HomeMy WebLinkAbout2818 CAZADERO DR; ; 82-188; PermitDECLARATIONS
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QbAPPLICANT COPY
I | PLAN CHECKER COPY
€\tp of Carlsbab
JURISDICTION.
PS01ECT ADDRESS.
PLAN CORRECTION SHEET
SINGLE FAMILY AND DUPLEX DWPLLINGS
Plan Check No.
Tate plans received by junsdictionj
late plans received by plan checker_
Date initial plan check completodff/&'\lt by
Fr.-nurPH PIEASF HFAD
! 1n chock is limited to technical roqui rcm< nts
*-ta.nod in the Uniform Building Codo, Uniform
urbing Code, Uniform Mechanical todo, National
ortiical Code and "state laws regulating energy
iservat ion, noise attenuation and access for
-> handicapped The plan check is bised on
^jlations enforced by the Building Inspection
fort-ent . You iray have other corrections
rn laws and ordinances enforcrd by the
-g Deparfn'nt , rnginoi ri ng Department
i r dciirtrn-* s
~ ' i r. -is circ] i d \, 1 n n, • 1 1 < 1 it i f it n' ion,
no*1 * i cat ion or ch.ii>. All < i rt 1< <1 1 1 • rtr have
*.- ijc satisfied LLfore t 'u plans will bi_ in
cciforr^ance v.ith the cited codes and regulations
Ftr Sec 303 Ic), 1979 Uniform Building Code,
tV- approval of the plans does not permit the
•violation of any state, county or city law
Submit fylly 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
oi 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)
U"' PRO1TCTION
Walls 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. 1709(a)
Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback
from the property lino. Sec. 1710 and
Sec 504(b)
Projections, including caves,shall be one-
hour fire-resistivo construction, heavy
timber or of non-rombustible material if
thiy project into the 3' setback area from
t In property 1 i no Sec 1710
-how loi.it ion oi piitnin-nt
1, t , < tor Src 1 ,'l H
( 'll»)M_SJ/I_',f I.K.HT, VI Nl'll M'lONS flNI> _T.rj\y.I_NG
jS^l O,.r room must rout iin .1 niinnri'im of 150 square
r fi ef of ,u[>' rl ici il i loor nr< T <;cc 1207(b)
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X" tl il i »-ahl.
' i t 11 r
in k i t < h' n1--, sruil I
l f f Ct Ol f 1 0(11
^^ \. nJiiw .i-t'i n ,t .it }• ,\ t 1/10 of t ho
* llonr ar> a ar.d a niiinuri of 10 square fe
App. ars to be dnfi»ient
Please make al1^Corrections on tho original
tracings and sjij-nit two new sets of prints,
ara any original plan SLts that may havn
btt." returned to you by h^ -jurisdict ion,
"c
Oprnablo window arc>i must be 1/20 of the
floor arou »nd <J -niniinum of 0 square foot.
In bathrooms, laiin.h, rooms and similar
tooms. Mininum is 1 "i sq ft (Sec 1205(a)
One-half of all required window area ir-ust
bo openable i n _ _
To facilitate n i In cAi n<i, please identify,
r L \t to each Circled itt.ni, the sheet of
t *" L cilais uuon *') i L h iLich correction on
t-n shct-t 1" is ^ o- ndo .ind return this
c^ict short v.itn tli. r-,\ isi-d plans
I HI i cate on plus t Iv name of t he 11 qi 1
rv-">'r anj nine of pi r on respond i bl < for
tN f.rcparjtior uf t hi plan'i 'Joe 302(b)
Piovide nechanical vtntilation capable of
pioviding five air rhinqos per hour in
li.it htooms, wfttcr clo ,< t t-omp.irtmonts, laundry
r i jfiir'i and similar i o> >'ns if i < q'i i r< d wi ndows
ill i not pi ividt d ' ' c 1 ^ITJI n )
s'
Uci habit.ible inoni, olh^r than .1 kitchon,
sha ] 1 br> 11 , , thin 7 ' {) ' in any il i m< ns ion
lie 1207(c)
Show th ir crMlinrj hfujht for habitable
r ( (im j is a m ti i mum o! 7 ' 6" Hi'-c 1 207 ( a )
Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a
minimum of 7'0". Sec. 1207(a)
Provide 30" clear width for water closet
compartments and 24" clearance in front
of water closet. Sec. 1711(b)
No cooking room shall be used for sleeping
purposes, unless complying as an efficiency
"living unit. Sec 1208
Specify safety glazing for glazing in hazardous
locations such as glass doors, glazing
adjacent to such doors and glazing adjacent
to walking surfaces. Sec. 5406
Glazing in shower and
(including windows)
laminated or approved plastic. fiftUU *l/T f*T"
Sec. 1711 (f)(g)
Sleeping rooms shall have a window or
exterior door for emergency exit Sill
height shall not 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
Eaves and cornices may not project into
a required yard more than 2 inches for each
foot of yard width if required windows
open into the yard Sec 1206(d)
A mezzanine is an intermediate floor and
may not have a floor area exceeding 33 1/3
percent of the total floor a^ea 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.
The loft you show does not comply as a
mezzanine floor and is, by Building Code
definition, a story
EXITS, STAIRWAYS, AND RAILINGS
Floors above the second story shall have
not less than 2 exits. Sec. 3302(a)
Required exit doorways shall be not less
than 36" in width and not less than 6'-8"
in height, and shall be capable of opening
at least 90 degrees. Sec 3303(e)
Provide 36" high protective railing for
porches, balconies, and open sides of landings
Maximum 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 rail
Table 23-B
Provide stairway and landing details
Sec. 3305(b) & (c)
a. Maximum rise 8" and minimum run is 9"
b. Minimum head room is 6'-6".
c. Minimum width is 30"
Handrails shall satisfy the following.
a Provide handrail for stairways over 30"
high when serving a single dwelling
Title 24, Sec. T25-22<b>
b. Handrail shall be 30" to 34" above the
nosing of treads. Sec 3305tj)
Handrail projecting from a wall shall
have a space not less than 1 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. 3305(j) (see attached)
Every stairway landing shall have a dimension,
measured in the direction of travel, at
least equal to the stairway width
Sec. 3305(g)
A door may open 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, to
less than one-half the required width of
he stairway Sec 3305(g)
A door may open inward at the top step of
a stairway provided the top step is not
more than 7 1/2" lower than the floor level.
Sec. 3303(1)2
Provide details of winding stairway.
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
c Minimum width is
(see attached)
9 inches.
30 inches.Sec. 3305(d)
Provide spiral stairway details
Minimum run is 7 1/2 inches at a point
from where the tread is the narrowest
b Maximum rise is 9 1/2
c Minmum headroom is 6
Sec 3305(f)
, (see attached)
inches
feet 6 inches
56/Sprial stairways may not be 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
handrail. Sec. 3305(f)
Provide I.C.B.O. Reasearch Report and Number
for metal stairway, or submit plans and
calculations and approved fabricator
registered with the Building Department
or note that the stairway fabrication 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-rated assemblies for all
openings in the exterior wall below or within
10 feet horizontally of an exterior stair-
way An exit balcony with 2 separated
stairways is exempt Sec 3305
&0 Exterior stdirways shall not project into
/ the 3 foot setback from the property lines
/ Sec 3305(n)
walls and soffits of the enclosed useable
under interior stairs shall be protected
c" "he enclosed side as required for one-hour
fire-res istive construction. Sec 3305(m)
62. Minimum construction specifications shall
be maae a cart of the approved plans
(See attached)
E. ROOFING
><r specify roof pitch
yC, Roof pitch is not adequate for roof
- ' minimum - '
X
\2J Specify roof material and application
/
~^y~"Specify I C,B 0 approval number for rfcof
* materials not covered in UBC
TA Specify roof slope for drainage or design
f to support accumulated water Sec 3207(a)
Show roof drains and overflows Sec 3207(a)
Provide skylight details to show compliance
Sections 3401 and 5207 or provide ICBO
approval number.
Provide plastic roof panel details to show
compliance with Section 5206 or provide
ICBO number.
Show attic ventilation Minimum vent area
is 1/150 of attic area or 1/300 of attice
area if at least 50* of the required vent
is at least 3 feet above ceiling joists
Sec 3205(c)
B. MASONRY
Provide fireplace construction details or
note construction to be per attached fireplace
standard drawing Sec 3707
Show veneer support and connections comply
with Sec 3002, 4,5,6, and Sec 2516UJ
regarding ties and #9 wire in horizontal
joints or note construction to be per attached
sheets 30-1 or 30-2.
6. Show height and construction details of
all masonry walls. Chapter 24
49 Note that cleanout openings shall be provided
•S at the bottom of all cells to be grout filled
over 4' in a single pour Cleanout shall
be sealed before 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 2310XProvide material specifications for mortar,
grout, masonry and reinforcing steel
Sec. 2403
7Show how masonry house walls retaining earth
are to be waterproofed. Provide detail
94/Note that special inspection of the masonry
/ will be required for
G. GARAGE _ANDCARPORTS
HXJ Garage requires one-hour fire protection
S on the garage side of walls and ceilings
.'common to the dwelling Table 5-B Sec 503(b)
All elements supporting floor above garage
to have one-hour fire-resistive protection
on the garage side Sec 503 Beams and
posts, not within the wall or ceiling con-
struction, must comply with UBC, Table 43-A,
or be minimum 6" dimension beam and minimum
8" by 8" post
109
Show 1 3/8" solid core self-closing door
for openings between garage and dwelling.
*ec 503(d)
rages are not permitted to open into
a room used for sleeping purposes. Sec. 1104
Openings between carport and residence
require self-closing doors and stationary
windowg. Sec. 1214
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
1/2 to 1 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).
Provide 18" raised platforms for any FAU,
water heater, or any other device which
may generate a flame or spark
Note that continuous fire wall protection
shall be installed behind raised platform(s)
prior to framing platform
H. FOUNDATION REQUIREMENTS
L19' Note on plans that"A soils engineer shall
""^ evaluate any unanticipated uncompacted fill
or expansive soil or other soil problems
disclosed during construction" Sec.306(aH2.
Submit soils classification determination
by a licensed engineer or architect based
on observation, tests, borings, or excavations
and containing comments on the degree of
expansiveness, compressibility and bearing
value. Sec. 2905
Note on the plan the soils classification,
whether or not the soil is expansive, and
note the allowable bearing value Sec 2905
The foundation plan does not comply with
the soil report recommendation for this
'
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, forming
and reinforcement comply with the soils
report and approved plan. '
Provide spread footings for concentrated
loads designed for 1,000 PSF soil bearing
or per bearing value as determined by
an engineer or architect Chapter
Show height of all foundation walls Chapter 23
S^iow height of retained earth on all foundation
.11 Is Chapter 23
Show distance of foundation to edge of
cut or fill slopes and show steepness and
heights of cuts and fills Chapter 29
Note on plans that wood shall be 6" above
finish grade Sec 2417(c) 7
Note on plans that surface water will drain
away from building and show drainage pattern
and key elevations Sec 2905(f) StfC
Dimension foundation per Table 29A. ' °
TABLE NO 29-A— FOUNDATIONS FOR STUOSEAPING
WALLS— MINIMUM REQUIREMENTS
NUMBED
OF
STORIES
1
2
3
THICKNESS OF
FOUNDATION WALL
(Inches)
CONCRETE
6
8
10
UNIT
MASONRY
6
8
10
WIDTH
OF
FOOTING(Inchn)
12
15
18
THICKNESSOF
FOOTING(Inehfl)
6
7
8
DEPTH OF
FOUNDATION
BELOW
NATURAL
SURFACEOF GROUND
GRADE{Inches)
12
18
24
Note cross bridging or blocking Floor
joists and rafters more than 12" in depth
and spanning more than a feet shall be
supported laterally by bridging at intervals
not exceeding 8 feet Sec 2506(g)
Show blocking at ends and at supports
of floor joists, and for rafters at exterior
walls. Sec. 2506(g)
Show solid blocking at ridge line and
at exterior walla on trussed roofs
Sec. 2506(g)
Show double joists. Floor joists shall
be doubled under bearing partitions running
parallel with the joists. Sec. 2518{d) 5
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)
1.
NOTES
Where unusual condition* or frost conditions are found tooting*, andfoundations shall be as required in Section 2907 (a)
The ground under the floor may be eicavated to the il^-itiun of thetop of the foot me
Show foundation sills to be pressure treated,
or equal. Sec. 2517(c) 3.
1 Show foundation bolt size and spacing
ec. 2907(e)
Specify size, ICBO number and manufacturer
of power driven pins Show edge and end
distance and spacing Sec 306(f)
Show size, imbedment and location of hold
down anchors on foundation plan Sec 2312(f)
Note on plan that hold down anchors must
be tied in place prior to foundation inspection
Sec 2312(f)
Show adequate footings under all shear
walls. Sec 2311(e)
Show stepped footings for slopes steeper
than 1-10 Sec. 2907(c)
Show minimum 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
undisturbed soil. Table 29-A
Show minimum under floor access of 18"x 24"
Sec 2517
^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
FRAMING
Show rafter purlin bra .
than 45 degrees to the horizonSec. 2518(h)
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 top 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 walla 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 Sec 2517(f)
Show stud size and spacing Maximum allow-
able stud heights 2"x4"@ 16" is 14',
J
x4"&2"t6"a L6"o c is 20' Sec. 2518fg)2
ote an A I.T C. Certificate of Compliance
or glued laminated wood members shall
be given to the Building Inspector prior
to erection Sec 306(£)
Detail all post to beam and post to footing
connections. Sec 2517(c) 4
Specify nail size and spacing for all
shear walls, floor and roof dianhragms
Indicate required blocking Maintain
maximum diaphragm dimension ratios.
(Tables I,J,K)
Show 3"x4" or 2"x6" studs in first story
of three story building. Sec. 2518(f>
Provide truss details and truss calculations.
Provide roof framing plan. Sec. 302(a)7
Provide framing sections through__
1>0
'
Show all joists, rafters, beams, and posts
2" to 4" thick to be No 2 Grade Douglas
Fir-Larch or better. All posts and beams
5" and thicker shall be No. 1 Grade Douglas
Fir-Larch or better. (Table 25-A-l)
Show wall bracing. Every exterior wood
stud wall and main cross partition shall
be braced at each end and at least every
25 feet of length with 1x4 diagonal
let-in brace or equivalent. Sec. 2518{g)5
Section 302{a) 7
Specify all header sizes for opening over
4' wide. Sec. 2518(g) 7
Provide calculations for
Section 302(a) 7
In areas subject to water splash and in
/ exterior locations, wood columns and posts
shall be supported by piers projecting
at least 2" above the finished grade and
shall bear on a metal base plate or treated
wood unless the columns or oosts are foun-
dation grade redwood or cedar Sec 25L7(c)4
Lfrtf'
Show location of attic access with minimun
size 22" x 30". Sec 3205
Show draft separation for attic areas
.-, excess of 3,000 sq ft Sec 3205
Show draft separation for space between
dropped ceilings and floor above in excess
of l",QQQ sq.ft Sec 2517
Specify plywood grade and panel indenti-
ficauion index. Table 25-J
When roof pitch is less than 3 12, design
ridge as a oeam £>ec. 2518 (h)
Wood shear walls shall not be used to
resist horizontal forces contributed by
masonry in buildings over one story in
eight. Sec 2516(b)
Gypsum lath and plaster, gypsum sheathing
board and gypsum wallboard shall not be
used m vertical diaphragms to resist
forces imposed by masonry or concrete
construction Table 47-1
If cripple wall studs are less than 14
framing shall be solid blocking Sec 2518(g)6
Cripple wall studs exceeding 4 feet in
height shall be 3 inch by 4 inch or 2
inches by 6 inches when supporting 2 stories
Sec 2518(g)6
Show plywood sheathing over exposed eaves,
or other weather exposed areas, is exterior
grade- Sec. 25I7(g) 3
Show a weep screed at the foundation plate
line on all exterior stud walls to be
stuccoed. Sec. 4706(e)
Provide an approved waterproof building__
oaper 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"
c. 3304(b)
Specify truss layout for 30" x 30" attic
ccess.
Ridges, hipa, and valleys shall be at
least one size larger than supported
rafters. Sec. 2513(h) 3
Provide metal straps
and rafters
MECHANICAL
Show access to the attic or under floor
furnace to be minimum 30 inches by 30
inches. Sec. 708 & 709 UMC
Note that passageway to the attic furnace
shall be unobstructed and have continuous
solid flooring not less than 24 inches
wide. Sec 708 UMC
Show permanent electrical outlet and
lighting fixture controlled by a switch
for the attic furnace. Sec 708 UMC
Show details to comply with Section ^709
for furnace under the floor, Section 708
for attic furnace, or Section 710 for
roof or outside furnace.
Note 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 Code)
All wiring shall comply with the National Electrical
tr
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 Wiring 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 reqjire minimum 100 amp service
Show location of all electrical receptacles.
Electrical receptacle locations and/or^,
spacing is not adequate in *£ M3> & V""
heating, ventilating", and cool ing systems
appliances shall comply i*±<h--the""Uniform
hanical Code »^ .SoBftJ/l^ OV_ "S
TffiShow the ^aizejlocatiofl an3*~type of
heating aruJ—Cooling appliances or systems.
Show source of combustion air for furnace
will comply with Chaper 6, U.M C.
Every dwelling unit shall be provided with
heating-facilities capable of maintain-
ing a room temperature of 70° F at 3
feet above the floor in all habitable
rooms Show basis for compliance. UBC
Sec. 1211
Show minimum 30" deep unobstructed working
space in front of furnace
Note on plans,clearances to be per manufac-
turers listing. Sec. 704 UMC
2JJ5. Furnace shall not be installed under any
-.stairway Sec 704 UMC
2&€. Furnace shall not be installed in any
/ bedroom, bathroom, closet, or in confined
space with access only through such room,
unless specified as direct vent appliance,
enclosed furnace or electric heating appliance
/Sec 704 UMC
Show ICBO approval for prefab fireplace
and provide approved installation instructions
at ]ob site.
L.
At least one receptacle shall be installed
outdoors, in basements and attached garages,
other than laundry outlets Art 210-25(b)
Show minimum dwelling lighting (NEC
Art 210-26(a) and GFI'S in garage, baths
and outdoors NEC Art 210-8(a)
Note "UFER" ground to be provided (NEC)
Art 250-31
PLUMBING (Uniform Plumbing Code)
2&-7
All plumbing shall comply with the Unifrom
Plumbing Code.
236. Show water heater size, type and
location on plans
Show method of providing combustion 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 vehicle damage Sec 13'10
Show T and P valve on water heater and
show route of discharge line to exterior
Sec I007(e)
Provide dryer vent to outside LMC
Sec 1903
Note on the plan that hose bibbs and lawn
sprinkler systems shall have approved
., backf low prevention devices Sec 1003
Shower stall shall accomodate a 30"circle
and have a mnimum floor area of 900 sq n
UPC 909(d)
J39"
2^0
NOISE INSULATION Jj>UPI._E_XES_)
Shr* notails of duplex common Iparty) walls
an ,i ^or/ceiling assemblies to achnv<
a bu-jnd Transmission Llasb (S'lC) rating
in walls of 50 decibles and an Impact
Insulation"Class (ITc) rating on floor/
eiling of deciblos Title 25
Show how penetratioi of assemblies for
piping, electrical devices, recessed cabinets,
bathtubs, soffits, or heating venti1 at ing,
or exhaust ducts shall be sealed, lined,
or insulated to maintain required sound
ransmission rating. Title 25
rovide insulation in walls and ceiling
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 instal1 at ion
(T20-140KC)
Outdoor pools with fossil fuel h>aters
require pool cover-, as vi 11 as other energy
•iivinq di vict s «,LJC h as time eloiks, etc
1,10-1406
MIS C E I. LA N FOUS
Show a minimum 2" air sptt-c and fla.hing
Between planter and building walls
-Sec 25l7(e)
Specify material to be used under the
bhower tile Sec
Specify lath and plaster to comply with
.Chapter 47, UBC.
Two 3/4" copper pipes mubt be installed
from water heater location to convenient
location of future solar panels (city Ord )
s"3flir Provide sleeves (roof j a ekes) in roof for
S two future 3/4" copper pipes to convenient
location of future solar panels (City Ord )
Note that solar water piping is to be insulated
ii\ areas that arc not hentcd or cooled
(City Ord )
30
30;See attachment for roofing requirements.
Stt.cify the insulation h vnlves for walls, •
roof and ceiling (R-JI for walls R-19
for ceilings, or provide cietails and analysis
,/or alternate design T20-1403 Table A t. 2B
Specify the gross floor area or heated
portions of the duelling, and thp area
of glazed opening-; on the nlan (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 (T20-1402,def )
Provide e>nergy analysis to show that the
onnet capaci*/ ot the g->s central furnati
oes not excei. H th>% building design h< at
ss by more than 30% (inceptions
8,000 BTU Hr output furnace See also
aliforn^a Efficiency Adjustment ) I24-H04
Note on plan that all tranverse ducts,
plenums, and fitting ]oint , of I1VAC s\'t<m
sua 11 be sra 1 i_d u 111 pr> ssuri sen 111 M
tape or -astic to [ri \ent nir lu=s 'i ^0-1401
*.ote 01 plan t
conforir tc L"-lL
if-jiil it ion of din t '-> •- ha 1 1
.tion IOOi (T"0-1404)
Note on plan thit i!l doors and windows
to the exterior 01 to jncon.u t lonecl areas
shall be fully wi ather ntripod pel ANSI
Standard (T20-1403)
on plan that "lac* draft dampers are
required on all fan sy.tims exhausting
air from the1 tuildinq T20-1403
tlectrical resistance, spare heating shall
not be used unKss
a. 6Qt of tieating/cctiling is supplied
by a nondepletable source
b supplements a h-at pump system
c less than 10* of t oi il IK at i nej syst em
d life c,.-le tn.t .malysi. |U , Lilies
T20-1404
Note on plan that all heating and cooling
ecijipmert efficiencies shall conform to
T* tie 2Q-Chapte>r 2, Suoehapter A, Article 4
(75% for forced air furiaces J
or plan t-iit r\o mtuial g^, tontral
I'-g plant r11, b-> ir,ta]]<>i without
r-te"!ii tt, r t i.iniMi'i II.VKC I20-I4fifi
1 ect r , r- si st in ' v. it r t IK
[i rmi 111 J unl i s > i i I 11 'I i1 <
ty a lile ev-11 io.t iri.il/ i
iij i nut
I < f i • i t i v
I /•()-! 40()
), [ Kins wen rovi»wi <1 h isod on the information shown on
h ; lans If tht pi m1 art in . rim , or chinyed during
on truttiun, tho [«tmitt<< '.hill tontnct the Building
jiputniint for review .mi! (>iior tip[nt>Viil |j< i m e proceeding
v, 11 M th< work
Biililimj i)]uii in* ill) .t ant i.il 1 y correct
nnri • otnnl. 1 •
I' 11 1 d i in) |>l in . won hi In 'in 1 iinl id) 1 ^ cor
and i i.nipl i 11 i ( rni not cor rt i t loni are made
at
Building planb require major corrections and
complftt plan rechcck, hy plan check
t mjiin < i , i' rt qiii ri il
Hy ______^_________
M /on have any questions ng.ndinq this plan rhr ck, please
l v.oul.1 ,il so I). [•!> i - il t o rn. .1 ^ i ! h \<"'. •'' n" < Marqe, if
nl I 1 t | M ) ll I , I '.t ,1111 I I , III I ill ll
Date Jurisdiction
Prepared byi
VALUATION AND PLAN CHECK FEE
Bldg. Dept.
O tf
PLAN CHECK NO.
BUILDING ADDRESS ~ _.£Zg/6//$
APPLICANT/CONTACT
BUILDING OCCUPANCY
TYPE OF CONSTRUCTION
PHONE
DESIGNER PHONE(7/»V 5TP - 7$3
CONTRACTOR PHONE
BUILDING PORTION
t—HS/tVgr
(S&ftz
3?<^z>
Air Conditioning
Commercial
Residential
Fire Sprinklers
Total Value
BUILDING AREA
2,* 9? x2/
¥-2*0 X 2
'
5^<S
»
VALUATION
MULTIPLIER
xry<f^ =
A//f£ =
x 6-S.
VALUE
/?3//^
7iv-^>/
3.5"77
/
z<> r; f J 3
Building Permit Fee
Plan Check Fee
COMMENTS
INTERDEPARTMENTAL INFORMATION SHEET
BUILDING DEPARTMENT
BUILDING ADDRESS:^4/2///
7JV.S -
DATE:
PLANNING DEPARTMENT
JUN 9 1982
70NE (\~~ ^ — '
UNITS ALLOWED
TAT C T V T7LU 1 b 1 L D
2~
'^ ^ ^^- LOT w:
UNITS PROVIDED
:DTH CJT.LOF CARL&BAD
C=X
PARKING SPACES REQUIRED
% COVERAGE ALLOWED
BUILDING HEIGHT ALLOWED
FRONT SETBACK:
ALLOWED _____
PROVIDED
_PROVIDED_
_PROVIDED
PROVIDED
SIDE SETBACK:REAR SETBACK:
INTRUSIONS
LANDSCAPE & IRRIGATION PLAN COMMENTS.
ENVIRONMENTAL PROTECTION REQ•
ADDITIONAL COMMENTS:
ENGINEERING DEPARTMENT
R.O.W.INDUSTRIAL WASTE IMPROVEMENTS
SEWER, CONNECTION
GRADING PERMIT
DRIVEWAY LOCATIONS
EASEMENTS DRAINAGE
LEGAL DESCRIPTION
ADDITIONAL COMMENTS
* OK TO ISSUE PWI K TO FINAL
FIRE DEPARTMENT
SPRINKLING SYSTEM
FIRE ALARMS
FIRE HYDRANTS
ADDITIONAL COMMENTS
OK TO ISSUE:
FIRE PROTECTION EQUIP.
EXITS
LOCATION
DATE OK TO FINAL DATE
WATER DEPARTMENT
REQUIREMENTS OF APPROPRIATE DISTRICTS MET_DATE
A L_
Of- A
/o/ ; ^
/ITS"
SAM fCf\ 7
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Christiansen & Associates32432 Alipaz Street Suite N
SAN JUAN CAPISTRANO, CA 92675
(714)493-3321 837-3321
Christiansen & Associates
32432 Alipaz Street Suite N
SAN JUAN CAPISTRANO, CA 92675
(7)4)493*3321 837-3321
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W Aitpaz Strwt Suite N
JUAN CAPISTRANO, CA 92675
(714)493-3321 837-3321
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SAN JUAN CAPISTRANO, CA 92675
(714)493-3321 837-3321
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32432 Atipaz Street Suite N
SAN JUAN CAPISTRANO, CA 92675
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32432 Ahpaz Street Suite N
SAN JUAN CAPtSTRANO, CA 92675
(714)493-3321 837-3321 31 MAX
Chnstesnsen & Associates
fSJ.^WE street Suite NJUAN CAPJSTRANO, CA 92675
PW) 493-3321 337.3321
SHEAR WALL SCHEDULE
• AA'A-A AA'/rA-A A'A *Al»A A A k A AA A A'A-A A A'A'A AA A A AA'A'A A-A'A-A'
(ALL NfflJNGS TO BE INSPECTED BEFOKE AN* COVERING)
1/2" DKflBlL ON ONE SHE. Unblocked edges, 5d cooler nails @
7" at edges and field. 'Sole plate to joist or blocking 16d @
lOQ 12" o.c. tod sill A.B. 1/2" x 10" <§ 6f-0" o,c. and ends,
•^ 1/2" DRMftLL ON ONE SITE. Block all edges, 6d cooler @ 4"
[]X o.c. at all edges and in field. Sole plate to joist or blocking
125 16d @L2" o.c. tod sill A.B. 1/2" x 10" @ 6'-0" O|c, and ends,
5/8" TYPE 'X' GKflttLL ON ONE SHE. Block all edges, 6d cooler
@ 4" o.c. at all edges and in field. Sole plate to joist or
blocking 16d @ 8" o.c. tod sill A.B. 1/2" x 10" @ 4'6" o.c. and ends,
7/8" CEMENT PLASTER STUCCO. Over woven or welded wire lath, 16
ga staple or 11 ga nails @ 6" o.c. at all supports. Sole plate
to joist or blocking 16d @ 8" o.c. tod sill A.B. 1/2" x 10" @
180 4'6" o.c. and ends.
3/8" CDX PLTOOOD_ONONE SHE. Block all edges, exterior glue,
*- •• ^ index-32/16, 8d Q 4" o.c. at edges & 12" o.c. in field. Sole
plate to joist or blocking 16d g 4" o.c, tod sill A.B. 1/2"
380 " x 10" (§ 2^3" o.c. and ends.
3/8" OK PLYWOOD ON ONE SHE. Block all edges, exterior glue,
index-32/16, 3d @ 2 1/2" o.c. at edges & 12" o.c. in field.
Sole plate to joist or blocking 16d @ 3" o.c. tod sill A.B.
560 1/2" x 10" @ 1*6" o.c. and erds,
3/81' OSC PLTOOOD Cg' BOffl SIDES. Block all edges, exterior glue,
... index-32/16, 8d @ 4" o.c. at edges & 12" o.c. in field. Sole
& plate to joist or blocking 16d @ 2" o.c. Mud sill A.3. 5/8" x
760 10" @ 1'9" o.c.
3/8" OK PLTODOD ON BOIH SHES. Block all edges, exterior glue,
is. index-32/16, 8d 2" 1/2" o.c. at edges & 12" o.c. infield^ Sole
B> plate to joist or blocking 20d @ 2" o.c. tod sill A.B. 5/8" x 10"
1120 @ l'2ft o.c,
1/2" STRUCrURAL-l PLYVJDCP Ol BOTH SHES. Block all edges, exterior
glue, index-32/16, lOd <a 2 1/2" at edges & 12" in field. _tod sill
1380 ' plate A.B. 3/4" x 10" @ 1'2" o.c. " "fc
.. £ Associates32434 Afipat Street Suite N
SAN JUAN CAPISTRANO, CA 92675
(714)493-3321 337-3321
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3243* Atfpftl Strwt Suite N
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837-3321
thristiansen & Associates
32432 Alipa* Street Suite NSAN JUAN CAPfSTRANO, CA 92675(714)493-3321 837-3321 A/AY 1982L.
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(714)493-3321 837-3321 etc,
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Christiansen & Associates
32432 Atipaz Street Suite f4
SAN JUAN CAPISTRANO, CA 92675
(714)493-3321 S37-3321
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BENTON ENGINEERING, INC.
FOUNDATIONSAPPLIED SOIL MECHANICS
BB4O PUFFIN ROAD
SAN DIEGO, CALIFORNIA 921 23
June 30, 1982
PHILIP HENKINO BENTON
PRESIDENT CIVIL ENGINEER
Mr. Ken Forgeon
1175 LaMoree Rood
Son Marcos, CA 92069
TELEPHONE (714) B«S-t»B8
Subject:Project No.82-6-28M
Moisture Contents in Subgrode Softs
Lot 358 of to Costa Meadows Unit No. 2
Carlsbad, California
Dear Mr. Forgeon:
This it to report the results of tests to determine the moisture contents of the soils in the
upper three feet below finished grade in the proposed building area at the subject site in
Carlsbad, California.
The soil samples were obtained on June 29, 1982 and the results of the moisture determinations
are presented as follows:
Approximate
location of
Samples
Easterly portion of proposed building area
Westerly portion of proposed building area
Depth Below
Existing
Grade
In feet
1.0
2.0
3.0
1.0
2.0
3.0
Moisture
Content
% dry wt
21.1
18.1
18.4
17.1
19.2
22.!
It Is concluded from the field observations of the various soil types and the final results of the
moisture determirwHoni that the soils In the upper 3.0 feet below finished grade at the
locations sampled hove been sufficiently moistened to minimize the potential expansion of the
soils, as recommenced In our report under Prefect No. 71-2-240 dated September 1, 1971*
It is recommended that positive drainage, 6 inches of vertical fall in 6 feet horizontally, should
be provided around the perimeter of the house. Drainage systems should also be provided to
Mr. Ken Forgeon -2- June 30, 1982
. 82-4-28M
collect all runoff from roofs and conduct the water in watertight pipes either Into the streets
or storm drains. All surface drainage should be prevented from ponding adjacent to or running
over the lops of slopes. Inlet boxes and watertight pipes should be installed when necessary to
comply with the above requirements.
Respectfully submitted,
BENTON ENGINEERING, INC.
PhillpTlien, Civil Engineer
RCE No. 10332
Distribution: (3) Addressee
PHB/jr
BENTON ENGINEERING. tNC.
LEUCAOIA COUNTY WATER DtSTRICl
APPI ICAHON FOR SEWER SERVICE
Owner's Name Kent Fq_rtje_o_n
Mailing Address 1175 La Moree Rd
Ad 1 Md rcPV. -?A _ 92.°A9_
Service Address.
Tract Description
Assessor's Parcel tfo.
Type of Building Au_Pj.ex
lateral Si/e 4" r>" 8"
Fxtra Footage @ $
Phone N|. 745-6963
_ __ J-l
2153207
No Units _2 _ Connection Fee $
Saddle fasement Connection
Fxtra Depth P $
Lateral Fee
3.OOP.00
Amount Rec'd $J-
Ck. No/Oath 39Q7Date i
Rec'd By q.franklin
Prorated Sewer
Service Fee
Total $ 3.000.00
The application must be signed by the owner (or hir~authonzed representative) of
the property to be served. The total charges must be paid to the District at the
time the application is submitted.
f
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 the sewer pipeline (building sewer) from the appli-
cant's plumbing to the point in the street (or easement) where a connection is made
to the service lateral.
Tfte 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 COLLEC^
TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED
INVALID AND WILL NOT BE ACKNOWLEDGED.
The prorated sewer service fee is based upon the date the District estimates that
service will begin and covers the balance of the fiscal year. There will be no
additional fee or refund if service actually commences on a different date. For
succeeding fiscal years, the sewer service fee will be collected on the tax roll
7n the same manner as property taxes.
The undersigned hereby agrees that the above information given is correct and agrees
to the conditions as stated
"- .n natue
3-26-82
Date
15336-15337
Account No