0304-339 (SFD)Tit�t440"
P.O. BOX 1504 TEL 760-777-7012
78-495 CALLE TAMPICO INSPECTION REQUESTS
LA QUINTA, CALIFORNIA 92253 760-777-7153
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SPI-CTRON RFCORD
OPERATION DATE I INSPECTOR
BUILDING APPROVALS
OPERATION
DATE INSPECTOR
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
-t7
Exhaust Fans
O.K. to Wrap
Q
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lam
Final
Final
POOLS - SPAS
BLOCKWALL APPROVALS
steel
Set Backs
Electric Bond
Footings
Main Drain
Bunn Seam,
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Unes
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping
Gas Test
Appliances
Final
COMMENTS:
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F,I,
Smoke Detectors
Temp. Use of Power
r 6
Final
Ulility Notice (Perm)
CONCORDE CONSULTING GROUP, INC
3505 CAMINO DEL RIO SOUTH, # 350
SAN DIEGO, CALIFORNIA 92108
PHONE:619/516-337 FAX:619/516-3388
May 18, 2003
To:
Antonio Santa Maria
Santa Maria and Associates
44-100 Monterey Ave, # 201 B
Palm Desert, CA 92260
Re: Lots 20/22/23/19/21, La Quinta, California
Dear Antonio:
COPY
This note is to confirm that the following substitutions can be made for shear walls with panels on both
sides. Please note that this will affect studs, top plates and sill plates.
Item # 1 — Use Type 9 shear wall instead of two sided Type 1 shear wall
Item # 2 — Use Type 12 shear wall instead of two sided Type 2 shear wall
Please call me if you have any questions
Thanks
Kripanarayanan
CLIP
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E=xp 6103
`� �`?F CA1-�i
CONCORDE CONSULTING GROUP, INC.
ENGINEEERING & CONSTRUCTION MANAGEMENT
3505 CAMINO DEL RIO SOUTH, # 350
SAN DIEGO, CA 92108
PH: (619) 516-3377 FAX: (619) 516-3388
MEMORANDUM/FAX COVER SHEET
TO: FROM:
A & M CONSTRUCTION KRIPA
COMPANY DATE:
09/02/03
FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER:
760/564-0406 1
PHONE NUMBER:
RE: SITE VISIT 8/27/03
SENDER'S REFERENCE NUMBER:
YOUR REFERENCE NUMBER:
X URGENT X FOR REVIEW X PLEASE COMMENT X PLEASE REPLY ❑ PLEASE RECYCLE
notes/Comments
PROJECT SITE ADDRESS: Lot # 7 — 51-665 Eisenhower Drive, La Quinta, California
THIS NOTE IS TO CONFIRM THAT SUBJECT TO THE CORRECTION OF THE FOLLOWING
ITEMS, THE FRAMING IS IN GENERAL CONFORMANCE WITH CONSTRUCTION
DOCUMENTS:
1. HOLDDOWNS APPEAR TO BE MISSING FROM THE SOUTH WALL OF EACH OF THE
HOUSES AT THE INTERIOR LOCATIONS. IF THESE ARE CALLED OUT, PLEASE USE
5/*" DIA EPDXYED THREADED BARS WITH MINIMUM EMBEDMENT OF 6".
PROVIDE SPECIAL INSPECTION FOR THIS WORK
2. THE GABLE TRUSSES OVER THE GARAGE ON THE EAST SIDE DOES NOT HAVE
CONNECTORS AT THE BEAM> PLEASE PROVIDE A35 AT 12" ON CENTER
3. THERE ARE SEVERAL AREAS WHERE THE TRUSSES HAVE NOT BEEN BLOCKED AT
THE TOP PLATE LINE. PLEASE ENSURE THAT THE BLOCKING IS COMPLETED AND
THERE A35 CONNECTORS (MINIMUM OF 1/BLOCK)
EXCEPT FOR THE ABOVE, FRAMING IS IN GENERAL CONFO ECG 4V]
INTENT ,Zr� 4
THANKS
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