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d ROUGH PLUMBING
d TOP OUT PLUMBING
d SEWER AND PL/CO
d TUB OR SHOWER PAN
d GAS TEST
d WATER HEATER
d FINAL
TEMPORARY SERVICE
ELECTRIC UNDERGROUND
ROUGH ELECTRIC
d POOL BONDING
d ELECTRIC SERVICE
d CEILING HEAT
C3 SMOKE DETECTOR
LJ FINAL
/ .
MISCELLANEOUS
d PLENUM AND DUCTS
d COMBUSTION AIR
d PATIO
d SIGN
d GRADING
LD DRIVEWAY
d CONDITIONED AIR SYSTEMS
d REFER PIPING
a FINAL
READY FOR INSPECTION D MONDA
DAM
DPWL
OTUESDAY JDWEDNESDAY D THURSDAY a FRIDAY
SPECIAL INSTRUCTIONS.
// 7^€^^^^
REQUESTED BY.PHONE NO -/A?7
PERSON TAKING REPORT
REQUEST FOR, INSPECTION
INSPECTOR— V^l . PERMIT NO
h
OWNER
ADDRESS
BUILDING
O FOUNDATION
O REINFORCING STEEL
CJ MASONRY
Q GROUT -GUNITE
Q FLOOR AND CEILING FRAME
LJ SHEATHING
O FRAME
n EXTERIOR LATH
O INSULATION
D INTERIOR LATH OR DRYWALL
Q FINAL
(ELECTRICAL
\ZTEMPORARY SERVICE
ELECTRIC UNDERGROUND
D ROUGH ELECTRIC
Cl POOL BONDING
Q ELECTRIC SERVICE
0 CEILING HEAT
a G FI
Q SMOKE DETECTOR
n FINAL
PLUMBING
CD UNDERGROUND PLUMBING
CH UNDERGROUND WATER
Q ROUGH PLUMBING
a TOP OUT PLUMBING
O SEWER AND PL/CO
EH TUB OR SHOWER PAN
LJ GAS TEST
Q WATER HEATER
CD FINAL
MISCELLANEOUS
LJ PLENUM AND DUCTS
[Z! COMBUSTION AIR
D PATIO
n SIGN
CD GRADING
n DRIVEWAY
C] CONDITIONED AIR SYSTEMS
Q REFER PIPING
D FINAL
READY FOR INSPECTION DMONDAY
DAM
nPM
DTUESDAY
SPECIAL INSTRUCTIONS.
REQUESTED BY .PHONE NO
PERSON TAKING REPORT.
EQLJEST FOR
«i* . ., - r** ^_^ 1 • 1m f)
BUILDING
d FOUNDATION
d REINFORCING STEEL
d MASONRY
d GROUT -GUNITE
LJ FLOOR AND CEILING FRAME
CD SHEATHING
d FRAME i
CD EXTERIOR LATH
CD INSULATION
CD INTERIOR LATH OR DRYWALL jQ.
a FINAL ^
/
PLUMBING
d UNDERGROUND PLUMBING
CH UNDERGROUND WATER
d ROUGH PLUMBING
d TOP OUT PLUMBING
CD SEWER AND PL/CO
d TUB OR SHOWER PAN
a GAS TEST
CD WATER HEATER
O FINAL
\c
p'<
Jf(^
<DY FOR INSPECTION (a MONDAY) D TUESDAY
PPM
ClAL INSTRUCTIONS
ELECTRICAL
EXTEMPORARY SERVICE
AD ELECTRIC UNDERGROUND
d ROUGH ELECTRIC
d POOL BONDING
C] ELECTRIC SERVICE
O CEILING HEAT
a G F i /
CH SMOKE DETECTOR ^ \V
1 (1 jn Mjvl /
/ / ^Jj^ /((.fl 1 ^ j
MISCELLANEOUS
\ CD PLENUM AND DUCTS
) d COMBUSTION AIR
/ D PATIO
CD GRADING
d DRIVEWAY
d CONDITIONED AIR SYSTEMS
CD REFER PIPING
CD FINAL
D WEDNESDAY D THURSDAY D FRIDAY
IUESTED BY f/l^f^l^rL^f7 PHONE NO Y^J U~^O / ^ /
V PERSON TAKING RFPORT
I
-77-
INTERDEPARTMENTAL INFORMATION SHEET
BUILDING DEPARTMENT y DATE:
PLANNING DEPARTMENT
ZONE
7?9*H^t^?8^5c*^-t*/^ -tc^^eA &
LOT SIZE
UNITS ALLOWED
LOT WIDTH
UNITS PROVIDED
PARKING SPACES REQUIRED
% COVERAGE ALLOWED
BUILDING HEIGHT ALLOWED
FRONT SETBACK:
ALLOWED
PROVIDED
_PROVIDED
PROVIDED
PROVIDED
SIDE SETBACK:REAR SET-BACK:
INTRUSIONS
>/W^:
LANDSCAPE &~IRRIGATION PLAN COMMENTS:
j" ENGINEERING DEPARTMENT
"""" »,
R. o. w. w"-*y ,' t' • ,'J t\l/£ INDUSTRIAL WASTE ^ v /IMPROVEMENTS -- // ,^ ; , / v
BUILDING ADDRESS:
10
SEWER CONNECTION DRIVEWAY LOCATIONS
GRADING PERMIT':?^- .
LEGAL DESCRIPTION
ADDITIONAL COMMENTS
OK TO ISSUE:
FIRE DEPARTMENT
SPRINKLING SYSTEM
FIRE ALARMS
FIRE HYDRANTS
ADDITIONAL COMMENTS
FIRE PROTECTION EQUIP.
EXITS
V LOCATION
" OK TO ISSUE:G^Qj<>^s<»MfeATE //~ 1 ~7 S OK TO FINAL DATE
/ WATER DEPARTMENTy r.
'i REQUIREMENTS OF APPROPRIATE DISTRICTS MET_DATE
\J
8TRUCTURAL.
CAUCULATIONa
-Bishop Duplex -
Cazadero Street
Job #520 18 sheets
10/12/79
D
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CONSTRUCTION
ENGINEERING
Structural § Civil Engineering
4441 Voltaire Street - San Diego - (714) 223-1401 J
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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
(inches)
2x4
2x6
2x3
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 JOISTS'
Plaster or
Drywall
Below
DL=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' Q"
19' 1'
No Finish
Below
DL=10PSF
LL=4QPSF
5' 11"
6' 3"
5 6
10' 11"
9 11"
3' 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"
;
Drywall
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' 1"
37' 0"
32' 2"
RAFTER CEILING
JOIST COMBINATION
Plaster
Below s
DL=15PSF
LL=2GPSF
8' 3"
7' 6"
6' 7"
13' T
11' 10'
10 4"
17' 3"
15' -3"
13 3 '
22' 0"
20' Q'
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' IT
11' 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
iess than
4m 12
OL=10PSF
LL=2QPSF
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 m 12
DL=10PSF
LL=16PSF
10' 9"
9' 9'
8' 7"
17' -0"
15' 5"
J3' 3"
22' 4"
20' 4"
17' 5'
28' - 7"
26' 0"
22' 3'
34' 9"
31 -7"
27' 1 '
NAILING SCHEDULE
OPEN BEAM CEILINGS 4 5
Nominal
SIP
(inches)
4x4
4x6
4x8
4 x 10
On Cntr
Spacing
(inches)
24
32
48
24
32
48
24
32
-18
24
32
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
48 !20 9'
FOOTNOTES
Deflection based on L/360
2 Deflection based on L/240
3 Minimum Slope V*" in 12"
4 LL-t- DL = 30PSF5 Minimum Slope Vi" in 12"
3 Deflection Based on L/240 (LL+OL)
Joist to sill or girder toe nail 3 8d
Sridging to jotst top nail each end 2 3d
1 x 6 jupfloor or less to each ]oist face nail 2 2d
Wider than 1 x 6 ' subfloor to each ]oist face nail 3 3d
2' subfloor to loist or girder blind and faca nail 2 16d
:ONNECTION NAILING
(Common or Sox]
Sole piaie to joist or blocking, face nail
Top plate to stud end nail
Stud so sole plate toe naii
Doubled studs face nail
Doubted top plates face nail
Top plates laps and intersections, face nail
Continuous header two pieces
16d at 16 o c
2 16d
43d
16d at
16d at
16d at
along 9
Ceiling joists to glatp toe nail
Continuous header to s.ud toe nail
Ceiling joists iaos over partitions face nail
Ceiling [Qists o parallel rafters face nail
Hal'er to plate tee nai!
1 brace to °ach s-ud and olat^ fac= nait
1 x 3 j*icathing or l»ss o each oearmg *ace nan
Wider ,han i x 3 sheathing 'o each bearing face
Suil -D rorner * UCS 1 6d !
24 'oc
16 oc
2 16d
16 oc
ach edge
3 3d
4 3d
3 !6d
2 I6d
3 3d
230
ALLOWABLE SPANS FOR JOISTS AND RAFTERS, MAILING SCHEDULE
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25-8 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 the- 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
1
MATERIAL
APPLIED TO
OTHER, SIDE
f
No Finish
Material
MATERIAL APPLIED TO ONE SIDE
No
Finish
HaterUl
0
1" Dl agon* I Shoathlng
1"
Dlag
Shthg
300
600
2 Layer»
1'i'Dlagona) Shaathlnq (1){IO
1 Layer]
1" Dlag
Shthg(i) (to)
600
600
600
2" Diagonal Sheathtng (!)
2"
Diag
Shthg
0)
400
600
600
60Q
Mat*! Lath *r>d C*»«nt Plaster fill
Plywood (6)
H*t«l
Lath and
Ce*ient
PI»«ter
(10
180
300
600
400-
360
Plywood
(6)
00
(4)(3)(5>
(3)
0*) (5)
(3)
(4) (5)
0*) (7)
0*)
Gypsum Lath and Plaster
Gypium
Lath|
and
Plast«r
100
300
600
400
200
(M (7)
200
Gypsum Sheathing Board ^x2x8 Unblockod
Gypsum
Shthg
Board
Jx2x8
Unblkrf
75
300
600
1*00
ISO
0*) (7)
ISO
ISO
Gypsum Sheathing Bo»rd i*<» Blocked
Gyp* urn
Shthg
Board
Jx4
Slkd
175
300
600
400
T;O
0*) (7)
200
175
350
Gypsum Wai 1 board
Gypsum '
Wall- j
board j
l
f
ID '
300
600
400
(2)
(3) (8)
(4) (7)
(2) (3)
(2) (3)
(2) (3)
(2) (9)
Footnotes:
(1)
(2)
(3)
W
(5)
(6)
(7)
(8)
(9)
(10)
00
Total shear value must not exceed 600 Ib/linear foot. *
See Table 47-1 of the UBC.
Use maximum of twice the lesser shear value.
Table 25-K of the UBC.
value of one side if more than twice the lesser shear va lue.
See
Use
Two
Plywood combined with other materials shall
(Exception - diagonal sheathing)
Shear values of gypsum lath and plaster, gypsum sheathing board,
gypsum wallboard are not additive with shear values of other
layers of plywood on same side - no value for the outside layer.
not have additive values
and
materials applied to the same wall
Values are additive.
90 to each other on same side.
(Section of the UBC)
Metal lath can be woven or welded wire lath, or expanded metal lath.
2 of 2
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CONSTRUCTION ENGINEERING
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San Diego County
3631 Onaiaska ^ven,
San Oego CA 9212:
(71-1] 2"73-3337
LA & Orange County
ansn
3151 Mam 'A'a^
Lcs Alarn.tcs CA 90720
^213, ^31-3970
Riverside & San Bernardino
6641 Banyan ^'acs
R.vers.ae CA 92506
fTl-i) 533-4321
San Fernando Bailey
G .- Kee-ev
7638 V'c-ty Avenue
Cancga P?rK CA <5I
'2131 5S^-092S
San Jcaquin Valley
Don McZ'sniri's
52JO ^arsons wa^
Sa^^sttei'-i C-1 9^30'
V805( 33C-6GC3
PROJECT DfiTfi SUMMRPV •+* + :+•+ FORM 1 + + + *+
OWNER
PROJECT DUPLE:-.cS 2846 V 2850 CRZEDPO
SYSTEM TVF'E FRU
DRTE 10-8-79
DOC RUTHOP J ROSEN-CRLFflX B312913 J,
SITE INFOPMRTIQN
HERTING DEGREE DRV ' RPPDX C; HL'D 2092
OUTSIDE DESIGN TEMP 'RPPDX C OP G' TtQWJ 37
i
PROPOSED BUILDING ENVELOPE INFOPMRTION
GROSS FLOOR RRER (FROM CRLCULRTIONS* fl'F) 1830 SO FT
GROSS WHLL RRER IF HI-RISE <TFR CRLCS > RU-^ 0 SQ FT
DESIGNED-GLRZING RPER <FP CRLCS > RG T04 SQ FT
BRSIC GLRZING RRER ^28'i OF LN 3 IF LO-PISE1- 366 SO FT
',40:'; OF LN 4 IF HI-RISE > 0 SQ FT
DESCRIPTION OF RSSEMBLV U FRCTGR
BTU/HR/SO FT /DEG F
GLRSS-RSSEMBLIES
SINGLE • 1 1
WRLL-FlSSEMBL IES
STUCCO R-ll 08
CEILING-RSSEMBLIES
VEfJTED P-19 048 -
FLOOP-RSSEMBLIES
SLRB 75
MOOD R-ll 069
SECOND FLOOR 0
QTHEP'-RSSEMBLIES
0
DOOR-RSSEMBLIES
SOLID 49
PROPOSED SPRCE HERTING SYSTEM '.CHRPT 7J
GRS FURNRCES
BUILDING DESIGN HRLV HT LOSS -,FR FORM 2> 38105 BTU/HR
RESERVE FOR RECOVERY CRPRCITY 18300
EQUIPMENT DESIGN CRPRCITY 5640j
MRX RLLOW BONNET CHPV kHT LOSS +30 ?O 73323 9 BTU/HR
PROPOSED FURNRCE
MRKE
MODEL DESCRIPTION
RflTEO BOtJNET CRPV
PEMRRK S
i
1200 ELM AVENUE M 1§£^ M TELEPHONE
CARLSBAD, CALIFORNIA 92008 1U£W rjfl (714)729-1181
Off/ce of the City Manager
Cttp 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,
FRANK N. MANHEN
Assistant to City Manager
FNM:gb
cc: Building Director,
City Manager'
Carlsbad, California
.November 16, 1979
Dear Sir, .' ,\ * „ V-
, Ted Rhodes and myself, Jim Bishop, recently purchased lot #365 Meadows *
two in La Costa. "The address being 2346 Cazadero. The site presently
• has a slab poured and the rough plumbing completed for a duplex. •• _ .
.|' On approximentely Oct. 12, 19791 we applied for a permit to continue1 construction on the site, A new set of plans and "specs were submitted J
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 x>ro^ect.
3. Reissue o£ permit £77-7914- with a new number of 79-854 ,on March
8, 1979. J . ",,.,<,
4. Oct. 12, 1979 new owners apply for reissue permit.~
Nov. 15 1979 reissue permit denied because no work was-done on5.
the project for z. period of 120 days.
Our main contention is -char the building department errored in issuing
the reissue permit l79-854 and not collecting the fees at that time. We
understand that under "he U3C, 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 rhs case, the reissue permit should not have been
issued"afrer 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 pemt. It was ar this point that the school fees should have
been collected and we 5eel that if in fact any fees are due at all, ''
they are only tryincr ~o collect them from us to cover a mistake made
on 3-8-79. " - -
We ask tha~ ve be given a reissue permit rather 'than a new permit
on the project thus putting the issue of school fees to rest. " ~;
Sincerly.'' - ' C '^
. '~> ~^>V:A
Bishop x\
3735 Willard st. J
San Diego, Calif. 92122