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CONSTRUCTION LENDING AGENCYCERTIFICATE OF EXEMPTION FROMWORKERS COMPENSATION INSURANCE(This section need not be completed if the permit is (or one hundred dollars ($100) or less)I certify trial in tfia performance of the work torwhich this permit is issued, 1 shall not employ anyperson in any manner so as to become subject toIhe Workers Compensation Laws of CaliforniaNOTICE TO APPLICANT If aHer making this Cert/flcat&o! Exemption /cut should .become subjectto the Workers Compensation provisions of theLabor Code you must forthwith comply with suchprovisions or this permit shait be deemed revokedi HAVE CAREFULLY EXAMINED THE COMPLETED APHERESY CERTIFY THAT ALL INFORMATION HEREONFURTHER CERTIFY AND AGREE IF A PERMIT IS ISSUECOUNTY AND STATE LAWS GOVERNING BUILDING COSPECIFIED HEREIN OR NOT 1 ALSO AGREE TO SAVELESS THE CfTYOF CARLSBAD AGAINST ALL LIABILIEXPENSES WHICH MAV IN ANY WAY ACCRUE AGAINSTOF THE GRANTING OF THIS PERMITv, T Z Z O r: _5
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2SS J?§DO AN OSHA PERMIT IS REQUIRED FORB 0 DEEP AND DEMOLITION OR COf-STflLfcroResovefl jsroRres nv wePS*se
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I WORKERS COMPENSATION DECLARATION1 hereby affirm that I have a certificate of consent to sett insure ot a certificate of Workers'Compensation Insurance, or a certified copythereof (Sec 3800 Labor Code)pni ir.Y wnREMO DEL/ALTER PER CIRCUIT-«im
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^s [ OWNER OWNER'S PHONEI Mark & Robert Tomer, 433-2927PRIME CONTRACTOR5THTE LICENSE.,-S
0*T-56 iLICENSED CONTRACTOR S DECLARATION1 hereby alrirm that 1 am licensed under provisions of Chapter 9 (commencing with Section7000) of Division 3 of the Business and Professions Code and my license is in full force and ef(ect2
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7 CITY OF CARLSBAD-BUILDING DEPARTMENTAPPLICATION & PERMIT APPLICANT TO FILL 1USE BALL POINT PEN ONLY UQQ ELM AVENUE (714)438-5525 MAT10N WITHIN REDL 2
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^BUILDING ADDRESS :
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DATE.
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PLANNING DEPARTMEN
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MARCOS
ENCINITAS
SCHOOL FEES, SAN DIEGUITO
CARLSBAD
UNITS RKQ'D
% COVERAGE ALLOWED
PROVIDED:
PARKING SPACES REQ ' J . _
BUILDING HEIGHT REQ'D.
FRONT SETBACK
ALLOWED
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PROVIDED
SIDE SETBACK
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INTRUSIONS:
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RE-DEVELOPMENT APPROVAL REQ'D: _^_
LANDSCAPE § IRRIGATION PLAN COMMENTS. A/ h
REAR SE1MCK
ENVIRONMhNTAL PROTECTION RLQ
ADDITIONAL COMMENTS.
OK TO ISSUE DA1E: jQ/^OK 10 FINAL:
ENGINEERING DEPARTMENT
R.O.W. ^TOSf IMPROVEMENTS:
PUBLIC FACILITIES FEE:
LEGAL DESCRIPTION
ADDITIONAL COMMENTS:
DATE.
DRIVEWAY LOCATION(S).
GRADING PERMIT-
EASEMENTS:
SEWER CONNECTION-JP
DRAINAGE & JC -
, j^ / /- C-
*C!IECK IF ENGINEERING INSPECTION REQ'D. ON FINAL:
TO ISSUE: ^-MjC DATE: Ccl p^vf: H OK " °
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* IF THIS FTFM IS NOT CHECKED, 151HLDTNG DLP'\R'IM!;NT WTI.l MAKE
FINAL INSPECTION.
INTERDEPARTMENTAL INFORMATION SHEET
BUILDING DEPARTMENT
BUILDING ADDRESS:
RECEJVED
MAR 2 1979DATE :
PLANNING DEPARTMENT
70NE
OF CARLSBAD
Building Department
LOT SIZE LOT WIDTH
UNITS ALLOWED UNITS PROVIDED
PARKING SPACES REQUIRED
% COVERAGE ALLOWED
BUILDING HEIGHT ALLOWED
FRONT SETBACK:
\ALLOWED
PROVIDED
PROVIDED_
PROVIDED
PROVIDED
SIDE SBg^BACK/:
A?
INTRUSIONS
LANDSCAPE & IRRIGATION PLAN COMMENTS:
REAR SETBACK
ENVIRONMENTAL PROTECTION REQ:
SCHOOL FEES. DISTRICT:Q>vKJl AMOUNT
ADDITIONAL COMMENTS:
5.5'
k 1.5* "2' >
OK TO ISSUE:K TO FINAL
NGINEERING DEPARTMENT
INDUSTRIAL WASTE
CONNECTION
GRADING PERMIT DRAINAGE
LEGAL DESCRIPTION
ADDITIONAL COMMENTS
OK TO FINALOK TO
FIFE DEPARTMENT
SP'PIKKLING SYSTEM
'FIRE ALARMS
FIRE HYDRANTS
ADDITIONAL COMMENTS
FIRE PROTECTION EQUIP.
EXITS
LOCATION
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WATER DEPARTME
REQUIREMENTS OF APPROPR
ESGIL CORPORATIONoaso eiiKSAi'KAKK I>K., HUITK 122
SAN DIKOO. CA OglttH
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ESGIL CORPORATION
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PLAN CORRECTION SHEET
SINGLE FAMILY AND DUPLEX DWELLINGS
Plan Check No. f^?*^ ~^> -Z> <£ '
Date plans received by jurisdiction ^~SC
Date plans received by plan checker^/6*
Date initial plan check completed ^
Plan checK 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 Cor
the handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections
based on laws and ordinances enforced by the
/'Planning Department, Engineering Department
L or other departments. rt-*M tJiArs-rjou; i c ttui
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*- The items circled below need clarification,
modification or change. AH circled items have
to be satisfied before the plans will be in
conformance with the cited codes and regulations
ppr Sec. 303 (c), 1979 Uniform Building Code,
the approval of the plans does not permit the
violation of any state, county or city law.
II APPLICANT COPY
CE3CITY COPY
f~l PLAN CHECKER COPY
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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)
FIRF PROTECTION
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 line Sec. 1710 and
Sec. 504(b)
Projections, including eaves,shall be one-
hour Cire-resistive construction, heavy
timber or of non-combustible materisl if
they project into the 3' setback area from
the property line. Sec. 1710
Show location of permanently wired smoke
detector Sec 1210
C ROOM SIZES, LIGHT, VENTILATIONS _AND_GLAZING
Ono room must contain a minimum of ISO square
feet of superficial floor area Sec. 1207(b)
Habitable rooms, other than \itchens, shall
contain at least 70 square feet of floor
area Sec 1207(b) KoTll >»u rt rfl C , cvi St'«~ A,
floor area and a minimum of 10 square feet
per Sec. 1207(a) Appears to be deficient
H
3fl
'
PLANS,
Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have
been returned to you by the jurisdiction.
To facilitate recheeking, please identify,
next to each circled item, the sheet of
the plans upon whicft each correction on
this sheet has been made and return this
check sheet with the revised plans
Indicate on plans trie name of the legal
owner and name of person responsible for
the preparation of the plans. Sec 302(b)
Openable window area must be 1/20 of the
floor area and a minimum of 5 square feet.
In bathrooms, laundry rooms and similar
rooms. Minimum is 1.5 sq ft (Sec,1205(a)
One-half of all required window area must
be openable in _ __ __
Provide mechanical ventilation capable of
providing five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar rooms if required windows
arc not provided. Sec 1205(a)
Mo habitable room, other than a kitchen,
shall be less than 7'0" in any dimension.
Sec 1207(c)
32/ Show that ceiling height for habitable
/ rooms is a minimum of 7'6" Sec 1207(a)
Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a
minimum of 7'0". Sec I207(a)
Provide 30" clear width for water closet
compartments and 24" clearance in front
of water closet. Sec. I711(b)
No cooking room shall be used for sleeping
purposes, unless complying as an efficiencyliving unit. Sec. 1208
Specify safety glazing for glazing in hazardous
locations such as glass doors, glazing
adjacent to such doors and glazing adjacentto walking surfaces. Sec. 5406
Glazing in shower and tub enclosures
(including windows) shall be tempered,laminated or approved plastic.
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 raore 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
I may not have a floor are* exceeding 33 1/3
percent of the total floor area in the roombelow, 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.****** *.o«^.=5^ >«• -*.(=-.««»..- i
TheT&Tt you sHOW cloeT not comptyas
mezzanine floor and is, by Building Code
definition, a story
D. EXITS, STAIRHAYSf._AND__RAI LINGS
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"
11 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
leas than 9" Sec 1716
Show how guardrail connection details are-—«.-
adequate to support 20 pounds per linealfOQt at a right angle to the top rail , i
Table 23-B U.y_ L^ PdS?V & UD • I* ^nl Q 2*C
Provide stairway and TanMTnV'd^aira- •" -
Sec 33Q5(b) i (O
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 followingi
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. 3305{j)
c. 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 I 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, atleast 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
the 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.
a. 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. Sec. 3305(d)
(see attached)
Provide spiral stairway details:
a Minimum run is 7 1/2 inches at a point
from where the tread is the narrowest
b Maximum rise is 9 1/2 inches.
c. Minimum headroom is 6 feet 6 inches.
Sec 3305(f)
(see attached)
^Spiral 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. 1305(f)
Provide I.e.3.0 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(aHB
and Sec. 306(£)
In buildings over 2 stories in height, provide
3/4 hour fire-rated assemblies for allopenings in the exterior wall below or within
10 feet horizontally of an exterior stair-
way An exit balcony with 2 separated
stairways is expmpt Sec. 3305
Exterior stairways shall not project into
the 3 foot setback from the property lines.
Sec 3305(n)
The walls and soffits of the enclosed usable
space under interior stairs shall be protected
on the enclosed side as required for one-hour
fire-resistive construction. Sec. 3305(m)
Minimum construction specifications shall
be made a part of the approved plans.
(See attached)
ROOFING
Specify roof pitch.
Roof pitch is not adequate for roof type
specified. Specify minimum pitch of
Specify roof material and application.
Specify l.C.B.O. approval number for roof
materials not covered in UBC.
Specify roof slope for drainage or design
to support accumulated water. Sec 3207(a)
^5. Show roof drains and overflows. Sec. 3207(a)
X
7
Provide skylight details to show compliance
with Sections 3401 and 5207 or provide ICBO
approva 1 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 foists.
Sec. 3205<c)
Show I 3/fl" solid core self-closing door
for openings between garage and dwelling.
^Sec. 503(d)
WT5. Garages are not permitted to open into
s a room used for sleeping purposes. Sec. 1104
\ftf. Openings between carport and residence
f require self-closing doors and stationary
windows. 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
3 1/2 to 1 or 2'8". Table 24-1
6. 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 3303U12 and 3305 (g).
Provide 18" raised platforms for any FAU,
water heater, or any other device which
may generate a flame or spark.
V06
H. 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. 2516{a)
regarding ties and 1*9 wire in horizontal
joints or note construction to be per attached
sheets 30-1 or 30-2.
Show height and construction details of
..all masonry walls Chapter 24
Note that cleanout openings shall be provided
at the bottom of all cells to be grout filled,
over 4' in a single pour. ~*"
be sealed before grouting,
Sec. 2415
Cleanout shall
after inspection,
/
/
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
Provide material specifications for mortar,
grout, masonry and reinforcing steel.
Sec. 2403
93. Show how masonry house walls retaining earth
/ /are to be waterproofed, provide detail.
/
. Note that special inspection of the masonry
will be required for
G. GARAGE AND CARPORTS
LOO'Garage requires one-hour fire protection
on the garage side of walls and ceilings
common to the dwelling. Table 5-B Sec SO!
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
9. Note that continuous fire wall protection
shall be installed behind raised platform(s)
prior to framing platform.
H. FOUNDATION REQUIREMENTS
119. 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(a)12.
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
.21 Note on the plan the soils classification,
whether or not the soil is expansive, and
note the allowable bearing value Sec 2905
22. The foundation plan does not comply with
the soil report recommendation for this
project
23. Provide notes on the foundation plan listing
the soils report recommendations for foundations,
slab and building pad preparation.
24. 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 n accor-
dance with the soils report:
2 the utility trenches have been properly
backfilled and compacted, and-
3. tha 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 29
Show height of all foundation walls.
Show height of retained earth on all
walls. 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 drai;
away from building and show drainage pattern
and key elevations Sec 2905(fh
Dimension foundation per Table
TABLE NO 29-A—FOUNDATIONS FOR STUD BEARING
WALLS—MINIMUM REQUIREMENTS
Chapter 23
foundation / >
NUMIEII
OF
STORIES
I
2
3
THICKNESS OF
FOUNDATION WALL(locbet)
CONCRETE
6
8
10
UNIT
MASONRY
6
8
10
WIDTHOF
FOOTING
tlnchll)
12
15
18
THICKNESS
OF
FOOTING
(Inchii)
6
7
8
DEPTH OF
FOUNDATION
BELOW
NATURAL
SURFACE
OF GROUND
GHADE
(Inehlt)
12
18
24
NOTES
Where unuiual condition.* or frost conditions are found, footings and
foundation! shall be at required in Section 2907 la)
The ground under the floor may be excavated to the ile%ition of thetop of the foot me
2. Show foundation sills to be pressure treated,
or equal. Sec. 2517(cJ 3.
3 Show foundation bolt size and spacing.
Sec. 2907(e)
i.
./'
Specify size, ICBO number and manufacturer
of power driven pins. Show edge and end
, distance and spacing. Sec 306(f)
La€. Show size, imbedment and location of hold
/ /down anchors on foundation plan Sec. 2312(f)
UK. Note on plan that hold down anchors must
S be tied in place prior to foundation inspection.
'Sec. 2312(f)
Show adequate footings under all shear
walls. Sec. 2311(e)
\]fa. Show stepped footings for slopes steeper
/ than 1:10 Sec. 2907(c)
Show minimum 18" clearance from grade tobottom 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 I3"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
I. FRAMING
Note cross bridging or blocking. Floor
joists and rafters more than 12" in depth
and spanning more than 8 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 walls on truSaed-irJufs. —,'
Sec. 2506(g) V—K*
Show double joists. Floor joists shall
be doubled under bearing partitions running
parallel with the joists. Sec. 2518(d) 5
loti. Show rafter ties Rafter ties shall be
spaced not more than 4 feet on center
where rafters and ceiling joists are noc
.parallel. Sec. 2518(h)
Show rafter purlin braces to be not less
than 45 degrees to the horizontal.Sec. 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 cop and bottom and
between scuds 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 incombustible? for the fire stop and
at other pLaces
of Jl*a*r~3e<?? 2517_Lf)
Maximum allow-"h n 1 1
able stud heights. 2"x4"@ 16" is 14',
3"x4"&2"x6"9 16"o.c. is 20'. Sec. 2S18(g)2
Note an A7I.T.C Certificate of Compliance
for glued laminated wood members shall
be given to the Building Inspector prior
to erection. Sec. 306(f)
Detail all post to beam and post to footing
connections Sec. 251 7 (cl 4
Specify nail size and spacing for all
shear walls, floor and roof diaphragms
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 frrami-rfg sections through
-
l£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-m brace or equivalent. Sec. 2518{g)5
Section 302fal 7
ISO,/ Specify all header sizes for opgauag
4' wide Sec. 2518{g)_J7^—V—
Provide calculations
s^_^In areas suoject to water splash and in"
exterior locations, wood, columns and posts
shall be supported by piers projecting
at least 2" above Che finished grade and
shall bear on a metal base plate or treated
wood unless the columns or posts are foun-
dation grade redwood or cedar Sec 2517(c)4
^
Show location of attic access with minimun
size 22" x 30". Sec. 3205
Show draft separation for attic areas
in excess of 3,000 sq.ft. Sec 3205
Show draft separation for space between
dropoed ceilings and floor above in excess
of I'.OOO sq.ft. Sec. 2517
Specify plywood grade and panel indenti-
fication index. Table 25-J
When roof pitch is less than 3 12
ridge as a beam. Sec. 2518 <h)
design
18JK- Wood shear walls shall not be used to
resist horizontal forces contributed by
masonry in buildings over one story in
^height. Sec. 2516(b)
Gypsum lath and plaster, gypsum sheathing
board and gypsum wallboard shall not be
used in vertical diaphragms to resj,st
forces imposed by masonry or .concrete
construction. Table 47-1
J.
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. 2S18(g)6
'
Show plywood sheathing over exposed eaves,
or other weather exposed areas, is exterior
grade. Sec. 2517(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
paper under wood siding. Sec. 1701(al
Specify an approved flashing for exterior
openings and parapet walls. Sec. 3208
Show corridor width to be minimum 36".
Sec. 3304(b)
Specify truss layout for 30" x 30" attic
access.
Ridges, hips, and valleys shall be at
least one size larger than supported
rafters. Sec. 2518(h) 3
provide metal straps across ridge beam
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 ^09
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. 17Q6(a)6
K. ELECTRICAL (National Electrical _Cod_e|
AH wiring shall comply with the National Electrical
the plan the amperage of electrical
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 schedulefs)
Dwellings require minimum 100 amp service.
Show location of all electrical receptacles.
Electrical receptacle locations and/or
spacing is not adequate 4» USA? *g^ 1
202
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
Mechanical Code
200. Show the size, location and type of all
s , heating and 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
£eet 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
Furnace shall not be installed under any
stairway. Sec 704 UMC
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 job site
L.
At least one receptacle shall be installed
outdoors, /Tnjbasements andwattached garages^
other thairffianarrTSTCleCST^rt 2"U-Sb(b)
Show minimum dwel linolightinq (NEC_
Art. 210-26(a} a
and outdoors NEC
Note "UFER" ground to be provided (NEC)
Art. 250-81
PLUMBING (Uniform Plumbing Code)
All plumbing shall comply with the Uniform
Plumbing1 Code.
23*5. Show water heater size, type and
S location on plans.
2/n 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 1310
Show T and P valve on water heater and
show route of discharge line to exterior
Sec. 1007(e)
rovide dryer vent to outside
43J Note on the plan that hose bibbs
sprinkler systems shall have approved
back flow prevention devices. Sec.__1003
Shower stall shall accomodate a 30"circle
and have a minimum floor area of 900 sq in.
UPC 909{d)
^
2£fl*7
./1V\.
'
26-?*.
S
NOISEINSULATION (DUPLEXES)
Show details of duplex common (party) walls
and floor/ceiling assemblies to achieve
a Sound Transmission Class (STC) rating
in walls of 50 decibles and an Impact
Insulation Class (IIC) rating on floor/
ceiling of 50 decibleS- Title 25
Show how penetration of assemblies for
piping, electrical devices, recessed cabinets
bathtubs, soffits, or heating ventilating,
or exhaust ducts shall be sealed, lined,
or insulated to taaintain 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
j*
O.
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-
Sec. 2517{e)
Specify material to be used under the
shower tile. Sec. l?07(a)
Specify lath and plaster to comply with
Chapter 47, (JBC.
Two 3/4" copper pipes must be installed
from water heater location to convenient
location of future solar panels (City Ord )
Provide sleeves (roof jacks) in roof for
two future 3/4" copper pipes to convenient
location of future solar panels (City Ord.)
Note that solar water piping is to be insulated
in areas that are not heated or cooled.
(City Ord.)
See attachment for roofing requirements.
iX"T
^
Specify the insulation R values for walls,
roof and ceiling. (R-ll for walls R-19
for ceilings, or provide details and analysis
or alternate design. T20-1403 Table A 4 23
Specify the gross 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
)U?gross floor area Show method to reduce
_Aeat loss to that which would occur with
glazing. (T20-1402,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 30%, (Exceptions
48,000 BTU Hr. output furnace. See also
California Efficiency Adjustment.) T24-1404
Note on plan that all tranverse ducts,
plenums, and fitting joints 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 UMC Section 1005 (T20-U04)
Note on plan that all doors and windows
to the exterior or to unconditioned areas
shall be fully weathef striped per ANSI
Standard. (T20-1403).
Note on plan that back draft dampers are
required on all fan systems exhausting
air from the building. T20-1403
Electrical resistance space heating shall
not be used unless:
a. 60% Of heating/cooling is supplied
by a nondepietable source
b supplements a heat pump system
c less than 101 of total heating system.
d life cycle cost analysis justifies.
T20-1404
Note on plan that all heating and cooling
equipment efficiencies shall conform to
Title 20-Chapter 2, Subchapter 4, Article 4
175* for forced air furnaces)
Note on plan that no natural gas, central
heating plant may be installed without
an Intermittent Ignition Device T20-1405
Electric resistance water heating is not
permitted unless verfted as cost effective
by a life cycle cost analysis T20-1406
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-
Q Building plans are substantially correct
and complete.
By:
Date:
LJ Building plans would be substantially correct
and complete if minor corrections are made
at counter.
By.
Date
Building plans require major corrections and
complete plan recheck, by plan check
engineer, is required
By .
Date'\o\
If you have any questions regarding this plan check, please
call_
We vould also be pleased to meet with you, at no charge, if
additional assistance is needed
u«J\OM
o 1 "2
Datei
Prepared byt
VALUATION AND PLAN CHECK FEE
Q Bldg. Dept,
Q Esgil
PLAN CHECK NO.
BUILDING ADDRESS
APPLICANT/CONTACT
BUILDING OCCUPANCY
TYPE OF CONSTRUCTION 1/-X/
HONE NO.
DESIGNER PHONE
CONTRACTOR PHONE
BUILDING PORTION
/^7^7<- ^/«///7^ (*
^^^^ * /^
^^/^2X^^//^ —
Res. Baths (over 3)
Res . Fireplaces ( °^er ]
Air Conditioning
Commercial
Residential
Res. or Comm.
Fire Sprinklers
Total Value
BUILDING AREA
/26Z
d/7
/^79 ^ X ^
^r^^y^
VALUATION
MULTIPLIER
#/;6>«37J7>- ?ri?
@ 2,200
@ 1,760
@ 2.80
P 2.40
@ 1.50
VALUE
t/-/ /J#o 7/^
ity*? *.JJ£6--£&Z>*/3a-°- //;?s^
/•
/h&t)*^^^^-
Adjustment"for State
Mapdated Handicapped
s"Regulation3
Building Permit Fee $
Plan Check Fee $
COMMENTS:
8/4/82
BENTON ENGINEERING, INC.
APPLIED SOIL MECHANICS FOUNDATIONS
BB40 RUFF1N ROAD
SAN DIEGO, CALIFORNIA 921 23
October 4, 1983
PHILIP HENKING BENTONPRESIDENT - CIVIL ENGINEER jt __ TeCtPHONE (714) H65-1S85
Reva Construct-on Company
770 Rancho Santa Fe Drive
Encinitas, CA 92024 , v^7/frLH
Subject: Project No. 83-10-4M
Moisture Contents in Subgrade Soils
2645 - 47 Cazadero Drive
Lot 221 of La Costa Meadows Unit No. 1
Carlsbad, California
Gentlemen:
This is 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 October 3, 1983 and the results of the moisture
determinations are presented as follows:
Depth Below Moisture
Approximate Location Existing Grade Content
of Samples in feet (% dry wtj
Northeasterly portion of proposed building area 1.0 19.7
2.0 17.9
3.0 19.9
Southwesterly portion of proposed building area 1.0 20.0
2.0 21.4
3.0 21.1
It Is concluded from the field observations of the various soi( types and the final results of the
moisture determinations that the soils «n the upper three feet below finished grade at the locations
sampled have been sufficiently moistened to minimize the potential expansion of the so-ls, as
recommended in our report under Project No. 70-10-28D dated October 12, 1971.
It is recommended that pQyitfv^ drainage, 6 inches of vert'cal fall in 6 feet horizontally, should
be provided around the perimeter of the house in landscaped areas. Drainage systems should also
"Revo Construction Company
Project No. 83^-10-4M
-2-October4, 1983
be provided to collect all runoff from roofs and conduct the water in watertight pipes either
into the streets or storm drams. A|| surface drainage should be prevented from ponding adjacent
to or running over the tops of slopes. Inlet boxes and watertight pipes should be installed when
necessary to comply with the above requirements.
Respectfully submitted,
BENTON ENGINEERING, INC.
R.C. Remer
Reviewed by
PhTT'p H. Benron, Civil Engineer
RCE No. 10332
Distribution: (3) Addressee
RCR/PHB/jer
BENTON ENGINEERING INC
BENTON ENGINEERING, INC.
APPLIED SOIL MECHANICS FOUNDATIONS
PHILIP HENKING BENTON
PRESIDENT • CIVIL ENGINEER
BBdO RUFFIN ROAD
5AN DIEGO, CALIFORNIA 921 23
October 4, 1983
TBL8PHONE (714) B6S-I9B5
Revo Construction Company
770 Rancho Santa Fe Drive
Encinitas, CA 92024
Subject: Project No. 83-10-4M
Moisture Contents in Subgrade Soils
2645 - 47 Cazadero Drive
Lot 221 of La Costa Meadows Unit No. 1
Carlsbad, California
Gentlemen:
This is 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 October 3, 1983 and the results of the moisture
determinations are presented as follows:
Approximate Location
of Samples
Northeasterly portion of proposed building area
Southwesterly 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 wtj
19.7
17.9
19.9
20.0
21.4
21.1
It is concluded from the field observations of the various soil types and the final results of the
moisture determinations that the soils in the upper three feet below finished grade at the locations
sampled have been sufficiently moistened to minimize the potential expansion of the so'ls, as
recommended in our report under Project No. 70-10-28D dated October 12, 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 in landscaped areas. Drainage systems should also
Revo Construction Company -2- October 4, 1983
'Project No. 83-10-4M
be provided to 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 tops of slopes. Inlet boxes and watertight pipes should be installed when
necessary to comply with the above requirements.
Respectfully submitted/
BENTON ENGINEERING, INC.
By
R.C. Remer
Reviewed by
Philip H. BfenTon, Clvl! Engineer
RCE No. 10332
Distribution: (3) Addressee
RCR/PHB/jer
BENTON ENGINEERING INC
BEMTON ENGINEERING, INC.
5540 RUFF1N ROAD
SAN DIEGO, CALIFORNIA 92123 565-1955
TO; Mr. Bill Stone
3251 Holiday Court
Suite 204
La Jotia, California 92037
N,
ATTENTION; Mr. B;M St0ne
OUR PROJECT NO. 79.4-1
We are transmitting the following: One copy ofour report of Project No. 79-4-llM
entitled "Moisture Contents in Subgrade Soils, Lot 221 of La Costa Meadows, Unit No. 1,
Carlsbad, California, "dated April 20, 1979.
DATE; March 14, 1983
MAIL: XXXXXXX TO 3£ CALUD F°R: HAN° DEL1VERE°:
REMARKS: Transmitted per instructions of R.C. Remer
BENTON ENGINEERING,
By_
R. C. Remer/laa
H NfON ^N Jinn UIN'1 IN(-
EN YON EXCiN^T-;r^;
APPLIED COIL jfll-CMAUlCS - FOUNDATIONS
BSflO FlUfr ,N
5AN D1STGO, CALlFOtVHIA &2J23
April 20, 1979 C'1-4)
Mr. Mark Turner
1420 Lucky Street
Oceanside, California 92054
Subject: Project- No. 79-4-11M
Moisture Contents m Subgrade Soils
, Lot 221 of
La Costa Meadows Unit No. 1
Carlsbad, California
Dear Mr. Turner:
This Is to report tne 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 soils samples were obtained on April 19, 1979, and rhe results of the moisture determinations
ore presented as follows:
Depjh of Sample
Approximate
Location of Samples
Southeasterly portion of proposed building
area
Noithwesterly portion of proposed building
area
Below Existing Grade
_ (In Feet)
1.0
2.0
3. 0
1.0
2.0
3.0
Moisture Content
(% dry wt)
16.5
20.9
20. 8
29.6
19.9
19.0
It Is concluded from the field observations of the various sol! types and the final resulls of the
moisture determinations that the soils in the upper three feet below finished grade at the locations
sampled have been sufficiently moistened to minimize the potential expansion of the soils, as
recommended In our report under Project No. 70-10-23D, dated October 12, 1971.
Respectfully submitted,
BENTON ENGINEERING, INC.
By Reviewed
R. C. Rerner
Distribution: (3) Addressee
PrTfffpH. BritonTCivil EnTmfi
RCE No. 10332
REGEH
BENTON ENGINEERING, INC.
APR 2 31979APPLIED SOIL MECHANIC* FOUNDATIONS
BH4U MUFFIN HOAU
, CALIFORNIA »S1 21
CJTV OF CARLSBAD
CLi.o.ag Department
PHILIP HKNKINaWKNTQN Aorll 20, 1979miMICMNT - CIVIL KNOINUM ~ ' TlLKFHONB (714) BOB 1*08
Mr. Mark Turner
1420 Lucky, Street
Oceanslde, California 92054
Sub|ech, Project No. 79-4-11M
; Moisture Contents In Subgrade Soils
~ Lot 221 of
La Costa Meadows Unit No. 1
*'" Carlsbad, California
Dear Mr. Turners
This Is 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 soils samples were obtained on April 19, 1979, and the results of the moisture determinations
are presented as follows:
'„', » Depth of Sample
Approximate Below Existing Grade Moisture Content
Location of Samples (In Feet) (% dry wt)
Southeasterly portion of proposed building 1.0 16.5
area v* ' ' 2.0 20.9
3.0 20.8
Narthwe»terly portion of proposed building 1.0 29.6
area •/' 2.0 19.9
3.0 19.0
It Is concluded from the field observations of the various soli types and the final results of the
moisture determinations that the soils In the upper three feet below finished grade at the locations
•ampjed have; been sufficiently moistened to minimize the potential expansion of the tolls, as
recommended In pur report under Project No, 70-10V28D, dated October 12, 1971.
.ftapeetfuljxisubmltted,
BENTON^NpJNEERING, INC.
By.
K7 W Remor
RCE No. 10332
Distribution! (3) Addressee
5-4-78
LEUCADIA COUNTY WATER DISTRICT
APPLICATION FOR SEWER SERVICE
Owner's Name Robert G. Turner/Mark F. Tnrnpr Phone No. 433.2927
Mailing Address 1914 Stewart Street
Service Address:
Oceanside, CA 92054
Cazadero Drive
Tract Description. Lot 221. La Costa Meadows #1
Assessor's Parcel No. 215-300-28
Type of Building Duplex
I ateral Size- 4" __ 6" _ 8" __ Saddle _
Extra Footage- @ $ Extra Depth.
SEWER PERMIT tSStlED UPON
RECEIPT OF BUILDING PERMIT
BUILDING PERMIT MUST BE
APPLIED FOR RY /La* /<t
No. Units 2 Connection Fee $1a?nn.nn
Easement Connection J_pre-pd 400 .00)
& $
Amount Rec'd $
Ck. No/Cash AT]
Date %"3&
Rec'd By
Lateral Fee
Prorated Sewer
Service Fee
Total
The application must be signed by the owner (or his authorized representative) of
the property to be served. The total charges must be paid to the District at the
time the application is submitted.
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.
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 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
in the same manner as property taxes.
The undersigned hereby agrees that the above information given is correct and agrees
to the conditions as stated.
s Stanature Date Account No,