HomeMy WebLinkAbout2558 DAVIS AVE; ; 84-654; PermitDECLARATIONS
LENDER WORKER S COMPENSATION OWNER/BUILDER CONTRAC
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?Lender * ArtrtrPii ,ISTRUCTION WHETHER SPfcCIFltD HfcRhIN OH NO! 1 ALSO AUHbb IU bAVb INUbMNIr-Y ANU APP,J-<*JT Q.-rfE'fcmd^c * J n ~CiKEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES JUDGMENTS COSTS AND ^^^Tjf^^^ f i ^ OWNER U CONTRACTOR^"|
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"^n.r-O ' hereby afdrm iha! mere n> a constructionwntcn this permit .s issued iS«i: J09/ Civil Codei1 .... . ... .IBS?E CAREFULLY EXAMINED THE COMPLETED APPLICATION AND PERMIT AND DCIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCl.UCARATIONS.ARE TRUE AND CORRECT AND 1 FURTHER CERTIFY AND AGREE IF A FED TO COMPLY WITH ALL CITY COUNTY AND STATE LAWS GOVERNING BUILD|lis•*- c/) m -<
? -* a - ^n Every permit issued by the Builcexpire by limitation and becomeby such permit is not commenceif the building or work authori-al anyjime aMfiKtfTe^ork is cormg Official undernull and void If3 wrthin 180 dayszed by such pernmenced for a pe|Mf !jrovisionsof thtsjui'dmg or workthe date of suchs suspended orof 180 days* AN OSHA PERM.'T5 0 DEEP AND DESTRUCTURES OVES REQUIREDMOLITKDN OfR 3 STORIESFOR EXCAVATIONS OVER=» CONSTRUCTION OFN HEIGHTCOMPANY 'n Copy is died with the cityQ Certified copy is hereby lurmshed 11CERTIFICATE. OF EXEMPTION FROMWORKERS COMPENSATION INSURANCE '(This section need not be completed »' the permit 1is for one hundred dollars ($100) or less)D ' certify that m the performance o( ine *ort- 'or |which this permit is issued i shall not empiov an-,person m any manner so as to become subject lo ithe Workers Compensation Laws of CaliforniaNOTICE TO APPLICANT If after maning tms Cert. (dcate of Exemption you should become subject rothe Wortters Compensation provisions ol the LaborCode you must forthwith comply with suchprovisions or this permit shall be deemed revokeor-
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ISTRICTin 1 hereby allirm thai 1 have a ceniticale of consent |to self insure or a certificate o* WorkersCompensation Insurance or a certified copy Uiereoi '(Sec 3800 Labor Code) 1POLICY NO 1DH
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RELOCATION OF EA FURNACE/HEATERMOBILEHOME PARK INSPlor this reason^-^
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!Pn-j (DESCRIPTION OF WORK 1 ''1 DESIGNER S ADDRESS1 DESIGNER S PHONE!/aj/db3bfci'd finnan'!UUUM5US I/H3/RS HQIi3'o'JHNot Valid Unless Machine Certifiedi °-i 1
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BLOCKSUBDIVISIONASSESSOR PARCEL NO\5S~-.2.S,3-^2_0o
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im V] 1 hereby affirm that 1 am licensed under |provisions of Chapter 9 (commencing withSection 7000) of Division 3 of the Businessand Professions Code and my license is in 1full force and effect 1lir Nn r.lj.An °Is™r^ si ft °V/\ i' m• M y)in M
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1/1 1 CARLSBAD BUILDING DEPARTMENT APPLICATION & PEP1200 Elm Carlsbad California 92008 1989 (619)4385525 /H
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:ILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONSWhite — Inspector -Green — (1) Finance (2) Data Process, Yellow — Assessor Pink — ^Applicant Gold — Temporary File
To: ENGINEERING, FIRE, PLANNING, UTILITIE?
FINAL 4NSPECTION NOTICE
J<f :>s 4 VI f //</ g.Plan it
Type of Construction
Person to Contact A?/,/(Ph No
Approved
Fire
Prevention
Planning
Department
Utilises 7
•^Departmeny
/ / •
Date Approved
Date Approved
Date ' Approved
r.nmnfipnts
IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL
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2.
PLEASE REPLY TO s.gned
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Poly Pak (50 Mis) 4P46S
SEND PARTS 1 AND 3 WITH CARBONS INTACT
PART 3 WILL BE RETURNED WJTH REPLY
DATE , /A//fcr
ESGIL CORPORATION
932O CHESAPEAKE DR.. SUITE 2O8
SAN DIEGO. CA 92123
(619) 56O-1468
/
JURISDICTION:
PLAN CHECK NO; Q ^f ~
PROJECT ADDRESS:
D APPLICANT
D JURISDICTION
D PLAN CHECKER
D FILE COPY
D UPS
D DESIGNER
D
D
D
D
D
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes. ~
e
/
The plans transmitted herewith will substantialy comply
with the jurisdiction's building codes, when minor deficien-
cies identified on the enclosed check list are resolved and
checked by building department staff.
The plans transmitted herewith have major deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp. until corrected plans are submitted for recheck.
The applicants copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
|I Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that
been completed. Person contacted: //,
Date contacted:
e plan check has
REMARKS:
"z€-^5.ESGIL CORPORATION
Form 31584
ATTENTION PROPERTY OWNER:
An "owner-builder" building permit has been applied for in your name and bearing your
signature.
Please complete and return this information in the envelope provided at your earliest
opportunity to avoid unnecessary delay in processing and issuing your building permit.
No building permit will be issued until this verification is received.
1. I personally plan to provide the major labor and materials for construction of
the proposed property improvement (yes or no) .
2. I (haveAa#e=Bot) 1<3> ^~ signed the application for a building permit.
3. I have contracted with the following person (firm) to provide the proposed construction.
Name _ Phone __
Address _ Contractors License No. _
City _
4. I plan to provide portions of the work, but I have hired the following person to
coordinate, supervise and provide the major work.
Name & -> - Phone
Address ^\T?7 /3?dA $T~ .~?>? Contractors License No.
city
5. I will provide some of the work but I have contracted (hired) the following persons
to provide the work indicated:
Name _ Address _ __ Phone ___ Type of Work
Signed: Property Owner
Social Security Number
Date: /
EACH SUBCONTRACTOR WILL BE INSTRUCTED TO OBTAIN A CITY OF CARLSBAD BUSINESS LICENSE
AND FURNISH A CERTIFICATE OF WORKMAN'S COMPENSATION TO THE CITY OF CARLSBAD.
Initials
ESGIL CORPORATION
932O CHESAPEAKE DR.. SUITE 2O8
SAN DIEGO, CA 92123
(619) 56O-1468
DATE:
JURISDICTION:-£>
PLAN CHECK NO:
APPLICANT
JURISDICTION
D PLAN CHECKER
D FILE COPY
D UPS
D DESIGNER
PROJECT ADDRESS:7^>A-vy--S>
I _ I The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
| | The plans transmitted herewith will substantially comply
with the jurisdiction's building codes, when minor deficien-
cies identified on the enclosed check list are resolved and
checked by building department staff.
The plans transmitted herewith have major deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
LJ The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp. until corrected plans are submitted for recheck.
{HJ The applicants copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
f I The applicant's copy of the check list has been sent to:
I I
Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted: _
Date contacted:
REMARKS:
Telephone^
BY:
ESGIL CORPORATION
Form 31584
APPLICANT COPY
CITY COPY
PLAN CHECKER COPY
dtp of
OATZ /
PROJECT ADDRESS!
TO,
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PLAN COP-RgCTION SHEET
SINCU "AHILY AWD DUPLCT CTrsU.INC3
Plan Check No. %"4-~ 6g
Dato plans received by luriadietion I /
Data plan* received by plan ghecker / / "^ /
Data initial plan check completed i fie-*~
rOREWQRD- PLEASE REAP TeU (619) 340-1***)
Plan check is limited to technical requirement*
contained in the Ur.ifora Building Code, Dnifora
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and stata lavs 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.
•edification or change. All circled itess hav»
tc be satisfied before the plans will be in
confomance with the cited codes and regulations.
Per Sec. 303 (c). 1979 Uniform Building Code.
the approval of the plans does not pensit the
violation of any state, county or city law.
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
•how lot dimensions and all easeewnt*.
Show location of all cut or fill slopes
and approxiotata finish floor elevations
for all structures and show elevations at
all corners. Sec. }02(b)7.
Indicate distance frost center-line of street
or alley to property line and distance frosi
curh to property line. Sec. 302(b)7
plans, specifications and calculations shall
be signed by a California State licensed
engineer or architect. (California
Busineas and Professions Code)
0. FIR*1 PROTECTIOV
walls closer than 3 feet to property lines
shall be one-hour fire-rated construction,
havi no openings, and shall have 30 inch
parapets when tha building floor area exceeds
1,000 square feet on any floor. (Table 5-A
Sec. 1709U)
Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback
from the property line. Sec. 1710 and
S«c. 504(b)
Projections, including eaves, shall be one-
hour fire-rasistiva construction, heavy
timber or of non-combustible material if
they project into the 3' setback area frost
the property line. Sac. 1710
5. Show location of permanent!/ wired smoke
detector. Sec. 1210
C. ROOM SI2SS, t,ICBT, VENTILATIONS *NO CLASINC
Ono rooa must contain a minimum of ISO square
feat of superficial floor area. Sec. I207(b)
Habitable rooms, other than kitchens, shall
contain at least 70 square feet of floor
area. Sec. 1207(b)
Window area must be at least 1/10 of the
floor area and a minimum of 10 square feet
per Sac. 1207(a). Appears to be deficient
in
PLANS
. Op«nable window area must be 1/20 of the
floor area and a ninimun of S square feet.
In bathrooms, laundry roooi and similar
rooms. Minimum is l.S sq.ft. (Sec.l20)(a)
Pleaie nake all corrections on the original
tracings and sufaoit two new sets of prints,
and any original plan sets that nay have
been returned to you by the jurisdiction,
tc" T <r
One-half of all required window area aust
' be openable in
' To facilitate rechecklng, please identify,
next to each circled item, the sheet o(
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 n«M of the legal
owner and name of oersog responsible for
the preparation jt the plans. Sec.
/
/
. Provide mechanical ventilation capable of
providing five air changes per hour in
bathroomn, water closet compartments, laundry
rooms and similar rooms if required windows
• re not provided. Sec. 120JUI
No habitable room, other than a kitchen,
shall be less than 7*0* in any dimension.
Sec. 1207(0
Show that celling heicht for habltabl*
rooaa is a ni.nt.mum of 7-f, Sec ll£7(al
X
Show ceil.ig Teig.ht for laundry rooms,
hallways, corr.dors, and aathrooms is a
minimum of 7'0" Sec 1207(a)
Provide 30" clear width for water closet
comoart-nents and 24" clearance in front
of water closet Sec I71l(b)
No cooking room shall be used for sleeping
aurposes, unless complying as an efficiency
living unit Sec. 1208
Specify safety glazing for glazing .n hazardous
locations such as glass doors, glazing
adjacent to such doors and glazing adjacent
to walking surfaces. Sec 5406
/Glazing in shower and tub enclosures
(including windows) shall be tempered,
laminated or aoproved plastic
Sec 1711 (f)(g")
Sleeoing rooms shall have a window or
exterior door for emergencv exit Sill
height shall rot exceed 44" above the floor
The window lust have an ope.iable area of
at least 5 7 square feet with the lunimum
openable width 20" and the minimum ooenaole
heignt 24" Sec 1204
Eaves and cornices may not project into
a required vard 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 area in the room
below, and the mezzanine floor must have
a clear height of 7 feet, above and below,and
must have 65% of the long side open to the
room below.
The loft you show does not comoly as a
mezzanine floor and is, by Building Code
definition, a story
D. EXITS, STAIRWAYS, AND RAILINGS
"loors 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 S'-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 suoport 20 sounds per lineal
foot at a ngnt angle to the top rail
Table 23-3
Provide stairwa/ and landing details
Sec 3305(b) I Ic)
a Maximum rise 3" 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"
hign wnen serving a single dwelling
Title 24, Sec T25-221b)
b. Handrail shall be 30" to 34" above the
nosing of treads Sec 33051j)
c Handrail projecting from a wall shall
have a space not less than 1 1/2" between
the wall, and the handrailThe hand grip portion of handrail shall
be not less than 1 1/4" nor .itore than
2" in cross-sectional dimension
Sec 33051]) (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,
n the direction of stairwav travel, to
less than one-half the required width or
the stairway Sec 3305(g)
A door may ooen inward at the top step of
a stairway provided the too step is not
more than 7 1/2" lower than the floor level
Sec 3303(1)2
Provide details of wnding 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 -ridt.h is 30 inches. Sec 330S(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)
Sprial stairways -nay not oe used for reauired
exits when the area served is greater than
400 sq ft Sec 330S(f)
Spiral stairways must have a clear walking
space of 26 inches between the column and
handrail Sec. 3305(f)
Provide I C B 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 soecial inspect-on 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 assemolies for all
openings in the exterior wall below or within
10 feet horizontally of an exterior stair-
way An exit balcony rfith 2 separated
stairways is exempt Sec 3305
Exterior stairwa/s shrill not aroject into
the 3 foot setback from the property lines
Sec 3305(ni
The walls and soffits of the enclosed jseable
soace under interior stairs shall be protected
on the enclosed side as required for one-hour
tire-resistive construction Sec 3305(m)
m construction specifications shall
be -nade a oart oc the approved plans
(See attached)
E. ROOFING
JR. Specify roof pitch.
Roof pitch is not adequate for roof type
soecified Specif/ •ninimum pitch of
J<Specify roof material and application
Specify I C 3 0 approval number for roof
materials not covered in UBC
Specify roof slope for drainage or design
to support accumulated water Sec 3207(a)
Show roof drains and overflows. Sec 3207(a)
Provide sk/light details to show compliance
with 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 504 of the required vent
is at least 3 feet above ceiling joists.
Sec 3205(c)
H. MASONRY
3n.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 2S16(a)
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. Chanter 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 inspection
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 nasonry
will be required for
G. GARAGE AND CARPORTS
0 Garage requires one-hour fire protection
on the garage side of walls and ceilings
common to the dwelling Table 5-3 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, -mist compl/ with UBC, Table 43-A,
or be minimum 6" dimension beam and minimum
8" by 8" post
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Show 13/8" 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 purposes Sec 1104
Ooenings between carport and residence
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 13
3 1/2 to T or i'S"Table 24-1
Doors between dwellings and attached garages
may swing in either direction provided
the difference -n floor elevation between
the dwelling and garage does not exceed
7 1/2 inches and provided the door is lot
used as the orimary 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(i)2 and 3305 (g)
Provide 18" raised platforms for any FAU,
water heatar, 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. FOONDATION REQUIREMENTS
Note on clans that"A soils engineer shall
eva-luate any unanticipated uncompacted fill
or exoansive 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
exoansiveness, compressibility and bearing
value Sec 2905
/Note on the olan the soils classification,
whether or not the soil is expansive, and
note the allowaole bearing value Sec 2905
The foundation plan does not comply with
the soil report recommendation for this
project
Provide notes on the foundation plan listing
the soils report recommendations for foundations
slab and building pad preparation
iNote 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 utilit/ 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 1,300 ?SF soil bearing
or per bearing value as determined by
an engineer or architect Chapter 29
XT
X
-
L?9
L31)
Show height of all foundation walls Chapter 23
Show height of retained earth on all foundation
walls Chaoter 23
Show distance of foundation to edge of
cut or fill slopes and show steepness and
heights oc ruts and nils. Chapter 29
Mote on alans that wood shall be 6" above
finish grade Sec 2417(c) 7
Mote on plans fiat surface water will drain
awav from building and show drainage pattern
<ey elevations Sec 2905<f)
Dimension foundation per Table 29A.
O <L PtTS-J^u^C-, So i LjC.
TABLE NO 29-A— FOUNDATIONS FOR STUD BEARING
WALLS— MINIMUM REQUIREMENTS
NOTES
Where unusual condition.* or frost conditions ire found footings andfoundations <hiH be as required in Section 2907 (a)
The (round under the floor may be excavated to the tletition of thrtop of the fooling
Show foundation sills to be pressure treated,
or equal. Sec 2517(c) 3.
Show foundation bolt size and spacing
Sec 2907(e)
Specify size, IC3O 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)
late on plan that hold down anchors must
tied in place prior to foundation insoection
Sec. 2312(f)
Show adequate footings under all shear
walls. Sec 2311(e!
Show stepped footings for slopes steeper
than 1 Ifl" 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 oier size, soaciig and depth into
undisturbed soil Table 29-A
J/*L Show Ttinimum under floor access of I8"x 24"
Sec 2517
)**Show minimum under floor ventilation equal
eo I 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
jXo shShow all joists, rafters, beams, and posts
2" to 4" thicx to be No 2 Grade Douglas
Fir-Larch or oetter All posts and beams
5" and thicker shall be No 1 Grade Douglas
- Fir-Larch or oetter. (Taole 25-A-l)
IS^/Show wall bracing Every exterior wood
stud vail and nain 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 25l8(g)5
X
X
NUMBER
OF
STORIES
1
0
3
THICKNESS OF
FOUNDATION WALL
((•CUM)
CONCREH
6
8
10
UNIT
MASONRY
6
S
10
WIDTH
OF
FOOTINGllnchn)
12
15
18
THICKNESS
OF
FOOTING(inchts)
6
7
8
DEPTH OF
FOUNDATION
BELOW
NATURAL
SURFACEOF SHOUHO
AND FINISH(HADE(IncDtsi
1.2
18
24
yf
Note cross bridging or blocking Floor
joists and rafters nora than 12" in depth
and spanning more than 8 feet snail be
supported laterally ay bridging at intervals
not exceeding 3 teet Sec 250Sig)
Show blocking at ends and at suoports
of floor joists, and for rafters at exterior
walls Sec. 2506(g>
Show solid blocking at ridge line and
at exterior walls on trussed roofs
Sec 2S06(g)
Show double joists Floor joists shall
be doubled under bearing partitions running
parallel with the joists Sec. 2S13(d) 5
Show rafter ties Rafter t.es shall be
spaced not more than 4 feet on center
where rafters and ceiling joists are not
parallel Sec 2S13(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 aottom
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 2S-P.
Provide fire stops between stories, between
too story and roof soace, at ceilings
and floor levels in interior and exterior
walls, in mansard roof or eyebrow so no
concealed or furred space is greater than
10' horizontally or vertically, between
stair stringers at top and bottom and
between studs along and in line with
stair run adjoining stud walls and partitions,
at perimeter of sliding door pockets,
between chimney and wood frame using metal
or incombustibles for the fire stop and
at other places that could afford passage
j,— of flame Sec 2517(fl
Cl72}5how stud size and soacing Maximum allow-
able stud heights 2"x4"3 16" is 14',
3"x4"i2"x6"? 16"o c is 20' Sec 2518(g)2XNote an A I 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 oost to footing
connections Sec 2517(c) 4
Specify nail size and spacing for all
shear walls, floor and roof diaohragms
Indicate required blocking Maintain
•naximum diaphragm dimension ratios
(Tables I,J,K)
Show 3"x4" or 2"x6" studs in first story
of three story building Sec 2Sl8(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 2518(g) 7
Provide calculations for 4"*- j 3-
Section 302(a) 7
k.
ITM f, i2e><5 ff).
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 2Sl7(c)4
yf.
Show location of attic access with minimun
. siie 22" x 30" Sec 3205
Show dratt separation for attic areas
in excess ot 3,000 sq ft Sec 3205
Show drict seoaration for space between
droooed ceilings and floor above in excess
oc 1,000 sq ft Sec 2517
* Soecify olywood grade and oanel indenci-
fication index '"able 25-J
When roof oitch is less than 3 12, design
ridge as a oeam Sec 2518 (h)
Wood shear walls shall not be used to
resist horizontal forces contributed by
•nasonry in buildings over one story in
height Sec 2516(b)
Gyosum 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 criople 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 2513(g)6
sShow plywood sheathing over exposed eaves,
or other weather exposed areas, is exterior
grade. Sec 25l7(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(a)
Specify an approved flashing for exterior
openings and parapet walls. Sec. 3203
Show corridor width to be minimum 36".
Sec. 33Q4(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. 2513(h) 3
Provide metal straps across ridge beam
and rafters.
J. MECHANICAL
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
Mechanical CodeX
X
Show the size, location and type of all
heating and cooling appliances or systems
Show source of combustion air for furnace
will comply with Chaper 6, UMC
Every dwelling unit shall be provided with
heating facilities capable of maintain-
ing a room temperature of 70° ? 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 olans,clearances to be per manufac-
turers listing Sec 704 JMC
Furnace shall not be installed under any
stairway Sec 704 UMC
Furnace shall not be installed in any
bedroom, bathroom, closet, or «.n conrined
space with access only through such room,
unless specified as direct vent apoliance,
enclosed furnace or electric .heating appliance
Sec 704 UMC
Show IC30 aporoval for prefab fireplace
and provide approved installation instructions
at joo site
X
X
X
Show access to Che attic or under floor
furnace to b« minimum 30 inches ay 30
inches Sec 703 » 709 UMC
Vote that passageway to the attic furnace
shall be unobstructed and have continuous
solid flooring not less than 24 inches
vide Sec 708 UMC
Show pemanent electrical outlet and
lighting future controlled by a switch
for Che attic furnace Sec 703 UMC
Show details to comply with Section T09
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 oassing through three floors or
leas shall be effectively draft stopped
at each floor or ceiling UBC Sec. 1706(a)S
K. ELECTRICAL (National Electrical Code)
All wiring shall comply vith the National Electrical
Code,
Note on the plan the amperage of electrical
service
•&1 If
•^ kk.
^
If the electrical installation is more
than 200 amperes, show oanel location
and orovide a single line diagram and
load calculations including
a rfiring nethod employed
b Sizes of all conductors, switches,
circuit breakers, fuses, and conduits
c Aooroximate length of service feeders
d Provide plot olan showing services,
all panel locations, circuit arrangement
and load distribution on panel busses
e Provide typical panel schedule!s)
Dwellings require minimum 100 amp service.
Show location of all electrical receptacles
Electrical receptacle locations and/or
spacing is not adequate in _^^^____^____^
X
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 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
L_ PLUMBING (Uniform Plumbing Code)
All plumbing shall comply with the unifrom
ng Code.
Show water heater size, type and
location on plans
Show method of providing combustion air
Ito fuel burnng 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 ? valve on vater heater and
show route of discharge line to exterior
Sec I007(e)
X
X"
X
X
X
X-
Provide dryer vent to outside CMC
Sec 1903
Vote on the olan that hose bibbs and lawn
sprinkler systems shall have aporoved
backflow orevention devices Sec 1003
Shower stall shall accomodate a 30"circle
and have a minimum floor area of 900 sq in.
UPC 909(d)
X
X
.,
i)Q
•^
X-
X
/
Show Jecii'.J at duplex common . parc/i -oil*ind "aor rtiUnq jssumoUes :o icii«ive
l Sound Tammission v_ ass ' 31*- 1 racing
in *alM at ?0 tectuli'S ind un Impact
Insulation wlass ICU racing an floor
ceiling at 10 Uecioles. Ticl« la
5how low penetration of *«seaoli** 'orpiping, electrical devices. r»c**«ed caoinecs.
Satntuo*. soffits, or leaeing ventilating.
or exnausc duc-ci mall o» sealed, lined.
ar insulated eo naincain required sound
transmission rating. Title 23
Provide insulation in walls and oilinq
co acniev* STC af 50 between garage and
living area if garage use is noe controlled
by resident Title 23
• . PtCTCY COKSEHVATIONi ?!••»« Bead
New State Mandated Regulation*
(Calif Admin. Code) became effective
June 16. 1983 and require that the
design satisfy one of the alternative
eneray packages (see attached package*
A, B, C, 1, 2. 3. 4 and AB 163) The
law also requires chat many mandatoryconservation items be satisfied.
in Zone ~7
Copies of the Residential Energy
Conservation Manual may be obtained
from: Publications Unit, CaliforniaEnergy Commission, 1111 Howe Ave. MS-SO.
Sacramento. California 93823, (Tel.
(916) 920-6216)). California Building
Officials also maintain a telephone
•hotline" between 10 00 A.M. and Noon
and 1,00 ?.M. to 4 00 P.M. at (916)
436-3823.
'Show on the title sheet of the plan*,
the alternative energy package that
was selected i.e. A. B. C. 1. 2. 3,
4. or AB 163 to show compliance, and
provide calculations and other data.
The responsible designer should signa statement, on the plan title sheet,•The design submitted substantially
•conforms to the Energy Regulation*
for Residential Building*"
Show the "R" value for the walls and
ceiling and related area*.
Note that the insulation used shall
comply with California Quality Standard*.
Note the insulation installer shall
post a signed certificate, in a conspiciou*
place in the building, stating theinsulation complies with Title 24, Chapter
2-33 and Title 20, Chapter 2. Subchapter
4, Article 3.
Note dcors and windows, including skylight*,
between conditioned and non-conditioned
space shall be fully weatherstripped.
Note on che framing plan that weather-
stripping, caulking or sealants must
be used co limit filtration in the
building envelope at the following location*!
Exterior joints around window* and door
frames, between wall sol* plates and floor*.ana between exterior wail panels,
penetrations in walls, ceilings, and
floors (or plumbing, electricity, and
gas I nos. openings in attic floors,
and all ocner openings in che building
Note :tac doors and windows co be certified
and laoeled as complying with che Energy
Regulations
Not* fans exhauscing air to have back
draft dampers
X
X
Note at the exterior wal1 fireplace
"Fir»olace Co have minimum six square
inches of oucside air co have glass
or meeal door covering che encire opening
of che f.rebox. co have tight-fitting
damper with readily accessible control
and should not have a continuous burning
pilot light"
Note ducts shall comply with Chapter 10,
1976 UMC and shall be tightly sealed
with mastic or cape
Note at the 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 outletpipe Co have R-3 wrap.
Noeo all circulating hot water pipe*in unconditioned spaces shall be insulated.
Note that all gas fired heating andcooling appliances, showers and faucets
shall comply with the Energy Efficiency
Standards.
Show, at bath and kitchen, that the
general lighting shall have an efficiency
of not less than 23 lumens per watt
i.e. florescent.
Not* that heating or cooling system*
(except heat pumps) shall have an automatic*thermostat with mechanism which can be
manually programmed to automatically
set back the thermostat set points for
at least two period* within 24 hours.
Show the size, type and location of
the space heating (or cooling) system
and provide energy calculation* if the
output BTU/Hr. exceed* 43.000 BTU/Hr.
output.
Show aaka and modal for PMJ and water neater
are on State approved list.
Outdoor pools wi.tn fo**il fuel neacars
require pool covers a* wall a* oeaer energy
laving device* sucn t» cute clocks, eee.
720-140*
MISCSLIANTOOS
Show a minimum 2" air soace and flashing
between planter and building walls
Sec 2517(e)
Specify material co be used under the
shower tile Sec. 1707(a)
Specify lath and piaster co comply with
Chapter 47, UBC.
Two 3/4" copoer oipes must be installed
from water neater Location co convenienc
location of future solar panels (City Ord.)
'Provide sleeves (roof jac'cs) in roof forcwo future 3/4" copoer oipes co convenient
location of future solar panels (C.ty Ord )
Mote ciat solar «<acar oiping is to oe .nsulaced
in areas cuat; are -oc Seated or cooled
'City Ord i
Q Building plans are substantially correct
and complete.
X
X-
Date:
G Building plan* would be substantially correct
and complete is minor corrections are made
at counter.BV!_
Date
I plans require major corrections and
complete plan recheck, by plan check
engineer, is required.
Byt_
Date
I! you have any question* regarding
this plan check, please call C^ \£c:
at (<t><<*\ ^CoO- llbZ-
we would also be pleased to meet with
you, at no charge, if additional assistancei* needed.
/ C .
"2 "7 ^ / L
> orig
TABLE 2-1. ALTERNATIVE COMPONENT PACKAGES FOR CLIMATE ZONE 7
Package
Component
BULDI.NG ENVELOPE
Insulation Mlninums
Ceiling
Wall1
Slab Floor Perimeter
Raised Floor
Glazing
Maximum U-Value
Maximum Total Area
Maximum Total Non-South
Facing Area
Minimum South Facing
Area
Thermal Mass
SPACE CONDITIONING SYSTEM
Heating System
DOMESTIC WATER HEATING
SYSTEM TYPE
R 19
R 11 (R 2.5)
no req'ment
R 11
1.10
no req'ment
9.6Z
6.4Z
required
gas
R 30
(R 2.5)
R 7
R 11
0.65
14. OZ
no req'ment
no req'ment
not req'd
gas
gas, heat pump, gas, heat pump,
or solar w/ any or solar vf any
type of backup type of backup
heat heat
R 19
R 11 (R 2.5)
no req'ment
R 11
1.10
14. OZ
no req'ment
no req'ment
not req'd
gas
solar with
gas backup
heat
1. The value in parentheses is the R-value for the entire wall assembly if
the wall weight exceeds 40 pounds per square foot. The insulation must
be integral with or Installed on the outside of the exterior mass. The
inside surface of the thermal mass, including plaster or gypsum board in
direct contact with the masonry wall, shall be exposed to the room air.
The exterior wall used to meet the R-value in parentheses cannot be used
to oeec the above thermal mass requirement.
2. where natural gas is not available, zonally controlled electric resis-
cji>.e or radiant heating systems may be used.
48
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SSr
STATE Of CALIFORNIA — THE uESOURCtS AGENCY GtCxGt DJUKMEJIAN
CALIFORNIA ENERGY COMMISSION
516 NINTH STREET AUG 1 9 1983
ACRAMCNTO CAIIFORNIA 9)814
NOTICE OF STATUTORY CHANGES t
F^°^^l
IN THE RESIDENTIAL BUILDING STANDARDS '«<*««*'««'
Kewli enacted legislation (AB 163 [Goajin]), which became law on July 29,
1983, provides builders new options and additional flexibility in complying with
the energy conservation standards for new residential buildings. The principal
features of the bill are described below:
* GROUP AVERAGING Builders may comply with the standards by averaging the
performance of groups of buildings. All buildings in an averaged group must be
in the same subdivision, and all must be based on the same model. Reverse plans
and different elevations of a model are regarded as the same model. Buildings
based on the model and with the same floorplan (including reverse plans) but
with different conservation features, such as shading, insulation levels, thermal
mass, etc, are still regarded as the same model. Different models may not be
grouped together for averaging.
Builders who elect to average must apply for permits for all buildings in an
averaged group on the same day, and each application must indicate the group to
which the averaging approach is applied. The builder demonstrates compliance
by using either the Point System or any other approved calculation method, such
as CALPAS 1A or CALPAS 3, to show that a simple arithmetic average of the energy
performance of all buildings in the group meets the standards' energy budget.
Vih«.n the buildings are oifeied for sale, builders must also notify potential
buyers that compliance with the energy standards used averaging and that the
performance of a particular home relative to the performance standard is available
upon request.
' NEW PACKAGES Builders may also use new packages enacted by AB 163, m
place of Packages A, B, and C in the standards. The new packages for each
climate zone are summarized in the TABLE attached to this notice. Notes explaining
the packages appear on page 2 of this notice.
• ALTERNATIVE PACKAGES AB 163 also allows builders to develop and use their
own packages of measures, provided such packages result in the same energy
performance as the new packages in AB 163* To use this approach, builders may
use either the Point System or another approved calculation method (e.g., CALPAS
1A or 3) ard follow these steps:
1. Calculate the energy consumption or point system total of the building
floorplan including all of the components in an AB 163 package (see attached
TABLE;. Assume the building has the maximum amount of glazing allowed in that
package and that this glazing is equally distributed north, east, south, and
west. This calculation sets the energy goal or standard that the proposed
building must meet.
Note: If the point system is used, this goal will not necessarily be zero
points.
2. Pyrio-n the same computation, using the proposed building's actual glazing
area, criertation, and distribution, and it:, actual energy conservation features.
Vhe Jesigr complies if the energy consumption or point system total is equal to or
better than the goal established in Step I •
Mailed to lists 408, 409, 050, 053 on 8/15/83
OTHER PROVISIONS OF AB 1 63
1. Regardless of the method of compliance, every building must still comply
vi th the mandatory features and devices requirements of the standards. The
requirements appear in Section 2-5352 of Title 24, California Ad«4*a.B*»'tm*r
2. Any application for a building permit pending on or after July 29, 1983, may
use any of the compliance methods in AB 163 to meet the new energy standards.
3- If a fireplace is not located near an exterior wall, outside combustion air
is not required in climate zones 5, 6, 7, 8, 9, 10, 14, and 15- Note that this
provision of the bill is an express exemption for those cli.aate zones from the
outside combustion air requirement in the standards. (The requirement in the
standards appears in Section 2-5352(d) of Title 24, California Administrative
Code.)
' EXPLANATIONS OF THE REQUIREMENTS IN THE NEW AB 163 PACKAGES (See TABLE) The
following requirements apply if builders elect to use the packages in AB 163.
(For requirements of other packages or compliance methods, consult the standards
or the Energy Conservation toanual.)
1. All concrete slab floor buildings are required to have 25 percent of the
floor area directly exposed to the conditioned space. To determine the floor
area, count only the first floor in conditioned areas. Uncarpeted first floor
areas, such as linoleum or tiled entry ways, kitchens, bathrooms, and utility
closets may all be counted towards this requirement.
2. In some climate zones, a building with raised floors (rather than concrete
slab) must also include thermal mass with an area exposed to the conditioned space
equal to a certain percentage of the ground floor floor area. The percentage for
each zone is listed in the attached TABLE. To qualify for thermal mass, the
material used must have a performance equivalent to masonry two inches thick, with
a volumetric heat capacity of 28 Btu per cubic foot per degree Fahrenheit per
hour, a thermal conductivity of one Btu per foot per foot per degree Fahrenheit
per hour, and a surface area directly exposed to the room air of the required
percentage of the ground floor floor space. A list of materials that meet these
requirements is being developed by the Commission.
3- The attic requirement means that an attic is installed under not less than
75 percent of the roof that is over any conditioned space.
4. The air conditioner efficiencies must be net if an air conditioner is
installed, out AB 1c3 does not require that an air conditioner be installed.
5. If a ^eat punp is used, an automatic setback thermostat is required in
cluiate zones 1, 3, 5, 7, 15, and 16 if building permits are applied for on or
after August 1, 1983. In all zones, an automatic setback thermostat is required
for permits applied for on or after July 1, 1984.
fc. Infiltidticn barriers and air-to-air heat exchangers are not required in any
climate zone by these packages.
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I
DEVELOPMENTAL (f ^JT Q 1200 ELM AVENUE
SERVICES W43ujjm CARLS8AO. CA 92008-1989
BUILDING DEPARTMENT 3 (619)438-5525
Citp of Carlibab
TH: INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS
FOR YOUR SINGLE FAMILY DWELLING
Site Address
Legal Description
Assessor's Parcel Number
Quantity of Grading in cubic yards
Contact Person - Name and daytime Phone Number
Circle any Planning Commission or City Council Action on this Property:
Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change,
Planned Development, Redevelopment Permit, Specific Plan, Site
Development Plan
PLAN CHECK NUMBER
cd 112383
MINIMUM CONSTRUCTION SPECIFICATIONS
(Ref UBC - 1979 Edition)
These are minimum specifications established by the Uniform Building Code and shall not supersede any sore restrictive
specifications shown on the approved plans
A Foundation and Underfloor
1Concrete ror footings shall have a minimusi compressive strength of 2000 psi at 28 days and shall be composed
of 1 part cement, 3 parts sand, 4 parts of 1" maximum sue rock, and not more than 7-1/2 gallons of water per
sack of cement
2. Wood and Earth Separation Foundations supporting wood shall extend at least 6" above the adjacent finish grade
(Sec. 2907(a)) Provide 18" clearance under wood ;oists and 12" clearance under wood girders (Sec 2517(c))
3 Concrete Slabs Slabs on grade shall be at least 3-1/2" thick (Sec. 2623)
4 Treated Wood All foundation plates or sills and sleepers on a concrete slab, which is in direct contact with
earth, and sills which rest on concrete or masonry foundations, and wood joists closer than 18", or wood girders
or supports closer than 12" to the ground shall be pressure treated wood or foundation grade redwood
5 Anchor Bolts and Footing Sills All footing sills shall have full bearing on the footing wall or slab and shall
be bolted to the foundation with 1/2" x 10" oolts embedded at least 7" into the concrete or reinforced nasonrv
or IS" into unreinforced grouted masonry Bolts shall be spaced not to exceed 6' on center with bolts not over
12" from cut end of sills (Sec 2907(e))
6 Underfloor Vents Underfloor areas shall be ventilated by openings in foundation walls Wall openings shall
have a net area of not less than 1-1/2 sq ft for each 25 linear feet of exterior wall Openings shall be
arranged to provide cross ventilation and shall be covered with corrosion-resistant wire mesh of not less than
1/4" nor more than 1/2" in any dimension (Sec 2SJ7(c))
7 Underfloor Access Underfloor areas shall be provided with a crawl hole not less than 18" x 24" (Sec 2317(c))
B Wood Franini;
1 Lumber All joists, rafters, beams, and posts 2" to t" thick shall 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 (See items 814 for lumber
grading requirements for studs)
2 Wall Bracing Everv exterior wood stud wall and oain cross partition shall be braced at each end and at least
everv 2S feet of length with 1x4 diagonal let-in braces or equivalent (Sec 2S18(g))
3. Cross Bridging Floor joists and rafters more than 12" in depth and spanning more than S feet shall be supported
laterally by bridging at intervals not exceeding 8 feet (Sec 2S06(g))
4 Provide blocking at ends and at supports of floor joists, and for rafters at exterior walls
5 Provide blocking at ends and supports of rafters aore Chan 8" in depth
6 Provide solid blocking at ridge line and at exterior walls on trussed roofs
7 Double Joists Floor joists shall be doubled under bearing partitions running parallel with the joists
(Sec 2S18(d)(S)8 Rafter Purlin braces to be not less than 45' to the horizontal (S«c 2S18(h))
9 Rafter Ties 'after ties shall be spaced not more than 4 feet on center where rafters and celling joists are
not parallel
10 Provide 1/2" ainiojo: clearance between top plate of interior partitions and cotton cnord of trusses
11 Provide douole top plate with minimum 48" lap splice (Sec 2S18(g))
12 Namng will be in ccwiplianct with Table 2S-P
13 Bire blocking shall be provided for walls over lO'-O" in height (Sec 2S17(f)), a:so for horizontal shafts lO'-O"
o c , and for concealed draft opening
14 Studs In one- or two-storv building*, studs for exterior walls aia interior bearing walls shall be not less than
2 x 4 a; 16" o c Studs for interior nonbearing o<irtitions mav be 2 x 3 at 16 o c Studs 2" - 4" thick and 2" - 4"
wide and not aore than 8 feet long shall be "stud grade" Douglas Fir-Larch or better when supporting net more thanone *loor and a roof
(Sheet I o! 2)
MINIMUM CONSTRUCTION SPECIFICATIONS (continued)
IS. An \ I T C Certincate at Conrormance for glued laminated wood members shall be given to the Building
Inspector prior to erection
C General Material Specifications
1 Mortar 'lit. Mortar to be used tor construction of aasonrv walls, foundation walls, retaining walls shall
consist of I part portland cement, 3-1/2 parts sand ana 1/4 to 1/2 part hydrated line or line puttv Mortar
mix .•it'i plastic cement shall be 1 part plastic cement to 5 parts sand
2 Grout Mix The mix for the grout shall be 1 part portland cement, 2-3 parts sand, I/ 10 part hydrated Umo
or lime putty, and 2 parts gravel Grout shall attain i sanimum compressive strength of 2000 psi at 23 days
3 Masonry The masonry units shall complv with ASTM Spec C90-70, Grade X, for hollow unit concrete blocks
4. Reiniorcing Steel The reinforcing steel used in construction of reinforced masonry or concrete structures
shall be defornea and comply with ASTM Spec A61S-74a, Grade 40
S Structural Steel Steel used as structural shapes such as wide tlange sections, channels, plates, angles
shall comply with ASTM Spec A-36 Pipe columns shall comply with ASTM Spec A-53
0 Roofing and
1. Wood Siding All wood siding shall be placed over an approved, weatherproofing barrier (Sec 1707)
i Flashing Around Openings Every opening in any exterior wall shall be flashed with sheet metal or water-
proof building paper (Sec 1707(b))
3 Roof Covering. Mood shingle, solit shake, and asphalt shingle roofs shall not ba installed on a roof having
a pitch of less than 4 inches to 12 inches Tile roofs shall not be installed on a roof having a pitch
of less fian 3 inches to 12 inches Mineral surfaced, built-uo roofing shall not be installed on a roof
having a oitch of more than 3 inches to 12 inches (Table 32-B) (Note Section 3203 fgj allows reduced
roof slopes under special application requirements )
4 Weep screed A we«p screed shall be provided at or below the foundation plateiine for all exterior stud
walls finished on the exterior with stucco The screed shall be placed a minimum of 4 inches aoove grade
fSec 4706 (ej)
E. General
1 Attic Access Attic areas shall be accessible by an opening not less than 22" x 30" With a furnace in
the attic, the opening shall not be less than 30" x 30" (Sec 3205 (a))
2. Shower Enclosures Shower walls must be finished to a height of 70 inches above the drain inlet with a
smooth, hard, nonabsorbent surface (Sec 1711(d)) Glazing used in walls, doors and panels of shower
and baihtuo enclosures shall be fully tempered, laminated safety glass or approved plastic (Sec I711(f))
3 Electric Meter Enclosure Contact San Diego Gas 5 Electric Conpany, Customer Extension Planning Department,
for meter location. All wiring must comply with the National Electrical Code
4 Fire-warning Systems Every dwelling unit and every guest room in a hotel or lodging house used for
sleeping purposes shall be provided with smoke detectors conforming to U 8 C. Standard N'o 43-6 In
dwelling units, detectors shall be rountea on the ceiling or wall at a point cert rally located in che
corridor or area giving access to rooms used for sleeping purposes In an efficiency duelling unit, hotsl
sleeping room and in hotel suites, the detector shall be centrally locared on the ceiling or the Jiain room
or hotel sleeping room. Where sleeping rooms are on an upper level, the detector shall be placed at the
center of the ceiling directly above the stairway All detectors shall be located in accordance <ath
approved manufacturer's instructions When actuated, the detector shall provide an alarm in the dwelling
unit or guest room (Sec 1210(a)}
5 Exit Facilities Every sleeping room below the fourth story shall have at least one operable window or
exterior door auproved for emergency egress or rescue The units shall be operable from the inside to
provide a full clear opening without the use of separate tools All egress or rescue windows from
sleeping rooms shall have a minimum net ctear opening of 5 7 square feet The ainimura net clear opening
Height dimension shall be 24 inches The minimum net clear opening width dimension shall be 20 inches
Where windows are provided as a means of egress or rescue they shall have a finished sill height not aore
than 44 inches aoove the floor
6. Glass and Glazing Glass and glaring shall satisfy the provisions of Chapter 54 Federal specifications
shall taxe precedence See your glazing contractor.
NOTICE
These min^mua soecifications become part of the approved plans when .ntluded nth the approval of the construction
plans Construction shall comply to these specifications or any more restrictive specifications shown on the approved
plans
ALTERNATIVE COMPONENT PACKAGE
Compliance Method Summary and Design
Compliance Statement
The design for the at
complies with the prescriptive requirements of
COMPONENT PACKAGE
I have reviewed the plans for this job and they are in substan-
tial conformance with the regulations.
The following features as well as all Mandatory Features (attach-
ment 1) are shown on the plans as required for conformance with
the regulations.
ATTTCi
INSULATION:
GLAZING;
[ ] YES II
CEILING R-
NO
WALL R-
RAISED FLOOR R~_SLAB EDGE R-
[ 1 Double pane
(0 = 0.65)
% Actual Area
[ 1 Single pane
(U = 1.10)
Maximum Area
(% of Conditioned space)
PACKAGE A ONLY: Max. Non South Facing =9.6%
Min. South Facing =6.4%
-Sqft
THERMAL MASS: (.Location Area.
(% of 1st floor area)
HEATING SYSTEM:
(Specify Make, Model *,
Seasonal Efficiency or
C.O.P.; submit
specifications)
DOMESTIC WATER HEATING
SYSTEM
SIGNATURE OF DESIGNER DATE.
PHONE
Datei Jurisdiction
Prepared byt
VALUATION AND PLAN CHECK FEE
Bldg. Dept,
Esgil
PLAN CHECK NO. &
BUILDING ADDRESS 2555
APPLICANT/CONTAC T
BUILDING OCCUPANCY _
TYPE OF CONSTRUCTION
MffAlt.JP
PHONE
DESIGNER PHONE
CONTRACTOR PHONE
BUILDING PORTION
JJWUG J)?eA
G-ftPfifre
?U2£PLHC£ /HE7AL
Air Conditioning
Commercial
Residential
Res. or Comm.
Fire Sprinklers
Total Value
BUILDING AREA
;^4-
^56"-
(^
VALUATION
MULTIPLIER
<5-
J3 -
/?<0
@
e
@
VALUE
~) 12*2.
^57/S
/350
7&417
Fee Adjusted To Reflect D Energy Roguloti-onc—(Fee
D Handioappod Regulalionc (Fee x 1.065)
Building Permit Fee $
Plan Check Fee $
C 0 M ME N TS:
8/4/82
PLAN CHECK NUMBE DATE
PLANNING:TYPE OF STRUCTURE
I
SCHOOL FEES: SAN DIEGUITO
CARLSBAD
% COVERAGE
BUILDING HEIGHT
FENCES/WALLS
TWO CAR GARAGE
ENCINITAS_
SAN MARCOS
ONE:
DEC 28 1984
CITY OF CARLSBAD
REQUIRED SETBACKS
FRONT
SIDE
REAR
LU
LU <C<x. o
COMMENTS:
o•— QI— uj
U OfUJ i—•O. 3
D REDEVELOPMENT APPROVAL REQUIRED:
| | LANDSCAPE PLAN COMMENTS:_10
'NVIROKhENTAL REQUIRED: ^
ADDITIONAL COMMENTS:
o v v*
r
I>rff\
V V /
OK TO ISSUE:DATE
V ,\ /
:\\w OK TO FINAL:GATE:
ENGINEERING LEGAL DESCRIPTION VERIFIED?
PARK IN LIEU
IMPROVEMENTS:
LATERAL:
GRADING PERMIT:
ADDITIONAL COMMENTS:
OK TO ISSUE:
* ENGINEERING INSfcEClX)i>REQUIRED:
PUBLIC WJRKS INSPECTOR:
FINAL OK:DATE:
* IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
A?Carlsbad Unified School District
801 Pine Avenue, Carlsbad, California 92008 729-9291 "Excellence In Education"
BOARD OF TRUSTEES
JAMES McCORMICK
President
JOE ANGEL
Vice President
JOHN J MAMAUX
Clerk
JULIANNE L NYCAARD
Member
J EDWARD SWITZER )R
Member
DISTRICT
ADMINISTRATION
THOMAS K BRIERLEY, Ed D
Superintendent
SUSAN-HARUMI BENTLEY
Assistant Superintendent
Instructional Services
JOHN H BLAIR
Business Manager
GERALD C TARMAN
Director
Personnel Services
KC DUN LAP
Manager
Facilities/Services
July 18, 1986
Mrs. Andrew Spagnola
7761 King Street
San Gabriel, CA 91776
Dear Mrs. Spagnola:
To confirm our telephone conversation of July 14, 1986, I sent
Mr. Spagnola a letter dated March 22, 1985 in which I asked
for delinquent school fees due for a single family dwelling
at 2558 Davis Avenue in Carlsbad. The building permit for
that unit was issued January 23, 1985.
I received no reply until July 11, 1986, when Peter Schmidt
property. Mr. Schmidt told me this unit
after^Tcm^txwas burned down by the City of Carlsbad
>58 Davis Avenue a/few years ago. I confirmed with the
4^a±_JLhe^-b*dT^Tn fact, burned down one unit at 2558 Davis.
I told Mr. Schmidt that since this new house is a replacement
for the one burned down, no school fees are owed on it. If,
however, any additional units are built, school fees will have
to be paid on those.
If you have any questions, please do not hesitate to call me.
My phone number is (619) 434-0610.
Sincerely,
S\
'
Nancy Gill'&spie
Business Services
njg
cc. Martin Orenyak, City of Carlsbad
/Carter Darnell, City of Carlsbad
Distinguished School Board Award 1984, United States Department of Education
1200 ELM AVENUE
CARLSBAD, CA 92008 1989
TELEPHONE
(619> 438 5525
Citp of Cartebafo
BUILDING DEPARTMENT
August 21, 1985
Andy Spagnola
7761 King St
San Gabriel, Calif 91776
2558 Davis Avenue BP 84-654
The Carlsbad Unified School District has just notified us that
you never paid your school fees prior to the issuance of your
building permit.
They notified you on March 22, 1985. Nevertheless you permitted
us to make a final inspection with this fee unpaid.
The Uniform Building Code states that a building permit is not valid
until all the fees are paid. Please pay the fees that are due to
the Carlsbad School District and bring us a paid receipt before
August 30, or it will be necessary to revoke the building permit.
This would, of course, affect your insurance and the legality of
the construction of your home.
i^lease reply to Carter Darnell
\tu/0
in office.
MARTIN ORENYAK, DIRECT!
xc: Nancy Gillespiet^
Occupant, 2558 avis Avenue, Carlsbad
DEVELOPMENTAL
SERVICES
BUILDING DEPARTMENT
1200 ELM AVENUE
CARLSBAD, CALIFORNIA 92008-1989
(619) 438-5525
Citp of Cartebab
7-3-85
Andy Spagnola
2558 Davis
Carlsbad, CA. 92008
RE: SFD PC# 84-654
Dear Sir:
Work has been completed on your project and all necessary permits have been
finaled. We do not keep residential plans after the job has been completed.
Enclosed find our copy of your plans.
Thank you,
Building Department,
City of Carlsbad