HomeMy WebLinkAbout2355 CAMINO VIDA ROBLE; BLDG 4; 84-156-4; PermitLENDER
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DECLARATIONS
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CALL FOR FINAL INSITEMS ABOVECO*
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Citp of Carlsfaab
REQUEST FOR INSPECTION RECORD
INSPECTOR
OWNER
ADDRESS
OUNDATION D FOOTING 4/^LAB
REINFORCING STEE
MASONRY
GROUT - GUNITE
FLOOR AND CEILING SUB FRAME
SHEATHING 71 ROOF ; SHEAR
FRAME
EXTERIOR LATH
INSULATION
INTERIOR LATH OR DRYWALL
FINAL
PLUMBING
\" UNDERGROUND PLUMBING
SEWER AND PL/CO
1 TOP OUT PLUMBING
! TUB OR SHOWER PAN
I GAS TEST
[ WATER HEATER
[1 SOLAR WATER
n FINAL
TEMPORARY SERVICE
UFFER GROUND
ELECTRIC UNDERGROUND
ROUGH ELECTRIC
POOL BONDING
ELECTRIC SERVICE
INAL
MISCELLANEOUS
CONDITIONED AIR SYSTEMS
7.. SOLAR HEAT
;: PATIO
7-} POOL D SPA
n SIGN
D GRADING
1 1 DRIVEWAY
D FINAL
INSTRUCTIONS
Ready For Inspection: n Monday
D A.M. D P.M.
D Tuesday Wednesday n Thursday D Friday
dtp of Cartebab
REQUEST FOR INSPECTION RECORD
TIME:
INSPECTOR PFRMITNO £> » < *•* ^ T nATF- £ / J? ^7
OWNER
REQUESTED BY /tf^-cu-tf-L^ LOjJLtsb-^ PHONFNO *T 3 5*"" O ~7 0 ff
PERSON TAKING REPORT .J-^^^
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[ 1 GROUT -GUNITE
P FLOOR AND CEILING SUB FRAME
D SHEATHING D ROOF D SHEAR
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13 EXTERIOR LATH
fi INSULATION
P INTERIOR LATH OR DRYWALL
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ELECTRICAL
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PLUMBING
[' UNDERGROUND PLUMBING
I I SEWER AND PL/CO
['I TOP OUT PLUMBING
C TUB OR SHOWER PAN
U GAS TEST
M WATER HEATER
n SOLAR WATER
n FINAL
MISCELLANEOUS
n CONDITIONED AIR SYSTEMS
[J SOLAR HEAT
C PATIO
D POOL n SPA
n SIGN
n GRADING
D DRIVEWAY
0 FINAL
SPECIAL INSTRUCTIONS
Ready For Inspection: G Monday
D A.M. D P.M.
D Wednesday D Thursday n Friday
TO
ROBERT PRATER ASSOCIATES
Consulting Soil, Founda^
ft Geological Enginee '
10505 Roselle Street
SAN DIEGO, CALIFORNIA 92121
(714) 453-5605
THE FOLLOWING WAS NOTED:
JOB NO
LOCATrON
CONTRACTOR
WEATHER •at
°at
PRESENT AT SITE
I have inspected the materials exposed in the footing excavations for the
subject building(s). The materials consist essentially of
AM
PM
as anticipated in our Investigation- report. Accordingly,
it is our opinion that the footing excavations have been carried to the proper
depth and that the materials exposed are suitable for the support of footings
designed in accordance with the recommendations presented in the OG
investigation report for the project dated 2-8 >
Our services consist of professional opinions and recommendations made in
accordance with generally accepted geotechnical engineering principles and
practices. This warranty is in lieu of all other warranties either express or
implied.
I*•&-
COPIES TO
. Gioton Mjii OUSO
SIGNED,
CONEER ENGINEERING
September 18, 1984
City of Carlsbad Building Dept.
1200 Elm
Carlsbad, CA 92008
Attention: Mr. Mer Camero
SUBJECT: Palomar Airport Office Park
Dear Mr. Camero:
The question arose whether the 3 #9 bars shown in Detail 21/S-19
need additional anchorage.
The beam in question supports horizontal loads such as wind or
earthquake loads. It is a simple supported beam spanning, typic-
ally, between vertical column/beams. These supporting elements
in turn span from floor to roof.
Our horizontal simple beam requires that the bars extend a mini-
mum of 6" into their supports. These spandrel beams can not tear
loose from their supports.
We conclude the support of the spandrel beam is okay as is.
Sincerely,
CONEER ENGINEERING
Kurt Pfiziimaier
EARL H. VOSSENKEMPER WILLIAM O. EVERS
ASSOCIATE: I. K. SALAMEH
CiVIl FNHINFFR.S 77112 CONVOY COURT. SA1^ DIEGO CA! IFORNIA q?111 TFI FPHnwr /-i^ ->-^_-)->cr>