THICK TOPPING OF GYP -CRETE 2000 WITH A
MINIMUM STRENGTH OF 2,500 PSI.
2. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE
DEPARTMENT AND THE CBC/CFC. REQUIREMENTS AND
LOCATIONS TO BE DETERMINED IN THE FIELD BY THE FIRE
DEPARTMENT INSPECTOR.
3. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS
SHALL BE SEALED WITH APPROVED FIRE CAULKING. SEE
SHTS AD2.3, & AD2.4.
4. U.O.N., ALL DIMENSIONS TO CONCRETE WALLS ARE EITHER
TO THE CENTER (SHOWN WITH A CENTERLINE) OR FACE OF
THE WALL. ALL DIMENSIONS TO FRAMED WALLS ARE
EITHER TO THE CENTER OF THE WALL FRAMING (SHOWN
WITH A CENTERLINE) OR FACE OF THE WALL FINISH.
5. PROVIDE ILLUMINATED AND TACTILE EXIT SIGNAGE. SEE
EXITING & SIGNAGE PLANS.
6. SEE CIVIL DRAWINGS FOR ALL UTILITY POINTS OF
CONNECTION. GENERAL CONTRACTOR TO VERIFY
LOCATIONS.
7. PROVIDE PIPE BOLLARD PROTECTION POSTS @ FIRE
RISERS & ELECTRICAL GEAR AS REQUIRED BY THE
ELECTRICAL AND FIRE PROTECTION PLANS. SEE 7/AD5.0
FOR ADDITIONAL INFORMATION.
8. FOR REQUIRED LANDINGS @ ACCESSIBLE DOORS, SEE
11/A0.2.1.
9. NO SMOKING IS ALLOWED WITIHN 25' OF ALL BUILDING
ENTRANCES, PER GREEN BUILDING STANDARD CODE
DIVISION 5.504.7. POST REQUIRED SIGNAGE.
10. U.O.N @ INTERIOR PARTITIONS, FINISHED HINGE SIDE OF JAMB TO BE 6" FROM FINISHED SURFACE OF INTERSECTING
WALL.
1.2 2.2 3.2 4.2 6.2
71'-0" 56'-0" 56'-0" 81'-0"
264'-0"
196'-0"
40'-0"
50'-0"
50'-0"
53'-0"
13'-0"
26'-0"
26'-0"
26'-0"
41'-6"
30'-3"
30'-3"
3'-0"
15'-0" 26'-0" 26'-0" 26'-0" 26'-0" 26'-0" 25'-7" 26'-5" 26' -0" 26'-0" 15'-0" 71'-0" 112'-0" 81'-0"
264'-0"
15'-0" 28'-0" 28'-0" 28'-0" 28'-0" 26'-0" 22'-6" 22'-1" 26' -5"
OFFICE AREA
2,000 S.F.
GROUND LEVEL
1,200 S.F.
MEZZANINE
LEVEL
A.2
B.2
C.2
D.2
E.2
407
408
407
ELECTRICAL
ROOM
BUILDING 2
46,758 SF 201
2 A2_2
407
407
407
30'-0" 10'-0"
3'-0"
7'-0"
30'-0"
18'-0"
22'-0"
5'-0"
22'-0"
22'-0"
27'-0"
22'-0"
18'-0"
3 4
5 7
8 63'-6"
132'-6"
196'-0"
56'-0"
50'-0"
50'-0"
40'-0"
2'-8"
3'-0"
16'-4"
8'-0"
3'-0" 7'-0"
7'-6"
3'-0"
11'-6"
6'-0"
6'-0"
6'-0"
3'-0" 3'-0" 16'-6" 5'-6" 12'-0" 5'-6"3'-0"
2'-0"
20'-0"
3'-0"
3'-0"
20'-0"
3'-0"
18'-6"
3'-0"
3'-0"
3'-0"
3'-0"
A1_5 3
1 2
6 1.2 2.2
71'-0"
15'-0" 28'-0" 28'-0"
3'-6" 9'-0" 2'-6" 2'-6" 9'-0" 5'-0" 9'-0" 2'-6" 2'-6" 9'-0" 5 '-0" 9'-0" 2'-6"
PROJECT
1/28/2025 1:31:47 PM
4TH PLANNING SUBMITTAL
A21-2181
RIALTO, CA
01.28.2025
A2_2
GROUND
LEVEL FLOOR
PLAN_BUILDING
2 IBG VALLEY BLVD
KEYNOTES
FLOOR PLAN LEGEND
FLOOR PLAN GENERAL NOTES
FLOOR SLAB GENERAL NOTES
201 STRUCTURAL BUILDING COLUMN.
407 PAINTED HOLLOW METAL PEDESTRIAN DOOR.
408 STEEL SECTIONAL OVERHEAD DOOR.
1/16" = 1'-0" 1 PROPOSED BUILDING FLOOR PLAN_B2
1/8" = 1'-0" 2 DOCK DOOR SPACING (B-2)