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CD ROUGH PLUMBING
CD TOP OUT PLUMBING
CD SEWER AND PL/CO
CD TUB OR SHOWER PAN
CD GAS TEST
CD WATER HEATER
CD FINAL
MISCELLANEOUS
CD PLENUM AND DUCTS
CD COMBUSTION AIR
CD PATIO
CD SIGN
CD GRADING
CD DRIVEWAY
CD CONDITIONED AIR SYSTEMS
CD REFER PIPING
CD FINAL
READY FOR INSPECTION
SPECIAL INSTRUCTIONS
DMONDAY
a AM
DPM
D TUESDAY D WEDNESDAY D THURSDAY
REQUESTED BY PHONE NO
PERSON TAKING REPORT.
o
//of-
REQUEST FOR INSPECTION
INSPECTOR
BUILDING
CH FOUNDATION
CD REINFORCING STEEL
CD MASONRY
CD GROUT-GUNITE
d FLOOR AND CEILING FRAME
d SHEATHING
Q FRAME
0 EXTERIOR LATH
CD INSULATION
L3 INTERIOR LATH OR DRYWALL
a FINAL
PLUMBING
CD UNDERGROUND PLUMBING
CD UNDERGROUND WATER
CD ROUGH PLUMBING
CJ TOP OUT PLUMBING
a SEWER AND PL/CO
CH TUB OR SHOWER PAN
C] GAS TEST
Cl WATER HEATER
a FINAL
READY FOR INSPECTION Q MONDAY
QAM
DPM
SPECIAL INSTRUCTIONS.
ELECTRICA
MPOftAR\«RVICE
ELECTRlCrtNDERGROUND
ROUGH KLECTRIC
BONDING
ECTRK SERVICE
CEILING "HEAT
G F I
SMGkE DETECTQ
a F
MISCELLANEOUS
PLENUM AND DUG
COMBUSTION ll
PATIO
a TUESDAY D WEDNESDAY THURSDAY D FRIDAY
REQUESTED BY..PHONE NO
PERSON TAKING REPORT.
REQUEST R INSPECTION
PERMIT NO
TIME
DAT
'72
OWNER
^
(BUILDING^
^FOUNDATION
^B-RElrTFORCING STEEL^^s Is /
CD MASONRY i lW
CD GROUT -GUNITE
CD FLOOR AND CEILING FRAME
CD SHEATHING
Q FRAME
CD EXTERIOR LATH
O INSULATION
n INTERIOR LATH OR DRYWALL
a FINAL
7
,
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ELECTRICAL
a TEMPORARY SERVICE
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/H ROUGH ELECTRIC
/ n POOL BONDING
/ CD ELECTRIC SERVICE
' CD CEILING HEAT
(1 f a G F'
^-**' LH SMOKE DETECTOR
CD FINAL*>- } _
PLUMBING
Q UNDERGROUND PLUMBING
Cl UNDERGROUND WATER
n ROUGH PLUMBING
CD TOP OUT PLUMBING
a SEWER AND PL/CO
CD TUB OR SHOWER PAN
Q GAS TEST
LH WATER HEATER
a FINAL
MISCELLANEOUS
PLENUM AND DUCTS
COMBUSTION AIR
PATIO
SIGN
GRADING
DRIVEWAY
CONDITIONED AIR SYSTEMS
REFER PIPING
FINAL
READY FOR INSPECTION
SPECIAL INSTRUCTIONS.
D TUESDAY D WEDNESDAY D THURSDAY a FRIDAY
REQUESTED BY.PHONE NO
PERSON TAKING REPORT.
REQUEST FOR, INSPECTION TIME
INSPECTOR.,, *
OWNER
PERMIT NO
BUILDING
CD FOUNDATION
CD REINFORCING STEEL
CD MASONRY
CD GROUT-GUNITE
d FLOOR AND CEILING FRAME
d SHEATHING
d FRAME
d EXTERIOR LATH
d INSULATION
d INTERIOR LATH OR DRYWALL
d FINAL
PLUMBING
CD UNDERGROUND PLUMBING
Q UNDERGROUND WATER
n ROUGH PLUMBING
Cl TOP OUT PLUMBING
CH SEWER AND PL/CO
CD TUB OR SHOWER PAN
Cl GAS TEST
CD WATER HEATER
a FINAL
(^ELECTRICAL
\^TEMPORARY SERVICE
^tZl ELECTRIC UNDERGROUND
d ROUGH ELECTRIC
d POOL BONDING
d ELECTRIC SERVICE
d CEILING HEAT
d G Fl
d SMOKE DETECTOR
d FINAL
MISCELLANEOUS
d PLENUM AND DUCTS
LJ COMBUSTION AIR
a PATIO
CD SIGN
CH GRADING
CD DRIVEWAY
D CONDITIONED AIR SYSTEMS
CH REFER PIPING
0 FINAL
READY FOR INSPECTION
SPECIAL INSTRUCTIONS.
D MONDAY
QAM
DPM
D TUESDAY D WEDNESDAY/' D THURSDAY
REQUESTED BY_.PHONE NO
PERSON TAKING REPORT.
EQUEST FOR
RECTOR
NER
X
IS ^& '
BUILDING
tP£CTION
c(
TIME
CD FOUNDATION
CD REINFORCING STEEL
O MASONRY
CD GROUT-GUNITE
CD FLOOR AND CEILING FRAME
CD SHEATHING
D FRAME
[Zl EXTERIOR LATH
CD INSULATION
n INTERIOR LATH OR DRYWALL
D FINAL o t
ELECTRICAL
^TEMPORARY SERVICE
ELECTRIC UNDERGROUND
ROUGH ELECTRIC
POOL BONDING
ELECTRIC SERVICE
CEILING HEAT
G FI
SMOKE DETECTOR
FINAI
PLUMBING
Q UNDERGROUND PLUMBING
n UNDERGROUND WATER
CD ROUGH PLUMBING
d TOP OUT PLUMBING
O SEWER AND PL/CO
O TUB OR SHOWER PAN
CJ GAS TEST
LH WATER HEATER
a
FOR INSPECTION
CIAL INSTRUCTIONS
d PLENUM AND DUCTS
D COMBUSTION AIR
D PATIO
a SIGN
d GRADING
D DRIVEWAY
dl CONDITIONED AIR SYSTEMS
O REFER PIPING
a FINAL
DTUESDAY DWEDNESDAY DTHURSDAY D FRIDAY
IUESTED BY.
V
.PHONE NO
PERSON TAKING REPORT.
I -77-
INTERDEPARTMENTAL INFORMATION SHEET
BUILDING DEPARTMENT DATE :
BUILDING ADDRESS:
PLANNING DEPARTMENT
70NE
7W*-*tj£2s&u«^ -tt/«i4 ff*4*A*M. l^vx^CX <*
LOT SIZE
UNITS ALLOWED
LOT WIDTH
UNITS PROVIDED
PARKING SPACES REQUIRED
% COVERAGE ALLOWED
BUILDING HEIGHT ALLOWED
FRONT SETBACK:
ALLOWED
PROVIDED
INTRUSIONS
PROVIDED^
_PROVIDED
PROVIDED
SIDE SETBACK:REAR SEJ-6ACK:
VfT
LANDSCAPE & IRRIGATION PLAN COMMENTS:
ENVIRONMENTAL PROTECTION REQ•
ADDITIONAL
OK TO riSUE:OK TO PIMAL
ENGINEERING DEPARTMENT
IMPROVEMENTSINDUSTRIAL WASTE
DRIVEWAY LOCATIONSSEWER CONNECTION
/-/ EASEMENTSGRADING PERMIT
LEGAL DESCRIPTION
ADDITIONAL COMMENTS
K TO FINAOK TO ISSUE:
FIRE DEPARTMENT
5PFINKLING SYSTEM
FIRE ALARMS
FIRE HYDRANTS
ADDITIONAL COMMENTS
/FIRE PROTECTION EQJIP.
EXITS
LOCATION
J OK TO //" "7-OK TO FINAL DATE
WATER DEPARTMENT
REQUIREMENTS OF APPROPRIATE DISTRICTS MET_DATE
STRUCTURAL.
CALCULATIONS
Bishop Duplex
Cazadero Street
Job #520 18 sheets
10/12/79
D
D
CONSTRUCTION
ENGINEERING
Structural & Civil Engineering
4441 Voltaire Street - San Diego - (714) 223-1401
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CONSTRUCTION ENGINEERING
(WOOD
BUILDING TYPE : Bo x sreren
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County of San Diego
DEPARTMENT OF PLANNING AND LAND USE
ALLOWABLE SPANS FOR JOISTS AND RAFTERS
Lumber Grade
DOUGLAS
FIR/LARCH
NO 2
Nominal
Size
finches)
2x4
2x6
2x8
2x 10
2x 12
2x 14
On Cntr
Spacing
(inches)
12
16
24
12
16
24
12
16
24
12
16
24
12
16
24
12
16
24
FLOOR joiSTs1
Plaster or
Drywall
Below
OL=15PSF
LL=40PSF
6'- 11"
6' 3"
5' 6"
10' 11"
9' 11"
8' 2"
14' 5"
13' 1"
10' 9"
13' -5"
16' 9'
13' 8"
22' -5"
20 4'
16' 8'
26' 3"
24' 0"
19' 7'
No Finish
Below
DL=10PSF
LL=40PSF
5 11"
6' 3"
5' 6'
10' 11"
9' 11"
8 6"
14' 5 '
13' 1 '
11 3"
18' 5"
16' 9'
14' 4"
22' 5
20' 4"
17' 5
26' 3'
24' 0"
20' 7"
CEILING JOiSTS
Plaster
Below 1
DL=10PSF
IT 1 '
10' 0'
8' 9"
17' -4"
15' -9"
13' 9"
22' 11"
20 10"
18 2
29' 2"
26' 6"
23' 2"
35' 6"
32' 3
28' 2"
Drywatl
Below 2
DL=10PSF
12' 8"
11'- 6"
10 0'
19' 11"
18' 1"
15' 9"
25' 2'
23 10"
20' 9"
33' 5"
30' 5"
26' 6"
40' 7"
37' 0"
32' 2"
RAFTER CEILING
JOIST COMBINATION
Plaster
Below 6
DL=15PSF
LL=20PSF
8' 3"
7' 6"
6' 7 '
13' 1"
IT 10"
10' 4"
17' 3'
15 3 '
13 3'
22' 0
20' 0"
17' 5"
26' 9"
24' 3"
21' 3'
31' 6'
28 7"
25 0"
Drywall
Below 2
DL=15PSF
LL=20PSF
10' 0"
9' 1"
7' 9"
15' 9"
13' 11'
IT 5
20' 10'
18' 5"
15 0
26' 4"
23' 5"
19' 2"
32' 3'
23 6"
23 3"
38' 0'
33 9"
27' 6 '
RAFTERS 2
Slope 3
less than
4 m 12
OL=10PSF
LL=20PSF
10' 0"
9' 1"
7' 11"
15' 9"
14' 4"
12' 4"
20' 9"
18' 11"
16' 3'
26' 6 '
24' 1"
20' 8 '
32' 3"
29' 4'
25 2'
Slope
more than
4 in 12
DL=10PSF
LL=16PSF
10' 9"
9' 9"
8' 7"
17' 0"
15' -5"
13' 3"
22' 4"
20' 4"
17' 5
28' 7 '
26' 0"
22' 3"
34' 9"
31 7"
27' 1"
NAILING SCHEDULE
OPEN BEAM CEILINGS as
Nominal
Sze
(inches)
4x4
4x6
4x3
4 x 10
On Cntr
Spacing
dncresl
24
32
48
24
32
48
24
32
48
24
32
48
Douglas
Fir/ Larch
No 2
10' 6"
9' 7"
8' 4"
16' 7"
15' 0"
12' 4"
21' 10"
19' 10"
16' 3'
28 0"
25 4 '
20' 9 '
FOOTNOTES
Deflection based on L/360
2 Deflection based on L/240
3 Minimum Slope V*" in 12"
4 LL+ DL = 3QPSF
5 Minimum Slope V in 12"
3 Deflection Based on L/240 (LL+DL)
CONNECTS
3ox>
Joist to sill or girder toe nail
Bridging to [Oist TOP nail each end
x 6 ;uofloor or less to each |O'St face nail
Wider than 1 x 6 subfloor to each |oist face nai
2 subfloor to |Oist or girder blind and facs nail
Sole plate 10 joist or block ng, face nail
TOD plate to stud end nai
Stud 10 sole plate toe nail
Doubled studs face nail
Doubled top plates face nail
Top plates laps and intersections, face nail
Continuous header two D eces
Catling IOISTS to plate toe nail
Continuous header to stud top nail
Oiling |Qists iaos over partitions face nai
Ceiling joists >o paralM "•af'efi face nail
Raf'er fo elate toe nail
1 brace 10 "ach s.ud and olate fac" "at
1 x 3 loathing or l^ss o eacri oeanng 'ace nan
Wider ,han 1 x 3 i^eathmg -Q each bearing face iai
3 8d
2 3d
2 3d
3 3d
2 16d
16d at 16 o c
2 16d
4 3d
16d at 24 ' o c
16d at 16 o c
2 1 6d
16d at 16 ' o c
along aach edge
3 3d
d 3d
3 16d
3 16d
33d
2 3d
3 3a
Suil .0 ucs 16d
ALLOWABLE SPANS FOR JOISTS AND RAFTERS, MAILING SCHEDULE
CONSTRUCTION LNGINEER1NG
D£T£rML\l MAY LOAD FOR '' '3x /5 " 6L(J- LAM
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CONSTRUCTION ENGINEERING
WALL'S
P
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ALLOWABLE
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CONSTRUCTION ENGINEERING
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ALLOWABLE SHEAR FOR WOOD STUD WALLS (continued)
The values shown below will apply only where an adequate shear
transfer connection is provided between the shear wall and the connecting
structural elements such as roof and floor diaphragms and foundations.
Details of these connections must be shown on the1 plans. Values are for
short-time loading due to wind or earthquake and must be reduced 25 per
cent for normal loading.
ALLOWABLE SHEAR IN POUNDS PER LINEAL FOOT FOR WOOD STUD WALLS
HATER IAL
APPLIED TO
OTHER SIDE
Ho Finish
Material
MATERIAL APPLIED TO ONE SIDE
Mo
Finish
Material
0
1" Diagonal Sheathing
1"
Olag
Shthg
300
600
2 Layers
1" OI«gon«] Sheathing (l)(10
2" Dlagona
2 Layers
1" Dl«g
Shthg
(0 do)
600
600
600
Sheathing (1)
2"
Dlag
Shthg
CD
1*00
600
600
600
Hetal LAth and C»««nt Plaster fill
Plywood (6)
M«tal
Lath and
Cement
Platter
(10
180
300
600
400-
360
Plywood
(6)
CO
(.)%>
(3)
CO (5)
(3)
CO (5)
CO (7)
CO
Gypsum Lath and Plaster
Gypsum
Lath
and
Piaster
100
300
600
400
200
CO (?)
200
Gypsum Sheathing Board JxZxS Unblocked
Gypsum
Shthg
Board
ix2x8
Unblkd
75
300
600
ittJQ
180
CO (7)
150
150
Gypsum Sheathing Board £x4 Blocked
Gypsum
Shthg
Board
}x<t
Blkd
175
300
600
400
T^O
CO (7)
200
175
350
Gypsum tfal 1 board
Gypsum
Wall-
board
(2)
300
600
fcco
(2)
(3) (8)
CO (7)
(2) (3)
(2) (3)
(2) (3)
U) (9)
Footnotes:
(1) Total shear value must not exceed 600 Ib/linear foot.
(2) See Table 1*7-1 of the UBC.
(3) Use maximum of twice the lesser shear value.
W See Table 25-K of the UBC.
(5) Use value of one side if more than twice the lesser shear value.
(6) Two layers of plywood on same side - no value for the outside layer.
(7) Plywood combined with other materials shall not have additive values,
(Exception - diagonal sheathing)
(8) Shear values of gypsum lath and plaster, gypsum sheathing board, and
gypsum wallboard are not additive with shear values of other
materials applied to the same wall (Section 4?I3(a) of the UBC),
(9) Values are additive.
(10) 90 to each other on same side.
(11) Metal lath can be woven or welded wire lath, or expanded metal lath.
2 of 2
D
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Los A!am.:cs CA 90720
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PROJECT DRTR SUMMRPV **.+ ** FORM 1
OWNER
PROJECT DUPLEX IcS 2846 & 2850 CFCEDPO
SVSTEM TYPE FRU
DRTE 10—8—79
DOC fiUTHOP J POSEN-CRLFR:-; BS12913
SITE INFORMRTION
HERTING DEGREE DRV •flPPDX C> HDD 2092
OUTSIDE DESIGN TEMP '"RPPDX C OR G' TcQWj 37
PROPOSED BUILDING ENVELOPE INFORMRTION
GROSS FLOOR RPER CFPQM CflLCULRTIQNS* R^F- 1830 SQ FT
GROSS WRLL RPER IF HI-RISE <FR CRLCS > fl<WJ 0 SO FT
DESIGNED GLRZING RRER •• FP CRLCS ^ RG 284 SO FT
BRSIC GLRZING RRER ',20:: OF LN 3 IF LO-RISE^ 366 SO FT
•-40K OF LN 4 IF HI-RISE"^ 6 SQ FT
DESCRIPTION OF RSSEMBLV U FRCTOR
BTU/HR/SC' FT /'CCG F
GLRSS-RSSEMBLIES
SINGLE i 1
WRLL-ftSSEMBLIES
STUCCO R-li 88
C EILING-RSSEMBLIES
VEtJTED P-19 048
FLOOP-flSSEMBLIES
SLRB 75
WOOD P~ll 069
SECOND FLOOR @
OTHER'-fiSSEMBLIES
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DOOR-RSSEMBLIES
SOLID 49
PROPOSED SPRCE HERTING SVSTEM •CHRPT 7>
GRS FURNRCES
BUILDING DESIGN HPLV HT LOSS iFR FORM 2> 3810^ BTU/HP
RESERVE FOR PECOVERV CRPRCITV 1830S
EQUIPMENT DESIGN CRPRCITV 5640^
MRX flLLOW BONNET CRPV ^HT LOSS +38 X'? 73323 9 BTU/HR
PROPOSED FURNRCE
MRKE
MODEL DESCRIPTION
RRTED BONNET CRPV
PEMHRKS
1200 ELM AVENUE |f ^sg^ 11 TELEPHONE
CARLSBAD, CALIFORNIA 92008 SjCWrJlI (714)729-1181
Office of the City Manager
Citp of Cartebab
November 30, 1979
Mr. Jim Bishop
3235 Willard Street
San Diego, California 92122
Dear Mr* Bishop:
Thank you for your letter of November 16, 1979 to the
City Manager. I apologize for the delay in responding.
I have investigated the situation and obtained the
following information:
1. The original permit for 2846 Cazadero
was issued on 9-9-77.
2. Inspection records indicate that the last
work inspected was the pouring of concrete
on 11-22-77.
3. On 3-8-79 the permit for 2846 Cazadero was
reinstated. (This should not have been a
reinstatement since work had apparently
been abandoned for more than a year.)
4. On 8-14-79 the reinstated permit was deter-
mined to be void due to lack of work.
5. Sec. 302(d) of the Uniform Building Code
provides a new permit may be issued (re-
instated in effect) for 1/2 the amount of
a new permit fee "provided no change has
been made or will be made in the original
plans and specifications for such work;
and provided, further, that such suspension
or abandonment has not exceeded one year."
Your request that a reinstatement of the permit be made
and that you should not be subject to the school fee is
not possible under Uniform Building Code Section 302(d)
quoted above.
Page 2
Mr. Jim Bishop
November 30, 1979
The fact that new plans and specifications were submitted,
as stated in your letter, does not allow the previous
permit to be reinstated.
The reinstated permit issued on 3-8-79 should have been
issued as a new permit and not a reinstatement since work
had apparently been suspended or abandoned for more than
one year. That no school fees were collected is irrelevant
since no reinstated permit can now be issued. The fact
that no school fees were collected at that time does not
prevent the City from collecting the fees in the future.
If you have any further questions please feel free to call.
Sincerely,
/
^"%5
£RANK N. MAI
Assistant to City Manager
FNM:gb
cc: Building Director
City Manager November 16, 1979
Carlsbad, California
/ j
Dear Sir, ' ' ,
Ted Rhodes and myself, Jam Bishop, recently purchased lot #365 Meadows
two in La Costa. The address being 2846 Caza'dero. The site presently
has a slab poured and the rough plumbing completed for a duplex.
On approximentely Oct. 12, 1979, we applied for a permit to continue
construction on the site. A new set of plans and'specs were submitted
to the building department. Yesterday we were informed by the building
department that in order to get the permit, we would have to pay a school
fee in excess of $1,100. We feel this is unfair and that if in fact
a school fee is due at all,- it should have been collected from the
original owner. The following is a list of events that we feel support
our claim:
1. Original permit taken out #77-7914 sometime in 1977.
2. Concrete slab poured and inspected 11-25-77 which turns out to be
the last work done on the oro^ect.
3. Reissue of permit £77-7914- with a new number of 79-354 on March
8, 1979.
4. Oct. 12, 1979 new owners apply for reissue permit.
5. Nov.. 15, 1979 reissue permit denied because no work was.done on
the project for a per_od of 120 days.
Our main contention is -char the building department errored in issuing
the reissue permit 79-854 and not collecting the fees at that time. We
understand that under the UBC, a person can go for a period of one year
one time without work being done on the project and get a reissue
permit. If that is the case, the reissue permit should not have been
issued afner 11-25-78 as that is one year from the date of any work
having been done on the project. The reissue permit was in fact issued
on 3-8-79, clearly in error by the standards we were refused our re-
issue perrrit. It was at this point that the school fees should have •
been collected and we feel that if in fact any fees are due at all,
they are oniv trying to collect them from us to cover a mistake made
on 3-8-79.
We ask that we be given a reissue permit rather than a new permit
on the project: thus putting the issue of school fees to rest.
Sincerly .*• - '; r -•• '^> -A j> -*
Bishop 'A
3735 Willard st.
San Diego, Calif. 92122