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 WITHIN 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 ADDITIONAL 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
FLOOR SLAB CONTROL AND CONSTRUCTION JOINTS.
4. SLOPE POUR STRIPS @ EXTERIOR PEDESTRIAN AND
OVERHEAD DOORS. SEE 5, 7, & 10/AD4.1.
5. CRANES, CONCRETE TRUCKS, AND SIMILAR HEAVY
EQUIPMENT ARE PROHIBITED ON THE FLOOR SLAB DURING
CONSTRUCTION.
6. BELOW FLOOR SLAB SOIL COMPACTION TO BE 95% MIN.
7. TRENCH SOIL COMPACTION TO BE 90% MIN.
8. SLAB FINISH TO BE STEEL FLOAT HARD TROWEL BURNISHED
FINISH.
9. THE GENERAL CONTRACTOR TO MAINTAIN A CLEAN FLOOR
SLAB. ALL TRUCKS AND EQUIPMENT TO BE DIAPERED.
10. ALL CONSTRUCTION MARKINGS SHALL BE REMOVED FROM
THE FLOOR SLAB PRIOR TO SEALING.
11. SEE 6/AD2.1 FOR SLAB PATCHING DETAIL.
12. 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.
13. 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 =.
14. ALL FLOOR SLAB PANEL FORM NAIL HOLES TO BE
PREDRILLED AND WOOD DOWELED PRIOR TO NAILING.
BRACE HOLES TO BE PREDRILLED.
15. CHAMFER AND REVEAL STRIPS ATTACHED TO THE FLOOR
SLAB MUST BE PROPERLY PATCHED PRIOR TO SEALING THE
FLOOR SLAB.
1 1
2 2
3 3
4 4
5 5
AA
BB
CC
DD
EE
6 6
7 7
8 8
9 9
10 10
11 11
F
470' - 0"
37' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 17' - 0" 45' - 0" 60' - 0" 60' - 0" 60' - 0" 65' - 0"
290' - 0"
470' - 0"
37' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 52' - 0" 17' - 0" 245' - 0"
60' - 0" 60' - 0" 60' - 0" 65' - 0"
30' - 0" 30' - 0" 25' - 8" 26' - 0" 26' - 0" 52' - 0" 26' - 0" 26' - 0" 26' - 0" 22' - 4" 89' - 0" 21' - 0" 30' - 6" 26' - 6" 26' - 0" 26' - 0" 26' - 0" 30' - 0" 30' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 29' - 0" 52' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 17' - 0" 7' - 9" 23' - 4" 4' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 25' - 7" 20' - 10" 25' - 7" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 201
ELECTRICAL
ROOM
14 DOCK - HI DOORS
407 401 404
2 A2
TYP.
8' - 6" 3' - 0" 14' - 6" 21' - 0"
3' - 0"
5' - 0"
16' - 6"
3' - 0"
6' - 6" 5' - 0"
3' - 0"
18' - 0"
18' - 7"
3' - 0"
4' - 0"
20' - 1"
26' - 0"
26' - 0"
25' - 11"
18' - 7"
BUILDING
131,625 SF
30' - 0"
3' - 0"
3' - 0"
3' - 0"
19' - 0"
3' - 0"
4' - 0" 4' - 0"
3' - 0"
9' - 0"
3' - 0"
14' - 0"
4' - 2" 3' - 0"
18' - 9"
OFFICE AREA
3,000 SF
GROUND LEVEL
4,500 SF
MEZZANINE LEVEL
228 228
9' - 0"
3' - 0"
14' - 0"
17' - 0"
3' - 0"
6' - 0" 9' - 0"
3' - 0"
18' - 6"
A4.2
1 A4.2
3 A4.2 2
5 E
6 7 8 9
F
52' - 0" 52' - 0" 52' - 0" 52' - 0"
2' - 6"
3' - 0"
5' - 0" 12' - 0" 3' - 6"
2' - 0"
9' - 0" 4' - 0" 9' - 0" 2' - 0"
2' - 0"
9' - 0" 4' - 0" 9' - 0" 2' - 0"
2' - 0"
9' - 0" 4' - 0" 9' - 0" 2' - 0"
2' - 0" 3' - 0"
3' - 6" 4' - 0"
2' - 6"
9' - 0" 2' - 0"
2' - 0"
9' - 0" 4' - 0" 9' - 0" 2' - 0"
2' - 0"
9' - 0" 4' - 0" 9' - 0" 2' - 0"
2' - 0"
9' - 0" 4' - 0" 9' - 0" 2' - 0"
2' - 0" 3' - 0"
3' - 6" 4' - 0"
2' - 6"
9' - 0"
2' - 0"
150 407 150 408 437
8.33 % MAX 8.33 % MAX
22' - 6" 22' - 6"
45' - 0"
3' - 0"
26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" RAMP 150
8' - 3" 6' - 0" 8' - 3" 8' - 3" 6' - 0" 8' - 3"
58' - 6" RAMP
LANDING
6' - 6"
65' - 0"
23' - 0" RAMP
LANDING
5' - 0" 24' - 6" RAMP
LANDING
6' - 0"
CURB
6' - 0"
NORTH
PROJECT
7/25/2023 2:45:48 PM
5th PLANNING SUBMITTAL
A21-2283
RIALTO, CA
07.25.2023
A2
GROUND
LEVEL FLOOR
PLANS
PATRIOT PARTNERS - ALICE AVE
NORTH
PROJECT
7/25/2023 2:45:48 PM
5th PLANNING SUBMITTAL
A21-2283
RIALTO, CA
07.25.2023
A2
GROUND
LEVEL FLOOR
PLANS
PATRIOT PARTNERS - ALICE AVE
KEYNOTES
FLOOR PLAN LEGEND
FLOOR PLAN GENERAL NOTES
FLOOR SLAB GENERAL NOTES
150 STEEL PIPE BOLLARD PROTECTION POST.
201 STRUCTURAL BUILDING COLUMN.
228 THIS WALL TO BE 3-HOUR FIRE RATED. SEE 3/AD3.0 F OR PARAPET DETAIL. SEE DOOR SCHEDULE FOR RATED DOOR
ASSEMBLIES. SEE 1/AD4.2 FOR FIRE RATED PANEL JOINT
DETAIL.
401 PAINTED CONCRETE TILT-UP WALL PANEL.
404 PANEL JOINT.
407 PAINTED HOLLOW METAL PEDESTRIAN DOOR.
408 STEEL SECTIONAL OVERHEAD DOOR.
437 DOCK BUMPER.
1" = 30'-0" 1 PROPOSED BUILDING FLOOR PLAN
1" = 10'-0" 2 TYPICAL DOCK DOOR SPACING