HomeMy WebLinkAboutBLD-2024-2646_JobCard.pdfCITY OF CUPERTINO - BUILDING DIVISION
10300 TORRE AVENUE • CUPERTINO, CA 95014-3255
PHONE 408-777-3228 • WWW.CUPERTINO.ORG/ACCELA
JOB CARD
THIS CARD MUST BE POSTED AT A LOCATION VISIBLE FROM THE STREET FRONTAGE ON SITE OF THE STRUCTURE
BEING PERMITTED AND IS NOT TO BE REMOVED UNTIL BUILDING FINAL.
A HARD -COPY OF THE APPROVED PLANS AND DOCUMENTS SHALL BE KEPT AT THE SITE OF WORK.
Permit No: BLD-2024-2646
Building Address: 7902 FESTIVAL CT Cupertino
Job Description:
Issued Date: 07/24/2025
Contractor: BELLA CASA BUILDERS INC
1ST FLOOR ADDITION (330 SF) - (N) LIVING ROOM, FOYER, PANTRY POWDER ROOM; (N) STAIRCASE 2ND FLOOR
ADDITION (564 SF) - BEDROOMS (2) AND BATHROOM (1)
EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS THE WORK ON THE SITE AUTHORIZED BY SUCH PERMIT IS COMMENCED WITHIN 12 MONTHS AFTER ITS ISSUANCE, OR IF THE
WORK AUTHORIZED ON THE SITE BY SUCH PERMIT IS SUSPENDED OR ABANDONED FOR A PERIOD OF 12 MONTHS AFTER THE TIME THE WORK IS COMMENCED.
*PLEASE REFER TO QR CODE FOR ANY REVISIONS OR UPDATED INFORMATION
ROMIG
ENGINEERS
1390 El Camino Real, 2nd Floor
San Carlos, California 94070
(650) 591-5224
DAILY PROGRESS REPORT
Page 1 of 4
Project Name
Eswar-Venkataraman
Project No. 6695-1
Residence Addition
Site Address
7902 Festival Court,
Report 2
Cupertino
Sequence No.
Weather
Clear, Cool to Warm
Date 8/22/2025
Purpose of Visit
Subgrade Preparation
Project Activity Soil Subgrade for Patio Equipment In Jumping Jack
Use Compactor, Nuclear
Today Area
Gauge, Hand Tools
Comments
Met with the crew to observe and test the soil subgrade for the patio. See page 2 for field density
test, page 3 for marked -up site plan, and page 4 for photos.
Upon arrival, the soil subgrade for the patio was completed where highlighted in green on page
4. The soil subgrade appeared well compacted and probed very stiff. Two field density tests were
conducted and results yielded at least 90 percent relative compaction and near optimum
moisture content as recommended in our geotechnical report. From a geotechnical standpoint,
the soil subgrade may receive at least 6 inches of Class 2 aggregate base rock.
A member of our staff should return to observe and test at least 6 inches of Class 2 aggregate
base rock for the patio area.
Next Visit Comments
Aggregate Base Rock for Patio
NOTE: PLEASE NOTIFY US 48 HOURS IN ADVANCE OF ANY EARTHWORK OR FOUNDATION
CONSTRUCTION TO BE OBSERVED
Client
General
Contractor
Copy To
Kalluri Eswar,
Contractor
Contact
Report By Tin Le
ROMIG
ENGINEERS
1390 El Camino Real, 2nd Floor
San Carlos, California 94070
(650) 591-5224
Eswar-Venkataraman Residence Addition 6695-1
ASTM D6938 - Soil In -place Density Tests
DEPTH
LAB
DATE OF
TEST
OF
SELOA
�I t URi=
GU aiC.
MAXIMUM
t 1 UN'
C04vt
TEST
NO.
FILL
BENCHMARK
BENCHMARK DENSITY
( i�)
C'OMPACIION - _
yip . ..,.
SOUR -
(FEET)
(FEET)
8(22/2025
1
0
0
Subgrade 119.3
12.7
95.4 90 ONear
125
11.3
Near Surf See site plan
8/22/2025
2
0
0
Subgrade 118.5
12.9
94.8 Above
125
11.3
Near Surf See site plan
IS -5
J. 31 J.
I
1
NEW PREFAB BAY WNDW INSTALLED
ADDS PLYWOOD TO EXISTING
CONVENTIONAL WINDOW
NALL FOR A BRACED WALL LINE
OPENING, SAD FOR MORE INFO.
OPENING. SA
EXISTING IS LIKELY STUCCO
1
I
)IRECT TO WALL STUD)
4
INCREASE (E) WIN
410 HT BY I'-0°---4
96_
(D) 6'-0' \ (N) WIN
`� BAY WIN
I
I
i I—
p
—
(E) FOUNDATION TO RFMAIN
(E)CRAWL SPACE I9
GRADE TO BO 2x6
UNLESS OTHERWISE SPECIFIED
Ci
2
OTLN WALL ABOVE
Gg
i
a
2
I
NON -REARING PARTEONS FLOOR
Ss.1 TYP U
6/
"'
MAY BE SUPPORTED 01 PSF
DIRECTLYONSUBFLOOR L40 PSF
WrMID'BLDCKING
—EXIST 12" SQ PADS
1
'
6 lls f
(E)4x6
E'
3 fy
4
(E)2x6 T&G
FNDN
(E)C.S. ...
1'-6' ACCESS
p�
(E)1'-0"
3
FTG 3
FNDN
ro
I
CRAWLSPACE
L
THRU-OUT
I
5
VENT ALI
AROUND
TYPE
5
{ ----a---- - - -- FE- ----------- ----- -�_ --
6 123
INF11.L WIN 6'-0' m
s1�I ti
---ate- ---�-- - --� ,� -
CRAWISPACE
FLOOR
TIE -INTO (E) FNDN
DET 6/S5A I"
EXIST GARAGE
SLAB ON GROUND
2 ` NO WORK
2x6@16'w/
D8PSF
3" STUCCO &
L 40 PSF
L
I,6�
5/8'INTGB
5o
D 15 PSF
I
NEW PREFAB BAY WNDW INSTALLED
PORCH SLAB:
IN A CONVENTIONAL
WINDOW MIN 4' THICK SLAB ON GROUND
OPENING,
SAD FOR MORE INFO. WITH #3 @ I8' OC EACH WAY
OVER 6' CLASS 2 BASE (LSOLATED
FROM HOUSE FOUNDATION).
PROVIDE THICKENED EDGES, DET
5
---------------
41/S5. 1, PERGEOTECHNICAL -
REQUIREMENT.
Observed and tested soil subgrade
Previously observed foundation
excavation
Page 3
;/•----
:;:
/ 1 '
ROMIG
ENGINEERS
DAILY PROGRESS REPORT
1390 El Camino Real, 2nd Floor
San Carlos, California 94070
(650) 591-5224
Page 1 of 3
Project Name Eswar-Venkataraman Project No. 6695-1
Residence Addition
Site Address 7902 Festival Court, Cupertino Report Sequence 1
No.
Weather Clear, Warm to Hot Date 8/13/2025
Purpose of Visit Earthwork Construction
Project Activity Foundation Excavations for Equipment In Use Hand Tools
Today Residence Addition
Comments
Met with Rich Nuti from Bella Casa Builders and the crew to observe the foundation excavations for the
residence addition. See page 2 for a marked up site plan and page 3 for photos.
Upon arrival, the foundation excavations for the residence addition where completed where highlighted in
green on page 2. The bottoms of the foundation excavations were generally cleaned of loose soil and
debris and probed very stiff. The foundation excavations generally measured at least 18 inches wide, at
least 24 inches below the exterior grade, and at least 15 inches below the interior crawl -space grade, as
specifed on the project plans. From a geotechnical standpoint, the foundation excavations may receive
reinforcing steel and concrete.
While on site, we collected a bulk soil sample to generate a laboratory maximum dry density and optimum
moisture content for the soil subgrade compaction of the porch area. We requested the contractor to
scarify, moisture condition and compacted the soil prior to testing.
A member of our staff should return to observe and test the soil subgrade for the porch area where
highlighted in red on page 2.
Next Visit Comments
Soil Subgrade for Porch Area
NOTE: PLEASE NOTIFY US 48 HOURS IN ADVANCE OF ANY EARTHWORK OR FOUNDATION CONSTRUCTION
TO BE OBSERVED
Client Contractor Rich Nuti, Bella Casa
Kalluri Eswar,
Builders
General
Contractor
Copy To
Contact
Report By Tin Le
V'