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•**\ STRUCTION WHE'1 KEEP HARMLESS1 EXPENSES WHICH1 GRANTING OF THrHER SPECIFIED HEREIN OR NOT 1 AL!rHE CITY OF CARLSBAD AGAINST ALL LMAY IN ANY WAY ACCRUE AGAINST SS PERMIT5O AGREE TO SAVE INDEMNIFY ANDABILITIES JUDGMENTS COSTS ANDAID CITY IN CONSEQUENCE OF THEAPpVlfcANT S SIGNATURE * \) OWNER 3 CONTRACTOI>rfj>k
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o I HAVE CAREFULLY EXAMINED THE COMPLETED APPI..ICACERTIFY UNDER PENALTY OF PERJURY THAT ALL INFODECLARATIONS ARE TRUE AND CORRECT AND I FURTHERISSUED TO COMPLY WITH ALL CITY COUNT Y AND STATTION AND PERMlRMATION HERr.CCERTIFY AND ACE LAWS GOVERNZ D 7*
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Citp of Carltebafc
JURISDICTION DATE
PROJECT ADDRESS
TO
PLAN CORRECTION SHEET
Plan Chf-ck No
r ito plans received by jurisdiction fr7P*l
T<te [>lans received by plan checker
Oatc initial plan check completed
' y/2.
"O^EXVORP PLEASE READ
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniforn 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
based on laws and ordinances enforced by the
Planning Department, Engineering Department
or other departments
The items circled below need clarification,
modification or change All circled items have
tc be satisfied before the plans will be in
conformance with the cited codes and regulations
Per Sec 303 (c) 1979 Uniform Building Code,
the approval of the plans does not permit the
/lolation 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
been returned to you by the jurisdiction.
To facilitate rechecking, please identify,next to each circled item, the sheet of
the plans upon which each correction on
this sheet has been made and return this
check sheet with the revised plans
I I AJPPLICANT COPY
siESLCITY COPY
S^ ^--C==r==^=======/ V\ PLAN CHECKER COPY
II CITY COPY
Q PLAN CHECKER COPY
Citp of Cartebab
JLRISDICTION DATE
PROJECT ADDRESS
TO
PLAN CORRECTION SHEET
PUn ChPCk No
rito plans received by jurisdiction
lite plans received by plan checker
Date initial plan check completed
FOREWORD PLEASE READ
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniforn
Plumbing Code, Uniforn Mechanical Code, Nationa
Electrical Code and state laws regulating energ
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
based on laws and ordinances enforced by the
Planning Department, Engineering Department
or other departments V
The items circled below need clarification,
modification or change All circled items have
tc be satisfied before the plans will be in
conformance with the cited codes and regulations
Per Sec 303 (c), 1979 Uniform Building Code,
the approval of Che 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
been returned to you by the jurisdiction.
To facilitate rechecking, please identify,
next to each circled item, the sheet of
the plans upon which each correction on
this sheet has been made and return this
check sheet with the revised plans
, __
tfJS/OCf' -7^7 C£"
//-
N
GORDON M BIZIEFF
PLANNINE/DE SIGM'DE VE LOP ME NT
September 10, 1984
Building Director, Ciry of Carlsbad
1200 Elm Avenue
Carlsbad, CA 92008
RE Proposed single family residence 1268 Knowles Avenue in t
City of Carlsbad
Mr Orenyak
I request that you waive the requirement to provide mechanical
heating for the single family residence on L268 Knowles Avenue
The reason for this request is as follows
1. We are providing a wood burning stove manufactured by Lopi
Energy Systers which has a U L listing #1482 and an
I C B 0 *4007
2. We are providing dual glazed windows throughout manufactured
by the "Jordan" window company
3 We are providing a soath facing solarium with the extensive
use of tile flooring to act as a thermal mass storage medium
4 We are providing R-30 insulation in all attic areas
5 We are shading all westerly facing glazing
6. We are providing a solar water heating system
All of the features incoprorated into the design combine into a
passive solar efficient home
Your consideration of this matter will be greatly appreciated
Sincerely,
Gordon Bizief
GB ch
II APPLICANT COPY
PI PLAN CHECKER COPY
Citp of Cartebafc
JURISDICTION DATE
PROJECT ADDRESS
TO
PLAN CORRECTION SHEET
SINGLE FAMILY AND DUPLEX DWELLINGS
Plan Chfck No
r-ico plans received by lunsdiction frL/Cfc?
nate plans received by plan checker e/
Date initial plan check completed £*"&/ by
-QREHORD PLEASE READ Tel (619) J60-1468)
Plan check is limited to technical reouirements
contained in the Uniform Building Coda, Uniform
Plumbing Code, Uniforn 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
based on laws and ordinances enforced by the
Planning Department, Engineering Department
or other departments
The items circled below need clarification,
modification or change All circled items have
tc be satisfied before the plans will be in
conformance with the cited codes and regulations
Per Sec 303 (c), 1979 Uniform Building Code,
Che 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
been returned to you_by the jurisdiction,
to """'
/
To facilitate rechecking please identify
next to each circled item, the sheet of
the plans upon which each correction on
this sheet has been made and return this
check sheet with the revised plans
Indicate on plans the nair.e of the legal
ownpr and name of person responsible for
the preparation of the plans Sec 302(b)
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Sucmic fully di-nensioned plot p'an dra^n
to scale showing location size and use
of all existing and prooosed structures
on the lot Identify property lines and
shew lot dimensions and all easements
Show location of all cjt 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 allev to property line and distance from
cur^i 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)
FITF PROTECTION
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 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 fire-resistive construction, heavy
timber or of non-combustible material if
they project into the 3' setback area from
the property 1-ne Sec 1710
Shoj location of pern inently wired smoke
arc ctor Sec 1210 1-O\JL)S«. 132
ROOM SIZEb, FIGHT, VENTILATIONS AND GLAZIHC
One room must contain a minimum of 150 square
feel of superficial floor area Sec 1207(b)
H<ib.L table rooms oth^r than kitchens shall
contain at least 70 square feet of floor
urea Sec 1207ib)
twndow area must be at least 1/10 of the
floor area and a minimun of 1C square feet
per Sec 1207(a) Aonears to be deficientin
Openable window area nust be 1/20 of the
floor area and a -nini-num of 5 square feet
In bathrooms, laundr/ rooms and similar
rooms liniium is 1 5 sq ft (Sec '205(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
are not provided Sec 1205(a)
No habitable room, other than a kitchen,
shall be less than 7'0" in any dime^ion
Sec 1207(c)
Show that ceiling height for habitable
rooms is a minimum of 7 6" Sec 1207(a)
Show calling -leight 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)
Vo cooicing room shall b» used for sleeping
purposes unless complying as an efficiency
iving jnit Sec 1208
Specify safety glazing for glazing in hazardous
locations such as glass doors, glazing
adjacent to such doors and glazing adjacent
:o 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
Tie window must have an openable area of
at least 5 7 square feet with the .lununum
openable width 20" and fie minimum openable
height 24" Sec 1204
Eaves and cornices may not project into
a required vard more fian 2 inches for each
foot of yard width if required windows
pen 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 fie 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 fie long side open to theaoom below
The loft you show does not comply as a
mezzanine floor and is, by Building Code
definition, a story
EXITS. STAIRWAYS, AND RAILINGSr
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'-3"
11 height, and shall be capable of opening
t 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
ess 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 23-8
Provide stairway and landing details
Sec 3305(b) S (c)
a Maximum rise 8* and minimum run is 9"
b Minimum head room is 6'-6"
c Minimum width is 30"
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Handrails shall satisfy the following
a Provide 'landrail for stairways over 30"
hign when serving a single dwelling
Title 24 Sec T25-22(b)
b Handrail shall ba 30* to 34" above the
nosing of treads Sec 33051;))
c Handrail projecting from a wall shall
have a space not less than I 1/2" between
the wall and the handrailThe 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, at
least equal to the stairway width
Sec 330S(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 staii-way provided the too step is not
more than 7 1/2" lower than the floor level
Sec 3103 d)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
Minimum width is
(see attached)
30 inches Sec 330S(d)
Provide spiral stairway details
a Minimum run is 7 1/2 inches at a point
from where the tread is fie narrowest
Maximum rise is
Minimum headroom is 6Sec 330S(f)
(see attached)
9 1/2 inches
feet 6 inches
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 33051 f)
Provide I C 3 0 Reasearch Report and lumber
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 330S
Exterior stairways shall not project into
the 3 foot setback from the property lines
Sec 3305(nl
The walls and soffits of tha enclosed jseabla
soace under interior stairs shall be protected
on the enclosed side as required for one-hour
tire-resistive construction Sec 3305(m)
construction specifications shall
be itade a part of the approved plans
(See attached)
B ROOFING
Specify roof pitch
Roof pitch is not adequate for roof type
soecified Specify minimum pitch of
t
Specify roof material and apnlication
Specify ICBO approval number for roof
materials not covered in CISC
Specify roof slope for drainage or design
to support accumulated water Sec 3207(a)
Show roof drains and overflows Sac 3207(a)
' ~J, Provide skylight details to show compliance
/ with Sections 3401 and 5207 or provide ICBO
' »approval number
~W 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 att.c 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)
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 2516U)
regarding ties and »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 Cleanout shall
be sealed before grouting, after insoection
Sec 2415
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
Show how masonry house walls retaining earth
are to be waterproofed Provide detail
Note that special inspection of the iiasonry
will be required for
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G GARAGE AND CARPORTS
IQfl Garaga requires one-hour fire protection
/ on the garaga side of walls and ceilings
common to the dwelling Table 5-3 Sec 503(b)
^ ,___—s^_ -—^——-——-vAll elements supporting floor above garage
to have one-hour fire-resistive protection
on the garage side Sac 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 ,,
Show I 3/3" solid core self-closing door
for openings between garage and dwelling
Sec 503(d)
Garages are not permitted to open into
a room used for sleeping purooses Sec 1104
Openings between carport and residence
require self-closing doors and stationary
windows Sec 1214
Show garage framing section size of header
over garaga 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
Doors between dwellings and attached garages
ma/ swing in either direction provided
tha 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 steos 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 13" raised platforms for any FAQ,
wai er heater or any other device which
may generate a flame or spark
Note that continuous fire wall protection
shdll be installed behind raised platform(s)
pr: or to framing platform
FOUNDATION REQUIREMENTS
Note on plans that"A soils engineer shall
evarluate 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
exoansiveness 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
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, forming
and reinforcement comply with the soils
report and approved plan "
Provide spread footings for concentrated
loads designed for 1,000 PS? soil bearing
or per bearing value as determined by
an angineer or architect Chapter 29
Show height of all foundation walls Chapter 23
Show height of retained earth on all foundation
walls Chapter :3
Show distance of foundation to edge of
cut or fill slopes and show steepness and
•heights of cuts and "ills Chapter 29
Note on olans that wood shall be 6" above
"inish grade Sec 2417(c) 7
Note on plans that surface water will drain
away *rom building and show drainage oattan
and <ey elevations Sec 29051f)
Dimension foundation per Table 29A
TABLE NO 29-A—FOUNDATIONS FOR STUD BEARINGWALLS—MINIMUM REQUIREMENTS
163
Note crass bridging or blocking Floor
joists and rafters more than 12" in deptl
and spanning more -han 3 feet shall be
supported lateral!/ by bridging at inter/als
not exceeding 3 ceet Sec 2506(gl
Show blocking at ands and at suoports
of floor joists and for rafters at exterior
walls Sec 2S06(g)
164 Show solid blocking at ridge line and
at exterior walls on trussed roofs
Sec 2506<g)
S
NUMBERorSTORIES
1
2
3
THICKNESS Of
FOUNDATION WAU
(IncMi)
CONCRETE
6
8
10
UNITMASONRY
6
3
10
WIDTHOFFOOTINGtlnclIM)
12
15
18
THICKNESSOF
FOOTINGllncfttl)
6
7
8
DEPTH OF
FOUNDATION
BELOWNATURAL
SURFACEOF GROUND
AND FINISH
GRADE(Indus:
12
18
24
Show double joists Floor joists shall
ba doubled undar beariig partitions running
oarallel with the joists Sec 25l8(d) 5 __
6j? Show rafter ties Rafter ties shall be
spaced not more than 4 feat on center
where rafters and ceiling joists are not
parallel Sec 2518 (h )<S-rVlt,F*i<5" Q,
167
163
NOTES
Where unusual condition* or frost conditions are found footings andfoundations shall be as required m Section 2907 (a)
The ground under the floor may be eicavated to the ilexation of thetop of the footme
Show foundation sills to be pressure treated,
or equal Sec 2517(c) 3
Show foundation bolt size and spacing
Sec 2907(e)
Specify size, ICBO nuaibar and manufacturer
of power, driven pins Show edge and end
distance and spacing Sec 306(f)
Show size, imbedraent 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 unaer all shear
wa],ls Sec 2311(e)
Show stepoed 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
PRAMIHC
161
Show all joists, rafters, beams, and posts
2" to 4" thick to be No 2 Grade Douglas
Fir-Larch or batter All posts and beams
5" and thicker shall be No 1 Grade Douglas
Fir-C.arch or batter (Table 25-A-l)
Show wall bracing Every exterior wood
stud wall and main cross partition shall
be braced at each end and at laast every
25 feet of length with 1x4 diagonal
let-in brace or equivalent Sec 2518(g)5
L87
/
"Show rafter purlin braces to be not less
than 45 degrees to the horizontalSec 25l8(h)
Show 1/2" minimum clearance between top
plate oc interior partitions and aottom
chord of trusses (To ensure loading
will be as designed )
Show double top plate with minimum 48"
lao splice Sec 2513(g)4
Show nailing will be in compliance with
Table 25-P
Provide fire stops between stories, between
top '>tory and roof space at ceilings
and floor levels in interior and exterior
walls in mansard roof or eyebrow so no
concealed or furred space -s 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 Sec 2517(f)
Show stud size and spacing
able stud heights 2"x4"« 16
3"x4 'S2-C6"? I6"o c is 20
Maximum allow-
1 is 14
Sec 2Sl3(g)2
Note an A I T C Certificate of Compliance
for glued laminated wood members shall
be given to the Building Inspector prior
to election Sec 306(f)
Detail all post to beam and post to footing
connections Sec 2517(c) 4
Specify nail size and spacing for all
sheai walls, floor and roof diaohragms
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 25l8(f)
Provide truss details and truss calculations
Provide roof framing plan Sec 302(a)7
Provide framing sections through
Section 302(a) 7
Specify all header sizes for opening over
4' wide Sec 2513(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 posts are foun-
dation grade redwood or cedar Sec 2Sl7(c)4
iX
</
X
^
^S
^^
Show location of attic access with minunun
size 22" x 30" Sec 320S
Show draft separation for attic areas
in excess of 3,000 sq ft Sec 3205
Show dract seoaration for space between
droooed ceilings and floor above n excas
of I 000 sq ft Sac 2517
Specify plywood grade and panel indanti-
fication index Table 25-J
when roof pitch is less than 3 12, designridge as a oeam Sec 2513 (h)
Wood shear walls shall not be used to
resist horizontal forces contributed by
itasonry in buildings over one story in
height Sec 25lS(b)
Gypsum lath and plaster gypsum sheathing
board and gypsum wallboard shall not be
used in 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 Sac 2518(g)S
Cripple wall studs exceeding 4 feet inheight shall be 3 inch by 4 inch or 2
inches by 6 inches when supporting 2 stories
Sec 2513<g)6
Show plywood sheathing over exposed eaves,
or other weather exposed areas, is exteriorgrade Sec 2S17(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 buildingpaper 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)
Specify truss layout for 30" x 30" attic
access
Ridges hips, and valleys shall be at
least one size larger than supported
rafters __ Sac 3glfl(hU - ^_
Provide metal straps across ridga beam
and rafters^ — i — | .
MECHANICAL
All heating, ventilating and cooling systems
id appliances shall comply with tne Uniform
leXhanical Code
Show the size, location and type of all
heating and cooling appliances or systems
Show source of combustion air for furnacewill 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 JMC
Furnace shall not be installed under any
stairway Sac 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 IC3O approval for prefab fireplace
and provide approved installation instrjctionsat job tite
208 ^Show access to the attic or under floorfurnace to be minimum 30 inches by 30
inches Sec 708 4 709 UMC
Note that passageway to the attic furnaceshali be unobstructed and have continuous
solid flooring not less than 24 incheswide Sec 708 UMC
Show permanent alectrical outlet and
lighting -i^ture controlled by a switch
for the attic furnace Sec 708 UMC
Show details to comply with Section 409
for furnace under the floor. Section 703
for attic furnace, or Section 710 for
roof or outside furnace
Note on plan, gas vents and non-combustible
oiping passing through three floors or
less shall be effectively draft stopped
at each floor or ceiling USC Sec I706(a)6
ELECTRICAL (National Electrical Code)
wiring shall comply with the National Electrical
Code,
Zrf N
S . s«.
2 *2 If
/ th.
Mote on the plan the amperage of electrical
service
the electrical installation is more
than 200 amperes show aanel location
and orovide a single line diagram and
load calculations includinga Wiring method employed
b Sizes of all conductors, switches,
circuit breakers fuses and conduits
c Approximate length of service feedersd 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 U6(2.t3rZXf ,
At least one receptacle shall be installed
outdoors in basements and attached garages,
other than laundry outlets Art 210-2S(b)
Show minimum dwelling lighting (NEC
Art <'10-26(a) and GFI S in garage baths
and outdoors NEC Art 210-3(aJ
Note "UFER" ground to be provided (NEC)
Art <'50-8l
L PLUMBING (Uniform Plumbing Code)
All plumbing shall comply with the Unifrom
Plumbing Code
yK Show water heater size, type and
S ^. location on plans
vfl Show method of providing combustion air
f . to fuel burning water heater Sec 1307
Z7B Fuel combustion water heater shall not bef 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 exteriorSec 1007(8)
207
Provide dryer vent to outside
Sec 1903 _
L'MC
Note on the plan that hose bibbs and lawn
sprinkler systems shall have approved
backflow prevention devices Sec 1003
Shower'stall snail accomodate a 30"circ1e
and have a minimum floor area of 900 sq inUPC 90<><d)
5_ "Of?*; ISOLATION,
X
•
,how details of duplex jonmon .partyi -Jllsand "oor csiUna assumeU«s to ic-iiave
j Sound -ransmtssion w jss ISTX.) racing
in ««n*. at 10 'ieciOlfS Jnd in Cmpacttnaulation Uass itli.! ratin« an eiour
ceiling of 10 Uecibles Titl« 23
Show now penetration of aase*ali*a 'or
piping, electrical devteas racwsad caainat
satntuos soffits or M*atine; ventilating
or esnauat ducts snail a* s«al*d. lined
or insulated eo isaintain required sound
transmission racing Title 23
Provide iflaulaeion in walls and ceiling
to acniev-j STC af 10 b«cw*«m garao* andUvinq ar«a if garmg* visas la noe controlled
by r*sid«nt Title 23
•atPMTf COMSHKVATIOIH >lean* Head
New stata Mandated Regulations
(Calif Admin Cod*) became affective,
June 16. 1983 and require that the
design satisfy one of the alternative)
•naray packages (see attached package*
A. B, C. 1. 2. 3. 4 and AB 163) Th*
law also requires that many mandatory
conservation items b* satij^ied
in Zona
Copies of the Residential Energy
Conservation Manual may b* obtained
fromi Publications Unit, California
Energy Conaission, 1111 How* Ave, HS-50.
Sacramento. California 95825, (Tel
(916) 920-6216)1 California Building
Officials also maintain a telephone
•hotlin** between 10:00 A M and Noon
and 1:00 P M. to 4:00 ? M. ae (916)
456-3823
Show on th* title sheet of th* plans,
the alternative energy package that;
was selected i a A, B. C. 1, 2. 3,
4, or AB 163 to show compliance, and
provide calculations and other data,
appropriate to that selected package.
The responsible designer should sign
a statement, on the plan title sheet.
•The design submitted substantially
conforms to the Energy Regulations
for Residential Buildings*
Show th* *n* valu* for th* ualls and
ceiling and related areas.
Note that the insulation used shall
comply with California Quality Standard*.
Note th* insulation installer shall
post a signed certificate, in a conspicious
place in the building, stating the
insulation complies with Title 24. Chapter
2-53 and Title 20, Chapter 2. Subchapter
4. Article 1
Note doors and windows, including skylights,
between conditioned and non-conditioned
space shall be fully weatherstripped
Note on the framing plan that weather-
stripping, caulking or sealants muat
be used to limit filtration in th*
building envelop* at the following locationsi
exterior joints around windows and door
frames between wall sole plates and floors,and u<.tw«en exterior wail panels,
penetrations in walls, ceilings, and
floors for plumbing, electricity, and
gas linos openings in attic floors
and all other openings in the building
envoi op«i
Note tnat doors and windows to be certified
and labeled as complying with the Energy
Regulations
Note fans exhausting air to have back
draft dampers
Not* it th* exterior wall fireplace
•Fireplace to nave minimum six square
inches of outsid* air to have glass
or metal door covering the entire opening
of the firebox eo nave tight-fittine;
damper with readily accessible control
and should not have a continuous burning
pilot light*
Note ducts shall comply with Chapter 10,
1976 U.HC and shall b* tightly sealed
with mastic or tap*
Not* ae th* water heater location 'water
heater to have wrap of R-12 external
insulation*
Note, where water heater is in unconditioned
space, the first five feet of outlet
pip* eo have R-3 wrap
Note all circulating hot water pipes
in unconditioned spaces shall be insulated
Note that all gas fired heating and
coolinq appliances, showers and faucets
shall comply with the Energy Efficiency
Standards
Show, *t bath and kitchen, that the
general lighting shall havo an efficiency
of not less than 23 luawns per watt
i * floreseent
Not* that heating or cooling system*
(except heat pumps) shall have an automatic
thermostat with mechanism which can b*
manually programmed to automatically
set back the thermostat set points
at least two periods. *j*;hin 24
Show th* six*, type andfTlocation'
the space heating (or coot
and provide energy calculations
output BTU/Hr exceeds 43.000 BTU/Hr
°UtPAtJ7ff-SDH-Melt* aad modal for PMI and water h*ace*
•re on State approved list.
Outdoor pools *«.tn fossil euel Heaters
require; pool covers aa wall aa atner energy
saving devices suca aa tiro cioexa. ate.
•10-140*
X
Show a minimum 2* air soace and flashing
between plantar and building walls
Sac 25l7(e)
Specify material to be used under fie
shower :ila Sec I707(a)
Specify lath and plaster co 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 jac*cs) in roof for
two tut ire 3/4* copoer pipes to convenient
location of future solar panels (City Ord )
Note ciat solar wacer oiping is to oe insulated
in areas f-.at ate rot Seated or cooled
(Cicy Ord 1
Q Building plans are substantially correct
and complete
By i
Date i
G Building plans would be substantially correct
and complnte is minor corrections are made
at counter
Byi.
Date
/Cl^uilding plans require ma^or corrections and
complete plan recheck. by plan check
engineer, is required
Byt
Datet
If you have any questions regarding
this plan check, please call
at
We would also b* pleased to meet with
you. at no charge, if additional assistance
is n*eded
Datet Jurisdiction1
Prepared byt
VALUATION AND PLAN CHECK FEE
Bldg. Dept.
Esgil
PLAN CHECK NO.
BUILDING ADDRESS /Z-&&
APPLICANT/CONTACT£tf>/zgtoAy
BUILDING OCCUPANCY
PHONE NO.
/g-3 rtsf DESIGNER PHONE
TYPE OF CONSTRUCTION CONTRACTOR PHONE
BUILDING PORTION
/./CS/AS£-
6^412^
Air Conditioning
Commercial
Residential
Res. or Conun.
Fire Sprinklers
Total Value
BUILDING AREA
/&&^ d
-^52) C5
VALUATION
MULTIPLIER
/ S3-*o ~
^ t$~*ti ^
§ 2.80
0 2.40
@ 1.50
VALUE
e?6.?Z5'~
5-^5^
x
/OZ575~
Fee Adjusted To Reflect
Building Permit Fee $_
Plan Check Fee $
D Energy Regulations (Fee x 1.1)
QHandicapped Regulations (Fee x 1.065)
COM MENTS..
•l
^^^^^
LAN CHECK NUMBER c/r^£_ ADDRESS
PLANNING TYPE OF STRUCTURE
DATE
ZONE
SCHOOL FEES SAN DIEGUITO
CARLSBAD
% COVERAGE
ENCINITAS
SAN MARCOS
BUILDING HEIGHT
FENCES/WALLS
TWO CAR GARAGE
REQUIRED SETBACKS
FRONT >r A //~7T rrSIDE_
REAR
COMMENTS
SoI— LU<-) oc
LU i—i
Q£ =>cr OrO LUcj o:
REDEVELOPMENT APPROVAL REQUIRED
LANDSCAPE PLAN COMMENTS
ENVIRONMENTAL REQUIRED
ADDITIONAL COMMENTS
OK TO ISSUE
ENGINEERING
P.F.F _
R.O.W:,
LEGAL DESCRIPTION VERIFIED7
PARK IN LIEU _
'IMPROVEMENTS
E D.U
SEWER
LATERAL DRIVEWAY
oo•z.o•— Qt— LUO CSLLU i—ia: oo: cro LU
GRADING PERMIT
DRAINAGE c
EASEMENTS
/ s
/(
ADDITIONAL COMMENTS
OK TO ISSUE DATE
* ENGINEERING INSPEC/B0N REQUIRED
PUBLIC WORKS INSPECTOR
FINAL OK
7
DATE
* IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC )
J THOMAS Wl
STRUCTURAL
# >
^^
£ r? <? 6 < r-y
(/
» 2.
%
J *A+/£l—.l$f-3 S,'K
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-- *
£3 L - /r.x -. 2.6
- <s>,
n -
er / --
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L = /6.J
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£
,£Y
/'I r'-\-/
SOLAR WATER
HEATING SYSTEM
STANDARD
SOLAR \VA7FR H HATING SI ST LM RATING
RATING CATEGORY
ROLAB ENERGY DELIVERED
RESERVE ENERGY CAPACITY
HEAT LOSS COEFFICIENT
AUXILIARY ENERGY CAPACITY
AUXILIARY ENERGY CONSUMPTION
PARASITIC ENERGY CONSUMPTION
STANDARD TEST LOAD
TFRM
QNO
°RES
L
°CAP
°AUX
°PAR
°DL
RATING
35,800
29,200
5.1
27,600
15,500
NA
40,119
UNIT
BTU/DA\
BTU
BTU/HRT
BTU
BTU/DAY
BTU/ DAY
BTU/DAY
Manufacturer
Adflrr is
T«t Svitem Type
200-S2
Sol ahart
3560 fn-mh
300 LO *
Indirect
U.S.A.
P^rp adjusted to
QNET at^Duste^ to
*n Dl pnn f"^al i fr^rri
1000 Btu/Ft
2000 Btu/Ft.
i a
Trade Name
Thermos vphon System Clascific
Q212T
Solahart
2
2/Day
/Day
Sj^lar
«= 24,268
•= 40,119
Water Hf
Btu/Day
Btu/Day
>3t-inrr Sv^tPi
ar Plus Suppl pmpntal
SOLAR SYSTEM SPECIFICATIONS AND MATERIALS
COLLECTOR
Solahart
MMrl No 3
C-mtt Arra 21 3 So Ft. Per Panel
HryWe.phf 21 Ibs Per Panel
rnv^rpiair Low iron Tempered Glass
Aktnrhrr- Steel
Inciiiannn • Fiberqlass/Polystyrene
Maximum Operating Temperature 205°F
Manufacturer i Maximum Rrcnmmended Flow Rate
Trade Name Solahart Solar Water Heatino Svstem
Net Aperture Ar« 20 1 Sq Ft. Per Panel
, Fluid Capacity 1 Gal Per Panel
Frame Structural Grade Aluminum
AKsprheT <;urf»rr Solahart Surface Treatment
Transfer Fluid Mfr Supplied TreBted Potable Water
Maximum Oprn>t-n£ Prrffvrr Atmospheric to 16 psi
Thermos vphon
Number of Collector Paneh in Svstrm TWO Collectors *
TANK
Manufacturer
Model No _
Dn Weight _
Material
Solahart
300 LJ
Ibs
Mild steel
Trade Name Solahart Solar Water Heating, System
Fluid Capacity 80 Gals.
Insulation ^Polvu re thane
Work.mp Pressure 50 psi
PUMP
Manufacturer . Not Applicable
Model Nin
Hor^epouer
Tsade Name
Power Consumption Voll< Amp<:
CONTROLLER
Manuiaciurer Mot
Model No Trade Name
HEAT EXCHANGER
Manufacturer
Model No
Type
Trade Name.
v-n-V.around of storaop cylinder!
REMARKS
Solar storage tan>. has an integral heatino element that suppleinents the solar heatec
water to heat the tank to the desired minimum delivery temperature, element rated
at 2400 watts at 240 volts *Cer-tification and rating also applies to model
300 LJ Solar Plus Supplemental with three J collectors and an 80 Gallon LJ tanX
DEVELOPMENTAL
SERVICES
BUILDING DEPARTMENT
Cttp of
1200 ELM AVENUE
CARLSBAD CALIFORNIA 92008-1989
(619) 438-5525
September 17, 1984
Mr. Gordon Bizieff
2956 Roosevelt Street
Suite B
Carlsbad, CA 92008
FIREPLACE DESIGN
The design proposed maybe used if it is shown to
conform with the State Energy Law. Please provide
energy design calculations by an accredited design
professional.
Calculations should show that the fireplace stove,
or stoves, will heat all the habitable rooms on the
coolest day of the year to 70°F at three (3) feet
above the floor, per Section 1211 of the Uniform
Building Code.
It should be noted that fuel for the fireplace
must be carried to the fireplace from a storage
area. This may be a hardship for some people (i.e.,
elderly or handicapped); but under the building
code, this is not regulated. Nevertheless, fuel
supply is more likely to be a problem than a gas
or electric system provided by a public utility.
The ICBO number for the fireplace shown is ICBO
Number 4002, not 4007. Number 4007 is for steel-
truss plates. (See attached)
Any questions, call Glen Adamek at Esgil Corporation,
(619) 560-1468.
Director of Building and Planning
MO:CD:hm]
Attachments
C: Esgil Corporation
LOPI Quality on the Outside...
...Follows Through to the Inside
M-520
Fireplace inserts models X FL, LX were tested and approved in accordance with the specifications and procedures
outlined in Underwriter s Laboratories, Inc Standard for Safety UL 907 Fireplace Accessories and Fireplace Inserts
Wood Stoves models M520 M380 were tested and approved in accordance with specifications and procedures outlined
in Underwriters Laboratories Inc Standard for Safety UL 1482 Solid Fuel Type Room Heaters Aug 9 1979 and UL
737 Fireplace Stoves
Mobile Home Room HeatiH M440 was tested and approved to DepL of Housing and Urban Development (HUD) Stan
dards and Underwnter s Latx>ratones Inc. Standard 1482 as they apply to room heaters for use in mobile homes and in
tended for installation in accordance with the requirements of the Mobile Home Construction and Safety Standards
All Testing conducted by S T L Portland Oregon Units approved by ICBO File Mo 4007 ]
Units have also been submitted to Underwnter s Laboratory of Canada Inc for testing and certification M380 approved
to ULC Standard 1482 File No S627 MI981 and approved for credit by the Canadian Oil Substitution Program
Consult local building code officials prior to installation
International Conference of Building Officials
RESEARCH REPORT Report No 4002
October 1983
Filing Category FIREPLACES
MODELS FL-T, LX T, X-T, LX, FL AND X FIREPLACE
INSERTS AND MODELS 380-T, 440-T, S20-T, M-520 AND
M-380 FIREPLACE STOVES
LOPI INTERNATIONAL LTD
10850—117TH PLACE, NORTHEAST
KIRKLAND, WASHINGTON 98033
KDI, INCORPORATED
8950 NARROW LAKE ROAD
SPRBMGPORT, MICHIGAN 49284
I Subject Models FL T LX T X T LX FL and X Fireplace Inserts
and Models 380 T, 440-T 520 T M-520 and M-380 Fireplace Stoves
II Description The fireplace inserts are designed for use in masonry
fireplaces built in accordance with Chapter 37 of the Uniform Building
Code The existing fireplace flue damper must be removed or either weldedor bolted in a permanently open position The appliances descnbed in this
report are wood burning units designed for use with chimney connectors
complying with the Uniform Mechanical Code and listed low heat
appliance chimneys Optional blowers are also available with these units, as
indicated in the installation and operation instructions The overall sizes of
the units clearances to combustibles and additional information are indi-
cated in Tables Nos I through III Bnck wall shield details for clearance
reductions are shown in Figure No 4
Identification Each unit is identified by a permanent aluminum labelcontaining the manufacturer s name, address model number serial num
her type of fuel, ICBO research repo-t number installation clearances
chimney and hearth extension details and the name of the quality control
inspection agency, Stove Testing Laboratory (TL-119)
III Evidence Submitted Report of tests conducted in accordance with
UL Standards Nos 737, 907 and 482 and a quality control manual have
been submitted
Findings
IV Findings That the fireplace inserts and fireplace stove
described in this report comply with the 1982 Uniform Building Code
and the 1982 Uniform Mechanical Code, subject to the following
conditions
1 They are fabricated, identified and installed in accordance with
this report and the manufacturer's instructions
2 Combustion air is provided in accordance with Chapter 6 of the
Uniform Mechanical Code
This report is subject to re examination in one year
ICBO research reports are issued solely to provide information to Class A members of the organization utilizing the code upon which the report is
based Research reports are not to be construed as representing aesthetics or any other attributes not specifically addressed nor as an endorsement or
recommendation for use of the subject report
This report is based upon independent tests or other technical data submitted by the applicant The ICBO technical staff has reviewed the test results
and/or other data, but does not possess test facilities to make an independent verification There is no warranty by ICBO, expressed or implied, as to any
"Finding" or other matter in the report or as to any product covered by the report This disclaimer includes, but is not limited to, merchantability
Page 1 of 5
Carlsbad Unified School District
8O1 Pine Avenue, Carlsbad, California 92OO8 729-9291 'Excellence In Education'
BOARD OF
TRUSTEES
J EDWARD SWITZER JR
President
JU LI ANNE L NYCAARD
Vice President
JAMES McCORMICK
Clerk
JOE ANGEL.
Member
JOHN J MAMAUX
Member
DISTRICT
ADMINISTRATION
PHILIP GRICNON Ed D
District Superintendent
JAMES M STARK
Business Services
SUSAN HARUMI BENTLEY
Instructional Services
DAVID WM BATES SR
Employee Relations
RICHARD A SHALER
Information Systems
KC DUN LAP
Facilities/Services
October 12, 1984
Mr Clarence Schlehuber, Chairperson,
and Members of the Planning Commission
City of Carlsbad
1200 Elm Avenue
Carlsbad, CA 92008
Attn Mr Martin Orenyak, Building and Planning Director
Reference Douglas and Bonnie Engberg, owners
Gentlemen
Our District has reviewed the proposed development of
one single family dwelling located at 1270 Knowles
Street and has evaluated the impdct of that project on
the facilities of this District
The Governing Board wishes to advise the city officials
and residents of Carlsbad that, as residential units are
added to the community, it is likely that many classes in
the District will become crowded, resulting in possible
impairment to the educational and transportational services
offered to the students It is also likely that school
schedules may have to be changed, resulting in an increase
in the year-round program, or double-sessions, or both
However, the District is able to assure you that school
physical facilities will be available concurrent with need
for this development as it is presently proposed
Sincerely,
(/ James Stark
Assistant Superintendent
Business Services
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