HomeMy WebLinkAbout2820 CAZADERO DR; ; 83-247; PermitDECLARATIONS
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— > I CARLSBAD BUILDING DEPARTMENT APPLICATION & PEF1200 Elm Carlsbad California 92008 1989 (619)438^525^M
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SPECIAL CONDITIONS 1\
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II APPLICANT COPY
Q3^CITY COPY
{[ PLAN CHECKER COPY
Cit? of Cartebab
JURISDICTION:
PROJECT ADDRESS:
TO
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PLAN CORRECTION SHEET
SIBGLE FAMILY AND DUPLEX DWELLINGS
Plan Check Ho. <& 3 '~^"£hr~?
Date plans received by lurisdiction /£/£?
late plans received by plan checkerftxCT/X PX /^
Date initial plan check completed,
FOREWORD; PLEASE RPAD
Plan c'leck is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
conservation, noise attenuation and access for
the handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections
cased on laws and ordinances enforced by the
Planning Department, Engineering Department
or other departments.
The items circled below need clarification,
•modification or chanae All circled items have
tc be satisfied before the plans will be in
ccnformance with the cited codes and regulations
Per Sec. 303 (c), 1979 Uniform Building Code,
the approval of the plans does not permit the
violation of any state, county or city law.
PLANS
Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have
oeen returned to you by the jurisdiction,'
To facilitate rechecking, please identify,
next to each circled item, the sheet of
t*ie plans upon which each correction on
this sheet has been made and return this
check sheet with the revised plans.
Indicate on plans the name of the legal
owner and name of person responsible for
the preparation of the plans. Sec. 302lb)
Submit fully dimensioned plot plan drawn
to scale showing location size, and use
of all existing and proposed structures
on the lot. Identify property lines and
show lot dimensions and all easements.
Show location of all cut or fill slopes
and approximate finish floor elevations
for all structures and show elevations at
all corners. Sec. 302(b)7.
Indicate distance from center-line of street
or alley to property line and distance from
curb to property line. Sec. 302(b)7
Plans, specifications and calculations shall
be signed by a California State licensed
engineer or architect. (California
Business and Professions Code)
FIR*: PROTECT ION
I
Malls closer than 3 feet to property lines
shall be one-hour fire-rated construction,
have no openings, and shall have 30 inch
parapets when the building floor area exceeds
1,000 square feet on any floor. (Table 5-A
Sec. 1709U)
Projections- including eaves, may not extend
more than 12 inches into the 3 foot setback
from the property line. Sec. 1710 and
Sec. 504(b)
1Projections, including eaves, shall be one-
lour fire-resistive construction, heavy
timber or of non-combustible material if
they project into the 3' setback area from
the property line. Sec. 1710
Show location of permanently wired smoke
decector. Sec. 1210
ROOH SIZES^LIGHT, VENTILATIONS AND CLAZIKG
One room must contain a minimum of 150 square
feet of superficial floor area. Sec. I207(b)
Habitable rooms, other than kitchens, shall
contain at least 70 square feet of floor
area. Sec. 1207(b)
Window area must be at least 1/10 of the
floor area and a mnimun of 1C square feet
per Sec. 1207(a). Appears to be deficient
in
Openable window area muse be 1/20 of the
floor area and a minimum of 5 square feet.
In bathrooms, laundry rooms and similar
rooms. Minmum is 1.3 sq.ft. (Sec.l20S(a)
One-half of all required window area must
be openabla in
Provide mechanical ventilation capable of
oroviding five air changes per hour
bathrooms, water closet compartments
rooms and similar rooms if required windo
are not provided. Sec. 1205(a)
I. So habitable room, other than a kitchen,
shall be less than 7'D" in any dimension.
Sec. 12Q7(c)
Show that ceiling height for habitable
rooms is a minimum of 7'6". Sec 1207(a)
X
X
Show ceiling height for laundry rooms,
railways, corridors, and bathrooms is a
minimum o£ 7'0", Sec. 1207(a)
Provide 30- clear width for water closet
compartments and 24* clearance in front
fo£ water cloaec. Sec. !7lUb)
Mo cooking room shall be used for sleepingpurposes, unless complying as an efficiency
living unit. Sec. 1208
Specify safety glazing for glazing in hazardouslocations such as glass doors, glazing
adjacent to such doors and glazing adjacent
to walking surfaces. Sec. 5406
Glazing in shower and tub enclosures
(including windows] shall be tempered,
lamina-ted or approved plastic.
Sec. 1711 (f)(g)
Sleeping rooms shall have a window or
exterior door for emergency exit. Sill
height shall noc exceed 44" above the floor.
The window must have an openable area of
at least 5.7 square feet with the minimum
openable width 20" and the minimum openable
height 24". Sec. 1204
P
Eaves and cornices may not project into
a required yard more than 2 inches for each
foot of yard width if required windows
n into the yard. Sec. 1206(d)
X
A mezzanine is an intermediate floor and
may not have a floor area exceeding 33 1/3percane at the total floor area in the room
below, and the mezzanine floor must have
a clear height of 7 feet, above and below,and
must have 65% of the long side open to the
room below.
UCl
/ n
The loft you show does not comply as a
mezzanine floor and is, by Building Code
definition, a story
D. EXI*"5, STAIRWAYS, AND RAILINGS
floors aoove the second story shall have
not less than 2 exits. Sec. 3302(a)
Required ftxit doorways shall be not less
than 36" tn vidth and not less than 6'-8"
*-, hci?"t. and shall be capable cf opening
at least 9o degrees. Sec. 33Q3(e)
Provide 3$" high protective railing for
porches, balconies, and open sides of landings,
••laximuffl opening between railings shall be
less than 9". Sec. 1716
Show how guardrail connection details are
adequate to support 20 pounds per lineal
foot at a right angle to the top railTable 23-a
Provide stairway and landing details
Sec. 3305(b) & (c)
A Maximum rise 8" and minimum run is 9"
3 Minimum head room is 6'-6"
c Minimum width is 30".
Handrails shall satisfy the following:
Provide handrail for stairways over 30"
high when serving a single dwelling.
Title 24, Sec. T23-22(b)
b. Handrail shall be 30" to 34" above the
nosing of treads. Sec. 3305(j)
c. Handrail projecting from a wall shall
have a space not less than I 1/2" between
the wall and the handrail.The hand grip portion of handrail shall
be not less than 1 1/4" nor more than
2" in cross-sectional dimension.
Sec. 3303(j) (see attached)
Every stairway landing shall have a dimension,
measured in the direction of travel, at
least equal to the stairway width.
Sec. 330S(g)
. A door may ooen over a stairway landing
provided the door, in any position, does
not reduce the clear area of the landing,
in the direction of stairway travel, toless than one-half the required width of
;
he stairway. Sec. 33Q5(g)
door may open inward at the top step ofstairway provided the top step is noc
more than 7 1/2" lower than the floor level.
Sec. 3303(1)2
;
Provide details of winding stairway.
i. Minimum tread is 6 inches at any point
and minimum 9 inches at a point 12 inches
from the side of the stairway.
b Maximum rise is 9 inches.
c. Minimum width is 30 inches,
(see attached)
Sec. 3305(d)
J5. Provide spiral stairway details:
a. Minimum run is 7 1/2 inches at a point
from wnere tie tread is tie narrowest.
b. Maximum rise is 9 1/2 inches.
c. Minimum headroom is 6 feet 6 inches.Sec 330S(fl
(see attached)
Spiral stairways nay not ae used for required
exits when the area served is greater than
400 sq. ft. Sec. 3305(f)
Spiral stairways must have a clear walking
space of 26 inches between the column and
:andrail Sec. 330S(f)
Provide I.C.B.O. Reasearch Report and Number
far metal stairway, or submit plans and
calculations and approved fabricator
registered with the Building Department
or note that the stairway faorication shall
be done under special inspection per the
approved fabrication plans. Sec. 306(a)4B
and Sec. 306(f)
In buildings over 2 stories in height, provide
3/4 hour fire-raced assemblies for all
openings in the exterior wail below or within
10 feet horizontally of an exterior stair-
way \n exit balcony with 2 separated
stairways 13 *x<"mpt. Sec. 3305
Exterior stairways shall not sro]ect into
tie 3 foot setback from the oroperty lines
Sec 3305(n)
71
7^e vails and soffits of the enclosed usable
soace -inder interior stairs shall be protected
on the enclosed side as required for one-hour
'ira-resistive construction. Sec. 1305(ml
construction specifications shall
be -nade a part of the approved plans.
(See attached)
5. ROOFING
Specify roof pitch.
Roof pitch is not adequate for roof type
specified. Specify minimum pitch of
Specify roof material and application.
102 Show 1 3/8" solid core self-closing door
for openings oetween garage and dwelling.
Sec. 503(dl
103. Garages are not permitted to open into
a room used for sleeping purposes. Sec. 1104
104 Openings between carport and residence
require self-closing doors and stationary
windows. Sec. 1214
105.
Specify I.C.a.O. approval number for roo
materials not covered in UBC.
Specify roof slope for drainage or design
to support accumulated water. Sec. 3207(a)
Show roof drains and overflows. Sec 3207(a)
Provide 3 icy light details to show compliance
with Sections 3401 and 5207 or provide ICBO
approva1 number.
77. Provide plastic roof panel details to show
compliance with Section 5206 or provide
ICSO number.
78. Show attic ventilation. Minimum vent area
is 1/150 of attic area or 1/300 of attic
area if at least 50* of the required vent
is at least 3 feet above ceiling joists.
Sec. 3205(c)
B. MASONRY
35. Provide fireplace construction details or
note construction to be per attached fireplace
standard drawing. Sec. 3707
36. Show veneer support and connections comply
with Sec. 3002, 4.5,6, and Sec. 2S16(a)
regarding ties and #9 wire in horizontal
points or note construction to be per attached
sneats 30-1 or 30-2.
83. Show height and construction details of
all -nasonry walls Chapter 24
39 Mote that cleanout openings shall be provided
at the bottom of all cells to be grout filled
over 4* in a single pour. Cleanout shall
3e sealed befora grouting, after inspection
Sec. 2415
91 Show floor and roof connections to masonry
walls. Connection shall resist 200 pounds
per lineal foot or the actual design load,
whichever is greater. Sec. 2310
12 Provide material specification* for mortar,
grout, -uasonry and reinforcing steel.
Sec. 2403
93. Show how masonry house walls retaining earth
are to be waterproofed. Provide detail.
94. Mote that special inspection of the -nasonry
will be required for
Show garage framing section, size of header
over garage opening, lateral cross bracing
at plate line and method of bracing garage
front. Chapter 23
NOTE: Minimum plywood diaphragm ratio is
3 1/2 to I or 2'8". Table 24-1
Doors between dwellings and attached garages
may swing in either direction provided
the difference in floor elevation between
the dwelling and garage does not exceed
7 1/2 inches and provided the door is not
used as the primary means of egress from
the building.
If the difference in floor elevation exceeds
7 1/2 inches, or if the door is used as
the primary means of egress from the building,
additional steps or landing must be provided
in accordance with stairway requirements,
and the door must not swing over the depressed
level. [see 3303(1)2 and 3305 (g).
108. Provide 18" raised platforms for any FAU,
water heater, or any other device which
may generate a flame or spark.
109 Note that continuous fire wall protection
shall be installed behind raised platform(s)
prior to framing platform.
H. .FOUNDATION REQUIREMENTS
Note on plans that"A soils engineer shall
evaluate any unanticipated uncompactad fill
or expansive soil or other soil problems
disclosed during construction". Sec.306(aJ12
'0 Submit soils classification determination
by a licensed engineer or architect baaed
on observation, tests, borings, or excavations,
and containing comments on the degree of
expansiveness, comoressibility and bearing
value Sec. 2905/
124
G, GARAGE AND CARPORTS
100 Garage requires one-hour fire protection
on the garage side of walls and ceiling
common to the dwelling. Table 5-3 Sec.503(b)
101.All elements supporting floor above garage
to lave one-hour fire-resistive protection
on the garage aide See 503 Beams and
costs, not *ithn the wall or calling con-
struction, -nust comoly with UBC, Table 43-A,
=r be Tuniraum 6" dimension beam and mnimum
3" ay 3" post
12J
^Jote on the plan che soils classification,
whether or not the soil is expansive, and
note t^e allowable bearing value Sec. 2905
The foundation plan does not comply with
the soil report recommendation for this
pro 3 ect
Provide notes on the foundation plan listing
the soils report recommendations for foundations
slab and building pad preparation.
Note on the foundation plan that "Prior
to the Contractor requesting a Building
Department foundation inspection, the
soils engineer shall advise the Building
Official in writing that-
1. the building pad was prepared in accor-
dance with the soils report.
2. the utility trenches have been properly
backfilled and compacted, and.
3. the foundation excavations, fanning
and reinforcement comply with the soils
report and approved plan "
Provide aoraad footings for concentrated
loads designed for 1,000 ?SF soil bearing
or oer bearing value as determined ov
an engineer or architect Chapter 29
5how neicnt of all foundation walls. Chapter 23
Show height of retained earth on all foundation
wails Chanter 23
Sbow distance of foundation to edge of
cat or fill slopes and show steepness and
heights of cuts and fills. Chapter 29
Mote on plans that wood shall be 6" above
finisn grade. Sec 24l7(c) 7
0. Mote on plans that surface water will drain
away from building and snow drainage pattern
and 'tey elevations. Sec. 2905(f)
Dimension foundation per Table 29A.
TABLE NO. 29-A—FOUNDATIONS FOR STUD BEARING
WALLS—MINIMUM REQUIREMENTS
NOTES
When uniuual condition* or frost condition) are found, footings and
foundation) shall be as required m Section 290? U)
The ground under the floor may b« excavated to the elevation of the(op of the foot ins
Show foundation sills to be pressure treated,
or equal. Sec. 2517(c) 3.
3. Show foundation bolt size and spacing.
Sec. 2907(0)
4. Specify size, ICBO number and manufacturer
of power driven pins. Show edge and end
ydistance and spacing. Sec. 306(f)
o* Show size, imbedment and location of hold
own anchors on foundation plan Sec 2312(f)
'(. Mote an plan that hold down anchors must
be t*ed in place prior to foundation inspection
,Sec 2312(f)
Show adequate footings under all shear
/Walls. Sec. 2311(e)
11$ Show stepped footings for slopes steeper
/ , than 1:10 Sec. 2907(c)
Show Tunimum 18" clearance from grade to
bottom of floor joists and minimum 12"
clearance to bottom of girders. Sec. 2517
Show pier size, spacing and depth into
_ unuistu^ood Suii. Table 29-A
141. Show minimum under floor access of 18"x 24"
/S«c. 2517
14-2. Show minimum under floor ventilation equal
* to 1 1/2 sq. ft. for each 25 lineal feet
of exterior foundation with openings as
close to corners as practicable to provide
cross ventilation on at least two approximate-
ly opposite sides. Sec 2517
NUUUROF
STORIES
1
2
3
THICKNESS OP
FOUNDATION WALL
(incatt)
CONCUTt
6
S
10
UNIT
MASOMT
6
3
10
WIDTHor
FOOTINGiluhti)
12
13
18
THICKNISSOF
FOOTIHC(iMhti)
6
7
S
DKPTH OF
FOUNDATION
BELOW
NATURALSURFACE
Of GROUND
CtAOC
(IttJNll
n
18
24
cross bridging or blocking Floor
joists and rafters -nore tnan 12" n depth
and scanning more than 8 feet shall be
supoorted laterally oy bridging ac intervals
not exceeding 3 feet. Sec. 2506(g)
Show blocking at ends and at supports
of floor joists, and for rafters at exterior
lls. Sec. 2506(g)
Show solid blocking at ridge line and
at exterior walls on trussed roofs.
ec 2506<g)
Shaw double joists. Floor joists shallbe doubled under bearing partitions running
/parallel with the joists. Sec. 2513(d) S
UJS. Show rafter ties. Rafter ties shall be
spaced not more than 4 feet on center
where rafters and ceiling joists are not
parallel. Sec. 2518(h)
Show rafter purlin braces to be not less
than 45 degrees to the horizontal.Sec. 2519(hJ
Show 1/2" minimum clearance between top
plate of interior partitions and bottom
chord of trusses. (To ensure loading
will be as designed.)
Show double too plate with minimum 48"
lap splice. Sec. 2518(g)4
Show nailing will be in compliance with
Table 25-P
Provide fire stops between stories, between
top story and roof space, at ceilings
and floor Levels in interior and exterior
walls, in mansard roof or eyebrow so no
concealed or furred space is greater than
10' horizontally or vertically, between
stair stringers at top and bottom and
between studs along and in line with
stair run adjoining stud walls and partitions,
at perimeter of sliding door pockets,
between chimney and wood frame using metal
or incombustibles for the fire stop and
at other places that could afford passage
of flame See. 2517(fJ
Show stud size and spacing. Maximum allow-
able stud heights. 2"x4"? 16" is 14';
3"x4"S2"t6"« 16"o.c is 20'. Sec. 25l3(g)2
Mote an A I T C. Certificate of Compliance
for glued laminated wood memoers shall
be given to the Building Inspector prior
to erection. Sec. 306(f)
Detail all post to beam and cost to footing
connections. Sec. 2517 [ c) 4
2.
I/.
1-74
'/Specify lail size and spacing for all
shear walls, floor and root diaohraams
Indicate required olocxing. Maintain
maximum diapnragm dimension ratios.
(Tables I,J,K)
1,4 ,X75. Show 3"x4" or 2"x6" studs in first story
, of three story building. Sec. 2519(f)
1/7- Provide truss details and truss calculations,
,178. Provide roof framing plan. Sec. 302(a)7^9. Provide framing sections throughV7
Section 302(a) 7
I.FRAMING
LBu. Specify all header sizes for opening over
/ 4* wide. Sec. 2518(g) 7
5 how all joists, rafters, oeams, and posts
2" to 4" tnick to be Ho. 2 Grade Douglas
-ir-Larch or setter All posts and beams
-S" and thicker shall be Mo. I Grade Douglas
Fir-Larcn or oetter (Table 25-A-l )
Show wall bracng Sverv exterior wood
st^d wall and main cross partition shall
be araced at each end and at least every
25 feet of length with 1x4 diagonal
let-in orace ar equivalent Sec. 25l9(g!S
Provide calculations for
Section 302(a) 7
In areas subject to water splash and n
exterior locations, wood columns and oosts
snail ae supported ay piers projecting
at least 2" acove the f.nished grade ard
shall bear on a -netal base plate or treated
wood unless the columns or oosts ace foun-
dation grade redwood or cedar Sec. 2517fcM
-3J
5how location OE attic access with minimun
s.ze 22" x 30". Sec 3205
Show draft separation for attic areas
in excess of 3,000 sq.ft. Sec. 3205
Show draft; separation for apace between
droooed ceilings and floor aoove in excess
f IJOOO sq.ft. Sec. 2517
Specify plywood grade and panel indenti-
fication index. Taole 25-J
rfhen roof pitch is leas than 3.12,
ridge aa a seam. Sec. 2S13 (h)
design
wood shear -alls shall not be used to
resist horizontal forces contributed by
masonry in buildings over one story in
eight. Sec. 2S16(b)
Gypsum lath and plaster, gypsum sheathing
board and gypsum -allboard shall not b*
used in vertical diaphragms to resist
forces imposed by masonry or concrete
onstruction. Table 47-1
If cripple -all studs are less than 14",
framing snail be solid blocking. Sec.2Sl9(g)6
Cripple wall studs exceeding 4 feet in
heignt shall be 3 inch by 4 inch or 2
inches by 6 inches when supporting 2 stories
Sec.
Show plywood sheathing over exposed eaves,
or other weather exposed areas, is exterior
grade. Sec. 2517(g) 3
Show * weep screed at tha foundation plate
line on all exterior stud walls to be
Tuccoed. Sec. 4?06(«)
Provide an approved waterproof building
paper under wood siding. Sec. 1701(a)
Specify an approved flashing for exterior
openings and parapet walls. Sec. 3208
Show corridor width to be minimum 36".
Sec. 3304(b)
\}'f. Specify truss layout for 30" x 30" attic
s
Ridges, hips, and valleys shall be at
least one size larger than supported
rafters. Sec. 2Sl3(h) 3
Provide metal straps across ridge beam
and rafters.
MECHANICAL
203. Show access to tne attic or under floor
furnace to be minimum 30 inches by 30
inches. Sec. 703 & 709 UMC
209. fote that passageway to the attic furnace
shall be unobstructed and have continuous
solid flooring not less than 24 incnes
wide. Sec 70S UMC
210. Show permanent alectrical outlet and
lighting fixture controlled by a switch
for the attic furnace. Sec. 70S UMC
211. Show details to comply with Section -709
for furnace under the floor. Section 703
for attic furnace, or Section 710 for
roof or outside furnace.
212. Mote on plan, gas vents and non-combustible
piping passing through three floors or
less shall be effectively draft stopped
at each floor or ceiling. UBC Sec. 1706(a)6
K, ELECTRICAL (National Electrical Codol
All wiring shall comply with the National ElectricaCode
Note on the plan the amperage of electrical
service.
If the electrical installation is more
than 200 amperes, show panel location
and provide a single line diagram and
load calculations including-
a. Miring method employed.
b. Sizes of all conductors, switches,
circuit breakers, fuses, and conduits.
c. Approximate length of service feeders.
d. Provide plot plan showing services,
all panel locations, circuit arrangement
and load distribution on panel busses.
e. Provide typical panel schedule(s).
Dwellings require minimum 100 amp service
Show location of all electrical receptacles. .
Electrical receptacle locations and/or
spacing is not adequate in
All heating, ventilating, and cooling systems
ird appliances shall comply with the Uniform
Mecnanical Code
200. Show the size, location and type of all
heating and cooling appliances or systems.
201 Show source of combustion air for furnace
•fill comply with Chaper B, U.M.C.
202. £'-ST> d^ell.-s; unit shall be provided with
heating facilities capable of maintain-
ing a room temperature of 70" P at 3
feet above the floor in all habitable
rooms. Show basis for compliance. UBC
Sec. 1211
203. Show minimum 30" deep unobstructed working
space in front of furnace.
204. Note on plans,clearances to be per manufac-
turers listing. Sec. 704 UMC
;05 Furnace shall not be installed under any
stairway Sec 704 UMC
206 Furnace snail not be installed in anv
bedroom, oatnroom, closec, or in confined
soacs «fi:h access only through such room,
unless so*ci5iea 33 direct vent appliance,
enclosed furnace or electric heatng aopliancaX
Sec 704 JMC
;07 Show IC30 aporoval for prefab fireplace
and provide approved installation instruce.ons
at ]Qo site
At least one receptacle shall be installed
outdoors, in basements and attached garages,
i other than laundry outlets. Art. 210-25(b)
!7 Show minimum dwelling lighting (NEC
Art. 210-26(3] and GFI'S n garaga, baths
and outdoors NEC Art. 2lO-3(a)
.3. Note 'UFER" ground to be provided (NEC!.
Art 250-31
L.. PLUMBING (Uniform Plumbing Code)
All plumbing shall comply with the Uniform
Plumbing Code.
Show water heater size, tvpe and
location on plans.
Show method of providing comoustion air
to fuel burning water heater. Sec. 1307
Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom. Sec. 1309
Provide adequate barrier to protect water
heater from venicle damage. Sec. 1310
Show T and P valve on water heater and
snow route of discharge line to exterior
Sec. 10Q7(e)
Provide drver vent to outside UMC
Sec 1903
Note on t.he plan chat hose bibbs and lawn "^~~)
spri.ixler systems shal 1 have approved —c
bacJtflow orevention devices Sec. 1003
Shower 3 call shal 1
and nave a innimum
UPC 909ld)
accomodace
floor area
a 30"circle
of 900 sq in.
l^Q.
NO IS E INSULAT ION, (_DU_PLE3CES1
Show details of duplex common (party) walla
and floor/ceiling assemolies to achieve
a Sound Transmission Class (STC) rating
in walls of 50 decibles and an Impact
Insulation Class (tIC) rating on floor/
ceiling of 50 decibles. Title 25
Show now penetration of assemblies for
piping, electrical devices, recessed cabinets,
oathtubs, soffits, or heating ventilating,
or exhaust ducts shall be sealed, lined,
r insulated to maintain required sound
transmission rating. Title 25
Provide insulation in walls and ceiling
to achieve STC of 50 between garage and
living area if garage use is not controlled
by resident Title 25-
«'. . ENERGY CONSERVATION
All additions to existing residential
buildings must comply with Title 24
energy regulations. Additions exceeding
30% of the existing building requires the
existing and addition to have R-19 ceiling
insulation if the existing ceiling area
is accessible for insulation installation
(T20-140KC) .
Specify the insulation R values for walla,
roof and ceiling. (R-ll for walls: R-19
for ceilings, or provide details and analysis
for alternate design. T20-1403 Table A & 23.'
Specify the grosa floor area or heated
portions of the dwelling, and the area
of glazed openings on the plan. (T20-1430)
Provide an analysis justifying increasing
the single glazed area beyond 16* of the
gross floor area. Show method to reduce
heat loss to that which would occur with
basic glazing. (T20-U02,def. )
Provide energy analysis to show that the
bonnet capacity of the gas central furnace
does not exceed the building design heat
loss by more than 304. (Exceptions-
48.000 3TU Hr, output furnace. See also
California Efficiency Adjustment.) T24-1404
Note on plan that all tranverse ducts,
plenums, and fitting points of HVAC system
shall be sealed with pressure sensitive
tape or mastic to prevent air loss. T20-1404
Note on plan that insulation of ducts shall
conform to C.MC Section 1005. (T20-1404)
Note on plan thae all doors and windows
co the exterior or to unconditioned areas
snail oe fully weather striped per ANSI
Standard. (T20-1403).
Note on plan that back draft dampers are
required on all fan systems exhausting
air from tne building. T2Q-1403
ElectnCai resistance apace heating shall
not be used unless:
a. 60% of heating/cooling is supplied
by a nondepletable source.
b supplements a heat pump system.
c*. less than 10% of total heating system,
d. life cycle cost analysis justifies.
T20-1404
Note an plan that all heating and cooling
equipment efficiencies shall conform to
Title 20-C*iapter 2, Subchapeer 4, Article 4
(75* for forced air furnaces).
\'ot* an plan tnat no natural gas, central
leat^ng plant nay be installed without
an r-cecnittenc Egnieion Device. T20-L405
El^C-fic resistance *ater heating is not
pemittsd jnless verfied as cost effective
sv a l*fe cvcle cost anal/sis T20-1406
305.
Outdoor pools with fossil fuel heaters
require pool covers as well as other energy
saving devices such as time clocks, etc.
T20-1406
MISCELLANEOUS
Show a minimum 2" air space and flashing
between planter and building walls.
c. 2S17(e)
Specify material to b* used under the
~ower tile. Sec. 17Q7(a)
Specify lath and plaatar to comply with
Chapter 47, UBC.
Two 3/4" copper pipes must be installed
from water heater location to convenient
location of future solar panels (City Ord.
Provide sleeves (roof jackal in roof for
two future 3/4" copper pipes to convenient
location of future solar panels (City Ord.)
Mote that solar water piping is to be insulated
in areas that are not heated or cooled.
(City Ord.)
See attachment for roofing requirements.
fee Ttsw^illicit?
See \\€vr\ C fn
HQTH;
The plans were reviewed based on the information shown on
the plans. If the plans are in error, or changed during
construction, the permittee shall contact the Building
Department for review and prior approval before proceeding
with the work
Pj Building plans are substantially correct
and complete.
By:.
Date1
ilding plans would be substantially correcifand complete if minor corrections are made
at counter.
By
Date:
II Building plans require major corrections and
complete plan recheck, by plan check
engineer, is required.
By:
Date:
1C /ou have any questions regarding this plan check, please
-—r— cs
ca11 xj »
de vould also be pleased to ,-neec *ich /ou, at no cnarge, if
addLtLanal assistance is needed
Date i Jurisdictio
Prepared byt
VALUATION AND PLAN CHECK FEE
-2^7
Q Bldg. Dept*
p Esgil^r
PLAN CHECK NO., _
BUILDING ADDRESS
APPLICANT/CONTACT
BUILDING OCCUPANCY" /Z-3 Qfrfkt) DESIGNER PHONE
TYPE OF CONSTRUCTION I/- A/ CONTRACTOR PHONE
PHONE NO.
ill IGl^Kk
BUILDING PORTION
Z-/t"&& Q
<^**??^ ol
1>&e>&L'$> £L
Res. Baths (over 3)
Res . Fireplaces ( °^er
Air Conditioning
Commercial
Residential
Res. or Comm.
'Fire Sprinklers
Total Value
BUILDING AREA
XL S33<^ <
*» ^7d (
x SL&O (
'
pf)
^^
VALUATION '
MULTIPLIER-^
Q^fZv
^T jXi
v^ /2^^-
s•*s 2#£*[S
•
@ 2,200
@ 1,760
(a 2.80
P 2.40
@ 1.50
«=
VALUE, ^a,
/ . -2^7?>I0^^J3^¥3Z>
ft .-390
d4-t>o
^ _£^2x>*& — -
_
~Zs>*? /V-fl
^^d-i/^i^
^&^^
W **'
f > v
Adjustment for State
Mandated Hiindicapped
Access
Building Permit Fee $ *" ~~i
Plan Check
COM H E. N 1 S,
8/4/82
DEVELOPMENTAL
SERVICES
D Assistant City M
(714)4385596
D Building Department
(714)4385525
Q Engineering Department
(714)4385541
D Housing & Redpvelopment Department
(714) 438 £81*
n Planning Department
(714)4365591
1200 ELM AVENUE
CARLSBAD, CALIFORNIA 92008
RESIDENTIAL VALUATION CHART EPF : 7/1/82
SFD OR DUPLEX LIVING AREA
ATTACHED UNITS-3 OR MORE
GARAGE AREA
COVERED PORCH
COVERED PATIO
BALCONIES/STAIRS
EACH BATHROOM OVER 3
EACH FIREPLACE OVER 2
RETAINING WALLS
POOLS
SPAS
AIR CONDITIONING
MOBILE OR MODULAR ON S.F.
TOTAL VALUATION
X 47.00
'ilCL
1 2 . 0 0
X 4.50
X 4.50
X 7.50
X 2200.00
X 1760.00
X 9. 00
X 19.00
4000.00
X 2.40
OF BLDG. PER FT) X
PLAN CHECK FEE( 65% OF BUILDING PERMIT FEE)
DEVELOPMENTAL
.SERVICES
BUILDING DEPARTMENT
Cttp of
June 29, 1934
1200 ELM AVENUE
CARLSBAD. CALIFORNIA 92008-1989
(619) 438-5525
TO WHOM IT MAY CONCERN
*
The Public Facilities Fees for the duplex built at 2820 and 2822
Cazadero were collected on September 26, 1983 when Building Permit
83-247 was issued. The amount collected was $4143.00.
MARTIN ORENYAK
DIRECTOR OF BUILDING AND PLANNING
cd
r\ it j£r i
h\Slr\
ILD1NG ADDRSS:
iding Department
ONE:
iNCINITAS
SCHOOL FEES: SAN DIEGUITO_
CARLSBAD
JNITS REQ'D:PROVIDED:
COVERAGE ALLOWED ;
PARKING SPACES REQ'D:
BU I LD ING iH I GHT
FRONT SETBACK
PROVIDED:
PROVIDED:
REAR SETBACK
- DEVELOPMENT APPROVAL REQ'D:
LANDSCAPE § IRRIGATION PLAN COMMENTS:
ENVIRONMENTAL PROTECTION REQ:
ADDITIONAL COMMENTS:
PUBLIC FACILITIES FEE A^SEWER CONNECT ION :
DRIVEWAY LOCATION(_7
GRADING PERMIT
DRAINAGE:
LEGAL DESCRIPTION:
AllTIONAL COMMENTS;
*CHi:CK IF ENG
OK TO ISSUE
DATE
;ING INSPLCTIGNV.REQ'D. ON
U6ORATORY
SAN DlBGO -
ESCOND^DO '-
RALW DESERT -
280-4321
J46-4544
£• - • f
'. ^
nrit&ry
***
T
UWE*RCUTf
Lpts: Undent .Undercut Depth, Ft..
Na Tests Taken Today..Yardage Placed.
\ftforWng.
!>f
it.-*- -
£, . v;*1 •"Name OT
j.N<683-66
ENGINEERING
* I DALE' L. FORBES] •
CIVIL ENGINEER
Lie. 30^07
Project: Structural calculations on Duplex-Condo. for Mr,
Kent Forgeon at lot 359, Cazadero Drive.
Client: James Leigh Group, Inc
Date: June 6, 1983
15441 Capri Circle
Huntington Beach, Ca.
9264?
(71*0 891-5635
ENGINEERING Sheet;
Date:jf fa fa
JN:
LOAD CONDITION m
Roof; Wd.Shake/Compo
Slope : 4 s 1 2
Live Load
Roofing Mtl,
Build-up
Sheathing
Roof Rafters
Ceiling Joist
Drywall
Misc.
Dead Load
Total Load
LL/1.25 + DL
16.0
4.0
1.5
1.5
1.5
2.5
1.0
12.0
28.0
25.0
[2]
Rock
3:12
20.0
6.0
1.5
3.0
2.5
1.0
14.0
34.0
30.0
Tile
16.0
10,0
1.5
1.5
1.5
2.5
1.0
18.0
34.0
31.0
Floor;
Live Load
D.L. of F/F
Sheathing
Floor Joist
Drywall
Total D.L,
Total Load
LOAD CONDITION
Revisions:
D
D
D
(]
wy
40,
5
1
32
TT
52
o
'.o
0
0
.5
,0
fr
.0
I
s * n
w/conc.
40.0
15.0
1.53.0
2.5
22.0
62.0
4-
- '
CRITERIA; 1979 Uniform Building Code / Los Angeles Building Code
Timber: West Coast Douglas Fir
Size/Grd.
2X flo.3*
4X No.tl
6X No.1/DSS
fb (single/rep)
1250 / 1450
1500
1350 / 1900
fv psi
95
95
85
E psi
1 ,700,000
1,800,000
1,600,000/1.7
Glued Laminated Beams: West Coast Douglas Fir Industrial app. grade
fb=2400 psi; fv-165psi; E=1,700,000psi
Concrete: Foundation: 28 day strength = 2000.psi, continuous
inspection not required.
Reinforcing Steel: Intermediate Grade, A40, as per ASTM A615. All
bars except #2 shall be deformed. Welded wire mesh as per
ASTM A185.
Structural Steel: Fabrication and erection of structural steel shall
be in accordance with "specification for the design, fabri-
cation and erection of structural steel
for buildings," AISC, current edition.
Steel to conform to ASTM A-36; Pipe
Columns shall conform to ASTM A53t
Orade B.
All welding shall be performed by certi-
fied welders, using the Electric Shielded
Arc Process at licensed shops or other-
wise approved by the Building Department.
Continuous inspection required for all
field welding.
ENGINEER:
FE EIMGINEERIIMG Sheet: 3
Date;
p =
Roof = (
Wall = (
Floor= (
)(
DL,
W =
.12( <! -7.TO ). 3
in2
1=in4.
Use 6 X WCDP # I
A-T
(L=p =
Roof =
Wall =
Floor=
DL
3^~a>
A=1.5
.Z£.--J2>-
>si = 23. / in2
Use 4- Y J2—WCDF
3M
P = <O-
Roof = (2-^)(J
Wall = ( )(_
Floor= ( ) (__
DL,
w =
.3in
V=
A=1.5
1= /7
_
. 6in2
R= /qgQ jjf
Use WCDF
FE ENGINEERING Sheet;
Date:
13M
P *
Roof = (,
Wall * (,
Floor= (
)(
) (
DL,
W =
V=(
in2
1=xn
Use 4" K A2^ WCDF
Roof =
Wall = (
Floor= (
)(
DL
W =
-12L2£211~ ' '. '•psi
,inA
lf )
in
R-
4- V 12— WCDF
Us'
T c?
P =
Roof = ( )(
Wall = U2-H_2_1
Floor=
DL,
W =
V=(_
A=1.5
1=
i =42,^ in2
R=L-
Use ^K/Q
ENGINEERING Sheet;
Date:
HAUt-
P =
Roof =
Wall = ( fg>)(
Floor*
DL
w =
psi
V=( plf)
A=1,5 V/_
1=
in3
in*.
4.1
Use & X. /O WCDF
4- xi
P =
Roof = (
Wall = (
Floor=
DL
u/-w=
psi . 3
A=1.5
1=in
Use WCDF #
/VT
Roof = (
Wall = (Z£JL21
Floor= I
DL,
.0
r^
.3in
A=1.5
1=
in2
in
S ENGIIMEERIIMG Sheet: b
Date;
AT
a-j/T')
Roof = (,
Wall = (.
Floor= (
)(
)(
P DL,
W =
V=(
A=1.5 in2
, R=
Use 4 X /g WCDF #
<£. Z.T OF-
!)
P =
Roof = (.
Wall = (.
Floor= (
i '33'
DL,
W =
. 3
in2
1=
Use 4A/f> WCDF g /
O (L=
P =
Roof = (.
Wall = (,
Floor= (
DL,
W =
psi
lf)(
A=1.5
1=
si =
in3
in2
R=
Use WCDF f
-=
FORBES ENGINEERING Sheet: 7
Date: & /$yV>
JN; 6^3~<£6
LATERAL ANALYSIS
Floor =
(.186 ) X
Controlling Lateral Force: 2
TRANSVERSE Wind:5psf
Seismic:Roof =
Wall
Fl-oor =
/sf 1 1 -43%f
37.)
plf
10
32-)
(.186 ) X
•a 204-
-,irt »"•
"= 233
Controlling Lateral Force:_
•/
ENGINEERING Sheet;
Date;
JN:
FRAMING MOTES: 1979 Uniform Building Code
a. All exterior walls to be secured with 1/2" dia. x 10" A.B.!s
at 72" o.c., unless otherwise noted
b. An alternate to A.B.!s use Phillips Red Heads ws1254
c. All interior walls with shot pins (Ramset 03348 or equivalent)
at 36" o.c. at bearing walls and 48" o,c. at non-bearing walls
unless otherwise noted.
/1\— 1x diagonal sheathing. Each board nailed at every stud
with 2-8d for 1x6 & 3-8d for 1x8* Diaphragm boundaries use
3 & 4-8d nails respectively. (sec. 25H b.l) 300.0/1
2\— 1/2" drywall with 5d cooler nails @ 7" o.c. edges
- & field (Table 47-1 UBC) 100.0/1
3\— 5/8" drywall with 6d cooler nails @ 7" o.c. edges
& field (Table 47-1 UBC)- — 100.0/1
*.— 1/2" drywall with 5d cooler nails Q 4rt o.c. edges
& field (Table 47-1 UBC) 125.0/1
5\— 5/8" drywall with 6d cooler nails 8 4" o.c. edges
& field (Table 47-1 UBC)- 125.0/1
6\-- 1/2" blocked drywall with 5d cooler nails 8 4"
edges & field (table 47-1 UBC) 150.0/1
/\
7\— 5/8" blocked drywall with 6d cooler nails 8 4"
o.c. edges & field (Table 47-1 UBC) 175.0/1
/8\-- 7/8" stucco over paper backed lath w/16 gauge
staples at 6" o.c. at top & bottom plates,
edge of shear wall and on field (ICBO Report No.
1823. May 1972)
or (ICBO Report No. 1318, Feb. 1973) 180.0/1
9\-- 7/8" stucco over paper backed lath w/16 gauge
staples at 3" o.c. at top & bottom plates,
edge of shear wall and 6" o.c. on field (ICBO
Report No. 1823, May 1972) or (ICBO Report
No. 1318, Feb. 1973) — 325.0/1
**(Use CDX or Std. W. Ext. Glue In-lieu of Str. II) **
-- 3/8" Structural II Plywood with 8d nails at 6"
o.c. at edges & 12" o.c. field (Table 25K UBC) --264.0/1
1\— 3/8" Structural II Plywood with 8d nails at 4" o.c.
at edges & 12" o.c. field (Table 25K UBC) 384-0/1
12\ — 3/8" Structural II Plywood with 8d nails at 2-1/2" o.c.
at edges & 12" o.c. field (Table 25K UBC) 564.0/1
-- 3/8" Structural II Plywood with 8d nails at 2" o.c. at
edges'& 12" o.c. field (Table 25K UBC) 636.0/1
/\ " Structural Plywood with d nails at o.c.
edges & 12 o.c. field (Table 25K UBC) - — -
FB
Cf^r*fci n •-»l-tJlHBfcS ENGINEERING
Sheet: ^
Date: £/r/*3
JN: £g3~A£
Wall 8
Steel Strap
Simpson ST- 67-"2.^ EA/Post
over ply. sheathing.
/\,Wall Material
DETAIL
X -f-Posts - Full bearing for HDR,
2 X 4- Studs 0 16" O.C.
i" X 10" AB'S per panel
Simpson PA28 on 4 X £ Post
Load e psf)(ibs
Shear = Load/ x = gZ-4-lbs/ 2- ft 4* H — Ibs/ft
ft-lbaO.T.M.s L x H _
Section Req''d = O.T.M. x 12/1.33 x 1500 = .006 x O.T.M
S = .006 ( .5^13) = 3:> IN3, UPLIFT = O.T.M./x =
STEEL REQ»D =
Ibs
in2
OUSE A w/ (O) i" x 10" AB'S per panel
/2\ w/ Simpson ST- &1Z4-E/S of panel on posts
j A .
FE E1MGIIMEERIIMG Sheet
Date:
JN:
WALL <5
LOAD =
SHEAR = LOAD/ / T^FT * I V0 LBS/FT
i/. MEO
-IT-
SHEAR = LOAD//^ FT = Hi LBS/FT
"
•,(E
3) WALL <L/5,£"A^ OF Kir L =\j^ j * •*
LOAD = ( fef LB/FT)(20 FT/2)?*=.
SHEAR = LOAD/ 4^ FT = 3^5" LBS/FT
O-'^A"""*4
. ji
WALL CRT DP ^•/^/*'=3 L=(T
LOAD « ( 1*^ LB/FT}( 20 FT/2) -'^9O
SHEAR = LOAD/^ FT = '"741 LBS/FT
C*\ /. USE A u>/ //^"x /d"AB»'^ <S2^ -' *
WALL BET ^.A/L f frtv^f k =
71-8
LOAD = ( 2.33 LB/FT)(/D
FORBES ENGINEERING
Sheet
Date:
JN:
Wall Q
DETAIL
EA/Post
Posts - Full bearing for HDR
2 X f Studs @ 16" O.C.
(7^) 4" X 10" ABrS per panel
( [ ) Simpson on 4 X 4- Post
Load = (2.33 psf)(
Shear = Load/ x =
0,T.M.= L x H = /l
Ibs/ 4.^*3 ft =Iba/ft
A X ^ft-lbs
Section Req'd = O.T.M. x 12/1.33 x 1500 = .006 x O.T.M.
S = .006 ( 39St? ) = ^-^— IN3, UPLIFT = O.T.M./x =
STEEL REQ'D =. 2in
oUSE w/ ( 2_) 4" x 10" AB'S- per panel
W/ Simpson ST-£2.3£ E/S of panel on posts
FE EIMGIIMEERING Sheet: l~L-
Date:
JN:
WALL <JL ,*
LOAD = (Z3> LB/FT)(-30 FT/2) ~ 34%$"
SHEAR = LOAD/22.rFT = /5~f LBS/FT
("*)/• USE
L =
WALL
LOAD = ( 2-3^ LB/FT)(2^FT/2) T
SHSAR = LOAD//6^FT = / U °l LBS/FT
C) .\ USE
WALL <2.
LOAD = ( 23> LB/FT}( J-^FT/2) =" 13
SHEAR = LOAD/ S FT = II 5" LBS/FT
r/0) WALL (2.
LOAD =
SHEAR = LOAD/ 4°\ FT =
^e-ft- PsT ^_* V W-
t (zc/^ ^] =
LBS/FT
L =
FE ENGIINJEERIMG Sheet
Date;
WALL
LOAD =
SHEAR
MfrtfT OF
z-35~ LB/FT)(zo
LOAD//£,2rFT =
/. SS£
LBS/FT
WALL
= (Zg_5TLB/FT)((32-FT/2)
SHEAR = LOAD//^ FT = it/ LBS/FT
O
L =
L -
WALL
LOAD = ( LB/FT)(
SHEAR = LOAD/ FT =
FT/2) -
LBS/FT
O •'• sa
:trXic)(L
L =
WALL
LOAD = ( LB/FT)(
SHEAR = LOAD/ FT =
FT/2) -
LBS/FT
O •'• m
L a
FE ENGINEERING Sheet; /
Date;
JN:
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FE ENGINEERING Sheet:
Date;
R ENGINEERING Sheet;
Date;
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R ENGINEERING Sheet
Date;
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I
FE
Sheet:
Date:
/ <£>
*}
FOUNDATION ANALYSIS
Assumed Soil Bearing Pressure - / °i~3Q psf
to be verified by Soils Report s by bidg.
Department prior to construction. t
1 ) Continuous Footing Design.
Roof:
Wall:
Floor:
(
/e? ( I (s ) = /
) = 4 1
7 I
/
Use jZ. " wide X IST " deep continuous footing 1 story
fZ " wide X /% n deep continuous footing 2 story
fU^P Lx(<,
2) Point Loaded Footing.
SB S W
IH
Pmax =1U
3) Pads & Steel Heeded.
A) PAD FQR2BM-S p
B)
Slab
Pmax
f— Post
\
\ =f
\
\
6"
D
SOUTHERN CALIFORNIA SOIL AND TESTING, INC
6ZBU RIVERDALE ST SAN DIEGD CALIF 9212D . TELE ZBD-4321 . P D BOX 2 D 6 2 7 SAN DIEGO CALIF 9Z1ZO
71-B31 VELIE WAY PALM DESERT, CALIF 92Z6Q • TELE 346-1078
G7S ENTERPRISE ST ESCONDIDD, CALIF 52025 • TELE 746-4S44
September 28, 1983
Randy Forgan
2816 Cazadero Drive
Carlsbad, California 92008
SCS&T 14244
Report No. 1
SUBJECT- Moisture Test Results, Forgan Lot, 2820 Cazadero Drive, Carlsbad.
Dear Sir*
In accordance with your request, we have completed a moisture test at the
subject site. A representative sample of the subsurface soil was obtained
and tested for its moisture content. This sample which was located approxi-
mately 18 inches below grade was determined to possess a moisture content
of 21.4%.
If you have any questions after reviewing our report, please do not hesitate
to contact this office. This opportunity to be of professional service is
sincerely appreciated.
Respectfully submitted,
SOUTHERN CALIFORNIA SOIL & TESTING, INC.
Robert R. Russell, R.C.E. #32142
RRR/nr
cc: (3) Submitted
(1) SCS&T, Escondido
(1) City of Carlsbad, Building Oept.
SEP2S1C:"
OF CARLSBAD
Euilt Department
SOUTHERN CALIFORNIA SOIL AND TESTING,N C
LOG- NO 26
SAN MARCOS UNIFIED SCHOOL DISTRICT
PROJECT SERVICE AVAILABILITY LETTEF
(Applicant fill in - print legibly)
APPLICANT ft tA; f* f &,^<-/i/ /-~3/", <tO*-> Phone N<
Addiess 7^/6 C ^ z-<- c/ *• "C CV, , C^A. * tib. t-J C A
OWNER //e-o/- £ (2^-^/y / "o ^ e-o *VJ Phone N<
Address 2 ^? /A C. <^- 1. c- ^ ^ <L ^ O O -
PROJECT DESCRIPTION Project Address/Location to
Project Name ^Jo*J c_
Project located on Assessor's
, Assessor's Parcel No (s) 1 il /T$1l "Uil^l [•?]#! 3 |
( Attach legal descriution
necc^ar>) 2 | | | || || || | | 4 |
Census Tract No ?nO 0?
Project Type (check one or more) Housing Tync No of D U '
\\^ Minor Subdivision (TPM) Single Family
1 | flavor Subdivision (T"l) Multiple Family 9 u .^> i «- S
ffobilehome Units
3 yss-vjov
c? e.*r^>^
3 yi^-y^oy
f ^A-c? C^-«-^*t
Parcel Numbers
III III!
1 I If 1 IF II
^, No of Bedrooms
\ ^^j
Owner /applicant aprees to reconfarm this proiect with the issuing school district every 6 months
unless such action is not required by the district District Phone 61 9-744-4776 _
Owner /applicant understand that the certification foi school service contained in this Project ___
Service Availability Letter is no longer efEeciive if the proiect is disapproved or if the con-
ditional proiect approval (subdivision,, oermit, or other conditional use processes) expires
The information I have provided, is correct
APPLICANT'S SIGNATURE /
SAN MARCOS UNIFIED SQICOL DISTRICT
CERTIFICATION OF SCHOOL AVAILABILITY OR NON-AVAILABILITY
Date !D | Ujjj | DAY
TO City of Carlsbad
FROM school District San Marcos Unified rn ades SB: ved K-6, 7 & 8,
1 |j School services and facilities are conrmtted for this nrojoct Services will be available
concurrent with project need based on a secured a^ncanon 1 \M Lh tho developer which h.is
adequate financing and clear intent The termination ditc of (ho document is
See ,il Lathed copy
2 )fx}( The undersigned school district hereby certifies that it will lie able to orovide adequate
school services and facilities to the above described piojcct concuiicntly with the need of
such project Owner/applicant has pud the lotjuirod develorjei s iee
3 |j 1he undersigned school district hereby certifies that it will noj^ be able to provide adequate
school services and facilities to the above described pioject concurrently with the need of
such project because
DISTRICT REPRESENTATIVE'S SIGNATURE Date September 7. 1983
TITLE Facilities Technician Phone 744-4776
KNTTTY YFTJftt-DISTRICT PINK-OWNER/APPLICANT
LEUCAUIA COUNTY WATER DISTRICT
APPLICATION FOR SEWER SERVICE
The application must be signed by the owner (or his representative) of the property
to be served. The total charges must be paid to the District at the tune the application is
submitted* /
APPLICANT MUST SUBMIT EVIDENCE OF BUILDING PERMIT WITHIN 60 DAYS.
y-FAILURE TO MAKE SUCH SUBMITTAL WILL RESULT IN AUTOMATIC CANCELLATION
, OF THE SEWER PERMIT. THE SEWER CONNECTION FEE LESS A $50 ADMINIST3A-
/ TIVE FEE WILL BE REFUNDED.
A six-month construction period shall be provided and sewer service charges for the bal-
ance of the fiscal year shall be collected at the time of application for sewer permits.
Sewer service charges for subsequent fiscal years shall be collected on the tax roll in the
same manner as property taxes. If the six-month construction period extends into the sub-
' sequent fiscal year, a prorated sewer service charge for that fiscal year shall be collected
on the tax roll in the same manner as property taxes. The full sewer service charges for all
subsequent years shall be collected on the tax roll in the same manner as property taxes.
There will be no additional fee or refund if service actually commences on a different date.
The prorated sewer service charge shall not be required in those applications for sewer
permits for subdivisions. Such applicants shall be required to notify the District, on
forms provided by the District, of escrow closings on individual properties within the
subdivision. Sewer service charges shall commence upon close of escrow and will be the
responsibility of the buyer.
If a service lateral is required, it will be installed by the Leucadia County Water
District. The service lateral is that part of the sewer system that extends from the main
collection line in the street (or easement) to the point in the street (at or near the
applicant's property line) where the service lateral is connected to the applicant's building
sewer. The applicant is responsible for the construction, at the applicant's expense, of
thp sewer pipeline (building sewer) from the applicant's plumbing to the point in the street
(or easement) where a connection is made to the service lateral.
The connection of the applicant's building sewer to the service lateral shall be made
by the applicant at his expense. The connection must be made in conformity with the District's
specifications, rules and regulations; and
IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM
MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE
MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION
MADE TO THE SERVICE LATERAL OR COLLECTION LINE WITHOUT PRIOR APPROVAL AND
INSPECTION BY THE DISTMCT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED.
The inspection Deposit will be refunded upon the completion of satisfactory inspection of
the connection to the District's sewer system. The inspection deposit shall not apply in those
cases in which the applicant has paid plan check and inspection fees for a subdivision.
OWNER'S NAME: Kent & Randv Foroeon
MAILING ADDRESS: 1175 La Moree Rd
PHONE NUMBER:
San Marcos. Ca 92069
745-6963
EASEMENT:
@$ /Foot
/Foot
SERVICE ADDRESS:_
LOT NUMBER: 359
Cazadero Dr
TRACT DESCRIPTION: L CM 2
ASSESSOR'S PARCEL NO: '^j<T-
TYPE OF BUILDING Duplex NO. OF UNITS
CONNECTION FEE:
LATERAL SIZE:
EXTRA FOOTAGE:
EXTRA DEPTH:
LATERAL FEE
INSPECTION DEPOSIT
PRORATED SEWER SERVICE FEE
TOTAL
PAID BY: CASH CHECK NO. 4328
RECEIVED BY: gf
$3,000.00
50.00
60.00
$ 3.110/001
the
The undersigned hereby agrees that the above information given is correct and agrees to
7as stated.
/16066-65
Signature
6-14-83
Date Account No
cF r-n •*\V ^ - *>