HomeMy WebLinkAbout2105 ALGA RD; ; 86-695; Permit-. - DECLARATIONS mi LENDER WORKER'SCOYPENSITION OWNERIIUILDER CONTRACTOM I1 In
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FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: 86-695 DATE: 12-16-87
PROJECT NAME
ADDRESS 2105 Alga Road
PROJECT NO.: UNIT NUMBER: PHASE NO.:
TYPE OF UNIT: sfd NUMBER OF UNITS: 1
CONTACT PERSON: Kevin Kelso
CONTACT TELEPHONE: 729-1897
all dept
INSPECTED BY: DATE
INSPECTED: DISAPPROVED ~
INSPECTED DATE BY: INSPECTED: DISAPPROVED __
INSPECTED
BY DATE INSPECTED APPROVED ~ DISAPPROVED __
ri&.~.+..., "
.r* ,I) FINAL BUILDING INSPECTION t .. -. r
PLAN CHECK NUMBER: 36-695 DATE
PROJECT NAME
ADDRESS: 2105 Alqa Koad
PROJECT NO.: UNIT NUMBER: PHASE NO.:
TYPE OF UNIT: 5 fd NUMBER OF UNITS 1
CONTACT PERSON: Kevin Kelso
CONTACT TELEPHONE i29-1897
DATE
INSPECTED /'b- i7" 67 APPROVED -
DATE INSPECTED /o-lMM DISAPPROVED ~
I
INSPECTED DATE BY INSPECTED APPROVED ___ DISAPPROVED -
Rev. (I53 WHITE Suspenre BLUE Wnler Dislrlc1 GREEN: Enginewing CANARY: utilllles PINK Plannlng GOLD Firs
1
i I PINAL BUILDING INSPECTION
ADDRESS 21015 Alga Itocatl
PROJECT NO.: UNIT NUMBER: PHASE NO.:
TYPE OF UNIT s Pd NUMBER OF UNITS 1
CONTACT PERSON: Kevin Kelm
CONTACT TELEPHONE: 128-1897
1 all dupt
INSPECTED , /"f DATE BY INSPECTED APPROVED __ DISAPPROVED __
INSPECTED DATE
/
BY INSPECTED APPROVED __ DISAPPROVED L
INSPECTED BY DATE
INSPECTED APPROVED 2 DISAPPROVED ~
COMMENTS:
Rev. 1/88. WHITE Suspense BLUE Water District GREEN Engineering CANARY Utilities PINK Planning GOLD Fire
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: 96-,595 DATE: 7 1-1 F-37
PROJECT NAME:
ADDRESS: '31 05 AI,::, !:<lac;
PROJECT NO.: UNIT NUMBER: PHASE NO.:
TYPE OF UNIT s fd NUMBER OF UNITS 1
CONTACT PERSON: .. :i,:)~~jti i(pl50
CONTACT TELEPHONE: 729- E 89:
..
, ' INSPECTED DEC. 3 0 1987 BY: APPROVED __ J DISAPPROVED __
BY:
INSPECTED DATE
INSPECTED: APPROVED __ DISAPPROVED __
INSPECTED BY: DATE INSPECTED APPROVED __ DISAPPROVED __
Costa Real MuniciDal Water Distritlt
COMMENTS:
"~
Engineering Department
(61 9) 438-3367
t
Rev. 1188 WHITE Suspense BLUE: Water District GREEN: Engineering CANARY: Utilltles PINK: Planning GOLD Fire
~ .d
FINAL BUILDING INSPECTION
PROJECT NO.: UNIT NUMBER: PHASE NO.:
TYPE OF UNIT 5 f<.i NUMBER OF UNITS:
CONTACT PERSON: ii?vin Xit4rn
CONTACT TELEPHONE: 729-1997
'111 <kat
INSPECTED
BY: INSPECTED
INSPECTED DATE
BY INSPECTED: APPROVED ~ DISAPPROVED ~
INSPECTED DATE
BY:
0
INSPECTED: APPROVED ~ DISAPPROVED ~
COMMENTS:
,
Rev. llea WHITE: Suspense BLUE Water Distrlct GREEN: Engineering CANARY Uillltles PINK Planning GOLD Flre
.. .
ESGIL CORPORATION
9320 CtfESAI'EAKE DR., SUITE 208
SAN DIECO. CA 02123
(6 19) Ei60.IJW3
PLAN CHECK NO: $6 .- 6qf;- 8 UPS 0 DESIGNER
PROJECT ADDRESS : A LC/) gal! 0
PROJECT NAME:
,,necessary and substantially comply with the jurisdiction's
The plans transmitted herewith have been corrected where
'building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies identified S&& km8alCs 6~~,04 are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies
and resubmitted for a complete recheck.
identified on the enclosed check list and should be corrected
The check list transmitted herewith is for your"information. The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
The applicant's 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
BY: S~ED ALEEM Enclosures:
ESGIL CORPORATION
llZD/@ 7
-.
..
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 208
SAN DIECO. CA 92123
(6 19) 560- 144%
The plans transmitted herewith have been corrected where
building codes.
necessary and substantially comply with the jurisdiction's
with the jurisdiction's building codes when minor deficien- The plans transmitted herewith will substantially comply
cies identified checked by building department staff.
The plans transmitted herewith have significant deficiencies
and resubmitted for a complete recheck. identified on the enclosed check list and should be corrected
The check list transmitted herewith is the jurisdiction's
Esgil Corp. until corrected plans are submitted for recheck. copy for your information. The plans are being held at
The applicant's 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:
are resolved and
/Id ICELSO . 3350 Kt.iZr CRC.r.7 D<
GIRLSBAD. CA 9zdcA
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: &.UIF \ K~-ICC- IP'k Inr3s3e
Date contacted: 11-5 Telephone # - 729- 1 ?'?T,
REMARKS :
Date initial plan check completed:
Applicant contact person:
RRBIORD: PLFASEwbD
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code,
National Electrical Code and state laws
attermation and access for the handicapped.
regulating energy conservation, noise
lhe plan check is based on regulations enforced
by the Building Inspection Departmant. You may
have other corrections based on laws and
ordinances enforced by the Planning Department,
Engineering Department or other departments.
Present California law mMdates that
residential construction comply with Title 24
and the following model codes:
1982 UPC (eff. lO/l/85)
1982 UBC (eff. 7/1/85)
1982 urn: (eff. 3/1/85)
1984 NEC (eff. 10/1/85)
Ihe above regulations apply to residential
construction, regardless of the code editions
adopted by ordinance.
The circled items need clarification,
modification or change. All items have to be
conformance with the cited codes and
satisfied before the plans will be in
Building Code, the approval of the plans does
regulations. Per Sec. 303 (c), 1982 Uniform
not permit the violation of any state, county
or city law.
To SDeed M the recheck ~rocess. note on thie
list for a cwv) where each
been addressed i.e.. Dlan sheet. SDECifiCatiOn,
correction item has
etc. Be sure to enclose the
when vou submit the revised la.
marlred M liar
A. pulls
@ 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:
Esgil Corporation, 9320 Chesapeake Drive,
Suite C208, San Diego, California 92123,
(619) 560-1468.
f Please de 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:
The jurisdiction's building department.
0 Indicate on the Title Sheet of the plans,
responsible for the preparation of the plans.
the name of the legal owner and name of person
Section 302 (a) 1.
,W.' Plans, specifications and calculations shall
be signed by a California state licensed
engineer or architect. (California Business and
Professions Code).
f Specify on the Title Sheet of the plans the
gross floor area of each element of this project
and balcony. Section 302 (c).
including dwelling, garage, carport, patio, deck
@ Provide a statement on the Title Sheet of
Title 24 and 1982 UBC, UMC, and UPC and 1984
the plans that this project shall comply with
NEC .
,d Submit fully dimensioned plot plan drawn to
scale showing location, size, and use of all
existing and proposed structures on the lot.
Identify property lines and show lot dimensions
and all easements. Show location of all cut or
fill slopes and approximate finish floor
elevations for all structures and show
elevations at all lot corners.
Section 302 (c).
,f/ Indicate distance from center line of street
or alley to property line and distance from
property lines to proposed building.
Section 302 (c).
B.
/ walls closer than 3 feet to property lines
shall be one-hour 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. Section 1709 (a)).
,d. Projections, including eaves, may not
extend more than 12 indm into the 3 foot
setback from the property line. Eaves over
required windows shall be not less than 30
inches from the side and rear property lines.
Section 1710 and Section 501r (a) and (b).
/". Plastic skylights shall not be installed
within 8' of an exterior wall located where
openings in such exterior wall are prohibited or
required to be protected.
Section 5207 (a) 7.
d Projections, including eaves, shall be
one-hour fire-resistive construction, heavy
project into the 3' setback area from the
timber or of noncombustible material if they
property line. Section 1710.
@ Show location of permanently wired mke
detector, centrally located in corridor leading
to sleeping rooms or abave stair if sleeping
rooms are on upper level. Section 1210. ' . L emMt of dwelling units having a stairway
A smoke detector shall be installed in the
which opens from the basement into the dwelling.
device or other detector to provide an alarm
Such detector shall be connected to a sounding
which will be audible in the sleeping area.
Section 1210.
2
312518b
c. RDM SIZgs. UQU. -rm Am GLA!unG
,jd Habitable rooms, other than kitchens, shall
contain at least 70 square feet of floor area.
Section 1207 (b).
26. Window area must be at least 1/10 of the
floor area and a minimum of 10 square feet per
Section 1205 (a). Appears to be deficient in
,d Opensble window area in habitable rooms
must be 1/20 of the floor area and a minimum of
5 square feet. In bathrooms, laundry rooms and
similar rooms 1/20 of area is required and
minimum is 1.5 sq. ft. (Section 1205 (a)).
p/ At least 112 of the comn wall must be
open and have an opening not less than 25 sq.
ft. if light and ventilation is being supplied
from an adjacent room. Section 1205 (a).
/Required windows shall not open into a
roofed porch unless the ceiling is at least 7
feet and the longer side is at least 65% open.
Section 1205 (a).
@I Provide mechanical ventilation capable of
providing five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar rooms if rewired ouenable
,j?< Dimension on the plans, the 30" clear width
for water closet compartments and 24" clearance
in front of water closet.
Section 511 (a).
@ Specify safety glazing for glazing in
hazardous locations such as glass doors, glazing
walking surfaces. Section 5406.
adjacent to such doors and glazing adjacent to
@ Glazing, in the same wall plane as a door,
must be safety glazing if within 12" of the door
and less than 60" above the walkhg surface,
unless the glazing is leaded on faceted glass.
Section 5406 (d) 7.
@ Glazing in shower and tub enclosures shall
be tempered, laminated or approved plastic
(including windows within 5 feet of tub or
shower floor). Section 5406 (d) 5. IAJ mA5?fK0An446%!
LA)/ dD0W 0 AAJb @ 5tr'AU k% 7?%'pEaD
Sleeping<ooms shall have a window or
exterior door for emergency exit. Sill height
shall not exceed.44" above the floor. The
window must have an openable area of at least
5.7 square feet with the minimum openable width
20" and the minimum openable height 24".
Section 1204.
-
r/ A mezzanine is an intemedhte floor ~d
may not have a floor area exceeding 33 113
percent of the total floor area in the room
below. The mezzanine floor must have a clear
windows are not provided. Section 1205 (a).
~~
height of 7 feet, above and below, and must have dA7reccoZLr /-" /v7/ls7c*: BAflf4L-M' the long side open to the room below except for
No habitable room, other than a kitchen, Dosts and orotective walls or railhs not
shall be less than 7'0" in any dimension.
Section 1207 (c).
7. Show that ceiling height for habitable
rooms is a minimum of 7'6". Section 1207 (a).
# mow ceiling height tor laundry rooms,
hallways, corridors, and bathrooms is a minimum
of 7'0". Section 1207 (a).
I
exceeding 42" in height. Section 1716.
,# The loft you show does not comply as a
mezzanine floor and is. by Uniform Building Code
definition, a story. Section 1716.
3
3/25/06
D. WITS. SIAWWS. rn -
p. Floors above the second story shall have
not less than 2 exits. Section 3W3 (a).
$. Required exit doorways shall be not less
height, and shall be capable of opening at least
than 36" in width and not less than 6'8" in
90 degrees. Section 3304 (e).
4 Provide 36" high protective railing for
porches, balconies, and open sides of stair
landings. Openings between railings shall be
less than 6". Section 1711.
A. Show how guardrail connection details are
adequate to support 20 pounds per lineal foot at
a right angle to the top rail. Table 23-B.
$ Provide stairway and landing details.
Section 3306 (b) h (c).
~axh rise 88% and minimum run is
9".
3y: Every stairway landing shall have a
dimension, measured in the direction of travel,
at least equal to the stairway width.
Section 3306 (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
one-half the required width of the stairway.
direction of stairway travel, to less than
Section 3306 (g).
9. A door may open inward at the top step of a
7 112" lower than the floor level.
stairway provided the top step is not more than
Section 3304 (h).
)d. Provide details of winding stairway
complying with Section 3306 (a):
p. Hinh tread is 6 inches at any point
and midmum 9 inches at a point 12
inches from where the treads are
narrowest.
d. Hinh headroom is 6'6". ,d ~axim~m rise is 8 inches.
k Hinh width is 30". / Hinh width is 30 inches.
$ u handrails per Section 3306 (j), shall f Provide spiral stairway details, per satisfy the following: Section 3306 (f):
#. Provide handrail for stairways with 4 p. Hidmum run is 7 112 inches measured
or more risers. at a point 12 inches fmm where the
Handrail shall be 30" to 34" above the
treads are the narrowest.
MS- Of treads. p. Maxh rise is 9 112 inches.
The handgrip portion of handrail shall ,d Hinh headroom is 6 feet 6 inches.
be not less than 1 114" nor more than
2" in cross-sectional dimension.
(See attached).
@ Spiral stairways may not be used for
required exits when the area semed is greater
than 400 sq. ft. Section 3306 (f).
46. Spiral stairuays must have a clear walking
handrail, show dimansion. Section 3306 (I).
space of 26 inches between the column and
6 Provide I.C.B.O. Research Report and Number
for metal stairway, or submit plans and
with the building department or note that the
calculations and approved fabricator registered
stairway fabrication shall be done under special
inspection per the approved fabrication plans.
Section 306 (a) 4B and Section 306 (f).
#. In buildings over 2 stories in height,
provide 314 hour fire-rated assemblies for all
openings in the exterior wall below or within 10
feet horizontally of an exterior stainray. An
exit balcony with 2 separated stairways is
exempt. Section 3306 (1).
9. Exterior stairways shall not project into
the 3 foot setback from the property lines.
Section 3306 (n).
#. The walls and soffits of the enclosed
usable space under interior stairs shall be
protected on the enclosed side as required for
one-hour fire-resistive construction.
Section 3306 (m).
E.
pd Specify roof slope.
$’ Roof slope is not adequate for mof type
specified. Table 32-Bj Section 3203 (h).
,# The mwh slope for a fire retardant
built-up roof, with rock or gravel surfacing, is
3 inches in 12 inches, Section 3203 (e) 2.
/The minimMl slope for a fire retardant
built-up roof, with cap sheet surfacing, is 112
inch in 12 inches. Section 3203 (e) 3.
Specify minimum 114 inch per foot roof
slope for drainage or design to support
accumulated water. Section 3207 (a), Section
2305 (f) and Section 2511 (d) 6.
,p Show roof drains and overflows.
Section 3207.
Provide skylight details to show compliance
with Sections 3401 and 5207 or provide I.C.B.O.
approval number.
/ Plastic skylight must be separated from
each other by at least 4 feet.
Section 5207 (a) 6.
Show attic ventilation. Minimum vent area
f11150 of attic area or 11300 of attic area if
at least 504 of the required vent is at least 3
feet above eave vents or cornice vents. Show
required area and area provided.
Section 3205 (e).
P.
/5. Provide fireplace construction details or
note construction to be per attached fireplace
standard drawing. Chapter 37.
jK Show veneer support and connections in pd Specify roof material and application. Seismic Zones 3 and 4, comply with Section 3002,
Chapter 32. 4, 5, 6, and Section 2515 (a) regarding ties and
r) wire in horizontal joints or show @ Specify I.C.B.O. or U.L. approval number construction to be per attached sheets
for roof materials not covered in U.B.C., e.g., 30-1 or 30-2.
title, etc., Section 107.
p": Show height and construction details of all
masonry walls. Chapter 24.
N. Note that cleanout openings shall be
provided at the bottom of all cells to be grout
be sealed before grouting, after inspection.
filled over 4' in a single pour. Cleanout shall
Section 2414 (a) 8.
6 Show floor and roof connections to masonry
walls. Connection all resist 200 pounds per
is greater. Cross grain tension or bending in
lineal foot or the actual design load, whichever
wood ledgers is not permitted.
Section 2312 (j) 3. A.
/ Provide details for damp proofing the
useable space exists on the interior side of the
foundation walls, below finish grade, where
walls. Section 1707 (d).
&ween planter and building walls.
Show a min3nnnn 2" air space and flashhg
Section 2516 (c) 7.
6- V
@ Garage requires one-hour fire protection on
the garage side of walls and ceiling cOmmOn to
the dwelling. Table 5. B. Section 503 (a). T-Y s;/g* WE lsl ri YPW~D. fi AU elements supporting floor above garage,
including walls supporting floor joists, to bave
one-hour fire-resistive protection on the garage
side. Section 503 (a).
@ Show 1 3/8" solid core self-closing door
for openings between garage and dwelling.
Section 503 (a).
#.Garages are not permitted to open into a
room used for sleeping purposes. Section 1104.
,Jd Openings between carport and residence
require self-closing doors and stationary
windows. Section 121h.
@ Show garage framing section, size of header
over garage opening, lateral cross bracinp at
plate line, method of bracing zara~0 front, and
holddowns if required. Chapter 23.
NOTE: Maximum shear panel ratio of height to
width is 3 112 to 1. Table 25-1.
9 oor or landing in the garage is not more than
Doors may open into the garage only if the
112" lower than the door threshold.
Section 3304 (h).
@ Provide an 18" raised platform for any FAU,
water heater, or other device in the garage,
which may generate a flame or spark, UMC Section
508, UPC Section 1310 (a).
E. FamlMTIm
pd Per soils report, note on the plan the
expansive, and note the allowable bearing value.
soils classification, whether or not the soil is
Section 2905 (c).
$. Ihe foundation plan does not comply with
the soil report recmdation for this project.
Please review the report and modify design,
notes and details as required to show
compliance.
@ Provide notes on the foundation plan
listing the soils report recommendations for ' .
foundations, slab and building pad preparation.
,j!/ The soils report reeds excavations be
reviewed by soils engineer. 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:
,l/ the building pad was prepared in
accordance with the soils report;
/k? the utility trenches have been
properly backfilled and compacted,
and;
/ the foundation excavations, formings
and reinforcemats comply with the
soils report and approved plan".
@ Show height of all foundation walls.
Chapter 23.
7. Show height of retained earth on all
foundation walls. Chapter 23.
# If cut or fill slopes exist, show distance
of foundation to edge of cut or fill slopes and
show steepness and heights of cuts and fills.
mpter 29.
pd Note on plans that wood shall be 6"
minimrtm above finish grade.
Section 2516 (c) 7.
@ Note on plans that surface water will drain
away from building and show drainage pattern and
key elevations. Section 2905 (f) .
d. Dimension foundation per U.B.C. Table 29A:
Suworted* Stemwau WN &&I
1 6" 12" 12"
2 8"
3 10"
15"
18"
18"
24"
Woundations may wort a roof in addition to
the floor.. mere only a roof is supported. use
foundation for one floor.
@ Show foundation sills to be pressure
treated, or equal. Section 2516 (e) 3.
@ Show foundation bolt size and spacing.
Section 2907 (e).5PELlFI D/AML~C~+S~C/~.
Specify size, I.C.B.O. number and
manufacturer of power driven pins. Show edge
and end distance and spacing.
Section 306 (f).
,d If required by structural calculations,
show size, imbedment and location of hold down
anchors on foundation plan. Section 2312 (€).
@ If hold downs are required by calculations,
note on plan that hold down anchors must be tied
in place prior to foundation inspection.
Section 305 (e) 2.
y. Show adequate footings under all bearing
walls and shear walls. Section 2907 (b).
sd: Show on the elevations, stepped footings
for slopes steepr than 1:lO.
Section 2907 (c).
mow minirum 18" clearance from grade to
bottom of floor joists and minimrtm 12"
clearance to bottom of girders.
Section 2516 (c).
yf Show pier size. spacing and depth into
undisturbed soil. Table 29-A.
$ Show minimrtm underfloor access of 18" x , .
24". Section 2516 (c).
</. Show minimum underfloor ventilation equal
area. openings shall be as close to corners as
to 1 sq. ft. for each 150 sq. ft. of underfloor
practicable and shall provide cross ventilation
on at least two approximately opposite sides.
Section 2516 (c).
y. Specify that posts embedded in concrete
shall be pressure treated per UBC Std. No. 25-
12. Section 2516 (c).
I.
@ Show wall bracing. Every exterior wood
braced at each end at least every 25 feet of
stud wall and main cross partition shall be
equivalent. Section 2517 (9) 3.
length with 1 x 4 diagonal let-in braces or
/ Note cross bridging or blocking. Floor
joists and rafters 12" or more in depth shall be
supported laterally by bridging at intervals not
line. Sec. 2506 (g).
exceeding 8 feet, unless both edges are held in
,p'. Show blocking at ends and at supports of
floor joists, and for rafters at exterior walls.
Section 2517 (d) 3.
solid blocking at ridge line and at
exterxor walls on trussed roofs.
Section 2506 (g), Section 2517 (h).
pd. Show double joists. Floor joists shall be
parallel with the joists. Section 2517 (d) 5.
doubled under bearing partitions running
Bearing partitions, perpendicular to
girders, beams, walls or partitions, more than
the depth of the joist. Section 2517 (d) 5.
Eed not more than 4 feet on center and be
just above the ceiling joists, when, rafters and
Section 2517 (h) 4.
ceiling joists are not parallel.
A. Show rafter purlin braces to ba not less
than 45 degrees to the horizontal.
Section 2517 (h) 5.
Show rafter ties. Rafter ties shall be
&e of interior partitions and bottom chord of
Show 1/2" minimum clearance between top
trusses. (To ensure loading will be as
designed).
@ Show double top plate with min- 48"
lap splice. Section 2517 (g) 2.
pd Show nailing will be in compliance with
Table 25-9.
Ztions per Section 2516 (f):
Show or note fire stops at the following
/ in concealed spaces of stud walls and
partitions, including furred spaces,
at the ceiling and floor levels and at
10 foot intervals along the length of
the wall.
,.d at a11 interconnections between
concealed vertical and horizontal
spaces such as occur at soffits, drop
ceilings and cove ceilings;
Jd in concealed spaces between stair
stringers at the top and bottom of the
run and between studs along and in
line with the run of stairs if the
walls under the stairs are unfinished;
and
d in openings around vents, pipes,
ducts, chimneys, fireplaces and
similar openings which afford a
passage for fire at ceiling and floor
materials.
levels, with noncombustible
@ Show stud size and spacing. Mwirmrm
allarable stud heights; Bearing wall: 2 x 4 and
2 x 6 DM. 1O'j Won-baaring: 2 x 4 max. 14', 2
x 6 mx. 20'. Table 25-R-3.
Studs supporting two floors, a rwf and
Table 25-R-3.
9
or glued laminated wood members shall be given
Note an A.I.T.C. Certificate of Compliance
to the building inspector prior to erection.
Section 306 (f) .
pd Detail all post to beam and post to
footing connections and reference the detail to
the plan. Section 2516 (m).
@ Datail shear transfer connections,
walls. Section 2513.
including roof and floor diaphragms, to shear
pd. Specify nail size and spacing for all
shear walls, floor and roof diaphragms.
Indicate required blocking. Maintain maximum
and Section 4713 (d).
diaphragm dhension ratios. (Tables 25 I, J, K)
Show 3" x 4" or 2" x 6" studs in first
story of three story building. Table 25-R-3.
Provide truss details and truss
calculations for this project.
F raming plan. Section 302 (a) 7.
Provj.de roof framing plan and floor
{Provide framing sections through
Section 320 (a) 7.
,kid Specify all header sizes for opening over
4' wide. section 2517 (9) 5.
#. Provide calculations for main vertical and
horizontal framing members and post footings.
Section 302 (a) 7.
& panels, shear transfer and related.
Section 302 (9) 7.
Provide calculations for lateral loads,
pf. SOW on the plans all structural
requirements developed in the structural
calculations.
pf. columns and posts located on concrete or
masonry floors or decks exposed to the weather
or to water splash or in basements and which
support permanent structures shall be supported
by concrete piers or metal pedestals projecting
above floors unless approved wood of natural
resistance to decay or treated wood is used.
Section 2516 (c) 4.
Jd Individual concrete or masonry piers shall
project at least 8 inches above exposed ground
unless the colwms or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (c) 4.
pd sow location of attic access with m-
size 22" x 30". Section 3205.
,?d Show draft separation for attic areas
between units in a duplex. Section 2516 (f). # Wood,stud bearing walls, with studs at 24"
o.c., requre 3 ea. 2 x 4 or 2 ea. 2 x 6 or 2 ea. 3 x 4 top plates if supporting either floor
members or roof trusses that are spaced more
than 16" O.C. and do not bear within 5" of the
supporting stud. section 2517 (g) 2.
Specify plywood grade and panel Q
i antification index. Table 25-N.
H. When roof pitch is less than 3:12, design
ridge as a beam. Section 2517 (h).
A. If foundation cripple wall studs are less
than 14" framing shall be solid blocking.
Section 2517 (e) 4.
9
3125186
# 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.
Section 2517 (g) 4.
yf. Show plywood sheathing over exposed eaves,
or other weather exposed areas, is exterior
grade. Section 2516 (9) 3.
Q Show a weep screed at the foundation plate
1 e on all exterior and stud walls to be
stuccoed. Section 4706 (e).
,#, Show corridor width to be minimum 36".
,Jd Specify Ms layout for 30" x 30" attic
Sectxon 3305 (b).
access.
Lt one size larger than supported rafters.
Section 2517 (h) 3.
,d In &en beam construction, provide strap
ties across the beams at the ridge support.
Section 2501 (b).
Ridges, hips, and valleys shall be at
J. HDXAlQCAL
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
Mechanical Code.
@ Show the size, location and type of all
heating and cooling appliances or systems.
,d sow source of combustion air to furnace.
per Chapter 6, W.
@ Every dwelling unit shall be provided with
heating facilities capable of maintaining a room
temperature of 70 degrees F. at 3 feet above the
floor in all habitable rooms. Show basis for
compliance. UBC, Section 1211.
-Id Show minimum 30" deep unobst~ucted working
space in front of furnace. Section 505. UMC.
2-d. Note on plans, clearances to be per
manufacturer's listing. Section 504, UMC.
pd Purnace shall not be installed under any
stairway. Section 704, UMC.
Jd Furnace shall not be installed in any
bedroom, batbroom or in a closet or confined
space with access only through such room, unless
specified as direct vent appliance, enclosed
furnace or electric heating appliance.
Section 704, UMC. # Show I.C.B.O. approval number for prefab
fireplace.
& sow ecce.55 to the attic or underfloor
furnace to be minimum 30 inches by 30 inches.
Section 708 & 709 W.
4 Note that passageway to the attic furnace
shall be unobstructed and have continuous solid
flooring not less than 24 inches wide.
Section 708, W.
,d Show permanent electrical outlet and
attic furnace. Section 708, VHC.
lightine fixture controlled by a switch for the
&furnace under the floor, or Section 710 for
Show details to comply with Section 709
roof or outside furnace.
@ Note on plan: Gas vents and
noncombustible piping passing through three
floors or less shall be effectively draft
stopped at each floor or ceiling.
UBC, Section 1706 (a) 6.
10
3/25/86
All wiring shall comply with the National
Electrical Code.
@ Show on the plan the amperage of the
electrical sedce, the location of the service
panel and the location of any sub-panels.
d. sh~w location of all electrical
receptacles.
ts"/ Electrical receptacle locations andlor
spacing is not adequate in
sh~w at least one convenience outlet other
than outlets for laundry, etc., outdoors, in
garages and basements. NEC, Art. 210-52.
Q Note conogllience outlets in bathmoms,
outdoors, and in.paraue& and basements (other
GFI protected, NEC, Art. 210-8.
than for laundry and similar equipment) shall be
@ Note electrical system ground to be
provided per NEC, Art. 250-81.
1. pIme.ImInmRSc"l
@ Show water heater size, type and location
on plans. WC. Section 1310.
vrf Show source for providing combtion air
to fuel burning water heater. If wall opening
in an enclosure ate used, at least one-half of
the required opening area shall extend into the
WC, Section 1307.
one-half within the lower twelve inches.
upper twelve inches Of the enclosure and
pd Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or badroom. UPC, Section 1309.
@ Provide adequate barrier to protect water
heater from vehicle hge. WC, Section 1310. '4) &Ak?AGE
@ Show T and P Valve on water heater and
UPC, Section 1007 (e).
show route of discharge line to exterior. 9
C, Section 1903.
Provide dryer vent to outside.
@ Note on the plan that hose bibbr and lawn
prevention devices. UPC. Section 1003.
sprinkler systems shall have approved backflow
pd. Shower stall shall accmdate a 30"
circle and have a minimum floor area of
1,024 sq. in. UPC, 909 (d).
n. ~ISE ~SULU-I~ Ilaawssl
t.f Show details of duplex comn (party)
walls and floor/ceiling assemblies to achieve a
scund Transmission Class (STC) rating in walls
of 50 decibles and on Impact Insulation Class
(IIC) rating on floorhiling of 50 decibles.
Title 25.
# Show how penetrations of assemblies for
piping, electrical devices, recessed cabinets,
bathtubs, soffits, or heating ventilating, or
exhaubt ducts shall be sealed, lined, or
insulated to maintain required sound
transmission rating. Title 25.
pd Provide insulation in walls and ceiling to
achieve STC of 50 between garage and living area
if garage use is not controlled by resident.
Title 25.
11
3/25/86
E. -
State regulations (California Abin. Code)
require that the design satisy one of the
attached alternative energy padrages or submit
calculations. The law also requires that many
mandatory conservation items be Satisfied.
@ Show on the Title Sheet of the plans, the
required elements of the alternative energy
package that was selected, and next to each
element. If calculations were used, provide
elmt show how you are complying with each
similar data on the plans.
@J Ihe plan sheet showing the required
e ements of the selected energy package, and
with that selected package, mu~t be signed by
listing the design elements showing compliance
either the owner or a licensed professional
i.e., architect, engineer or contractor. A
design professional must note hislher. state
license numb. Section 1403 of Title 20.
?* @
Q Show on thr, plan how shading requirements
L
show on the plans the "R" value for the
alls, floors, ceiling and related areas.
o Glazing Schedule. IF &bD
Show double glazing mt per Energy Design,
satisfied. 16 m-0
1 2. Ihe plans are not in compliance with the
or design calculations provided. show on plans
consemtion compliance package selected
conformance as follows:
i. Specify on the building Dlans all of the
@ Show the size, type, make, model and
listed on the enclosure titled, 'Wandatory
Energv Conservation Requirements".
datory energy conservation requiremants as
system and provide heat loss calculations if the
output Bl'U/Hr. exceeds 45,000.
0. CNUSBAD S.F.D. ii amLw SWR&WSI
ation of the space heating (or cooling)
@ Energy conservation design should be for
T
7 . See attached energy packages.
. Floor drains msthave auto-prima
city policy).
@ Note exhaust fans cannot be ductless type
@ New residential units must be pre-plumbed
for future solar water heating. Note "two roof
jacks mst be installed" where the water heater
the most south facing roof
is in the one story geage and directly below
(City Ordinance No. 8093).
(city policy).
@ Note "two 314" copper pipes must be
panel location when the water heater is not in a
installed to the most convenient future solar
most south facing roof.
one story garage and is not directly below the
(City Ordinance No. 8093).
Q
wa er heating must be insulated when in areas
that are not heated or cooled by mechanical
All piping for present or future solar
means (city policy).
y. Incorporate the waterproofing details, on
the attached Policy 80-8, where interior living
wall(s).
apace occurs below grade at the masonry
12
3/25/86
182. Show on the Title Sheet on the plans, the
information required by the attached
Developmental Services Sheet 102683.
#. All new residential buildings, including
additions, require a soils report. Please
submit two copies.
)d. Heavy timber framing, minimum 6" x 10"
beams and minimum 8" x 8" post, for the
structural beam and colurrm supporting the fire
separation between the garage and living area
above, is acceptable if shown on the plans.
(city policy).
@ Please see additional corrections, or
remarks, on the following page.
The City of Carlsbad has contracted with Esgil
Corporation located at 9320 Chesapeake Drive,
Suite 208, San Diego, California 92123;
plan check for your project. If you have any
telephone number of 619/560-1468, to perform the
please contact SYW A LE- questions regarding these plan check items,
at Esgil Corporation. If you have any questions
please contact carter Darnel1 at the City of
regarding City Building permit procedures,
Wulsbad, 1200 Elm Avenue,
telephone 619/438-5525.
3hanlr you.
Enclosures:
3.
2.
3.
,Wd UBC Adopting Ordinance 0792 requires Pire Retardant rwf on all ntructures fsec. 18.04.2301. Shov compliance vith UBC Section 3203 fa). ,d. City Ordinance 9792 requires tvo park- ing spacer/unit vith clear area of 2Oox2O' 1.0. no washing machines, etc. Shov compliance.
13
10/6/86
..
!dllIUU JOB SPEQFIUTION Do(IMwTs.
lullDlcpoRl EXERGY CONSXRYATION OF 7IIE SINX OF CALITORNU
All heating, ventilating, air conditioning, and water heating equipment shall meet all of the
Comission.
requirements of the Appliance Efficiency Standards and shall be certified by the California Energy
provided for heat pumps.
A two stage thermostat, which controls the SupplementKy heat on its second stage, shall be
Thermostats shall be equipped with an automatic setback, which the building occupant can program to
automatically set back the thermostat twice in 24 hours.
with complete necess- maintenance information.
Equipment which requires preventive maintenance to maintain efficient operation shall be furnished
All gas-fired fan type central furnaces, gas-fired fan type wall furnaces, and cooking appliances
shall be equipped with an intermittent ignition device.
All fan systems exhausting air to the outside shall be provided with backdraft dampers.
All transverse duct, plenum, and fitting joints shall be sealed with pressure sensitive tape or
mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of
the UMC, 1982 Edition.
A vapor barrier is required in climate zone 1, 14, and 16.
All manufactured windows and sliding glass doors shall meet the 1972 ANSI air infiltration
standards and shall be certified and labeled.
All swinging doors and windows leading to unconditioned areas shall be fully weather-stripped.
wrapped with R-12 insulation or greater.
Storage type water heaters and storage and backup tanlrs for solar systems shall be externally
with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water
The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated
piping outside the building envelope shall be insulated in accordance with T20-1406(d).
Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficiency of
not less than 25 lumens per watt.
Showerheads and faucets shall be equipped with flow restrictors as outlined in the appliance
efficiency standards and shall be certified to the Energy Comission.
Masonry and factory-built fireplaces on exterior walls, shall be equipped with tight-fitting
closeable metal or glass doors covering the entire opening of the firebox; a combustion air intake
equipped with a readily accessible, operable, and tight fitting damper to draw air from the outside
of the building; and a tight fitting flue damper with a readily accessible control.
Insulation used shall comply with California Quality Standards.
The insulation installer shall p0st.a signed certificate ... Section.276.. Insulation Certificate
in the building a certificate signed by the installer and the builder stating that the installation
(All Occupancies). After installing insulation, the installer shall post in a conspicuous location
conforms the requirements of Title 24, Part 2, Chapter 2-53, and that the materials installed
conform with the requirements of Title 20, Chapter 2, Subchapter 4, Article 3. The certificate
shall state the manufacturer's name and material identification, the installed "R" value, and (in
applications of loose fill insulation) the minimum installed weight per square foot consistent with
the manufacturer's labeled density for the desired "R" value.
windows, at sole plates, and openings for utility pipes and wires.
For infiltration control all openings and penetrations must be caulked and sealed, such as around
Form EM 3/5/86
CITY OF CARLSBAD
Table 7. Alternative Component Packages. Cllmate Zone 7
Building Measure
Package Deslgnaclon
ABCDE123456
INSUWTION R-VALE MINIXUH
Ceiling
NA NA NA NA NA NA NA NA 3.5 3.5 4.0 'Light Uass" Wall
'Heavy' Wall I1 I1 11 I1 11 I1 I1 I1 11 11 11 Wall 19 30 19 30 19 30 30 30 19 30 19
Raised Floor Slab Floor Perimeter . NR 7 NR NR NR '7 NR NK NR NR NA
2.5 2.5 2.5 2.5 2.5 2.5 2.5 NA NA 2.5 1.5
11 I1 11 19 19 NR NR 19 NA I1 11
AT~IC~ ' NR NR NR REP kXR BEQ REQ REQ NR NR NR
GUZINC
Maximum U-value
Waxfmum Total NonsouCh NR NR 24 20 24' 20 20 20 14 14 NR Haximum Total Area X .65 .65 1.1 .65 1.1 .65 .65 .65 1.1 .65 1.1
Minimum Total South
Area X 9.6 8.4 NR NR NR NR NA NA NA NA 9.6
Area X 6.4 5.6 NR hi NR NR NR NR NR NR 6.4
SWING COEFFICIENT
South-facing Glazing
West-facing Glazing NRNRNRNRNRNRNRNRNRNRm
Horth-facing Glazing NRNRNRNR.36NRNRNRNRNRNR
NKNRNRNRXRNRNXNRNRNRNR East-facing Glazing NRNRNRNRNRNRLNRxP.m.!mNR
WREIAI. HASS EQUIVALENT .z Slab Floor Exposed7* 8 50 NR 15 20 25 25 5 25 NR NR 50
IMILTRATION CONlWL
Continuous Barrier ,
SPACE HWTING SYSTM
Caskets
NR NR NR NR NR NR NR NR NR NR NR MrTo-Air Heat Exchanger
NRNRNRNRNRNRNRNRNRNRNR Electrical Outlet Plate NR.mNRNRNRNRNRNRNRNRNR
Gas Furnace Seasonal
Efficiency X HIN
Electric Resistancell
Beat Pump ACOP HIN KIN HIN KIN HIN MIN KIN MIX
2.5 2.5 2.5 2.5 2.5
YPS YES NO NO NO NO NO NO NO NO NO 2.5 2.5 2.5 2.5
SPACE COOLING SYSTM
AfC or Heac Pump SEER
WATER HMTINC SYSTM
Cas. Heat Pump or Solar
Solar vich Cas Backup REP REP REP
with Any Backup REQ REQ REP REP REQ RE9 RE9 REP
C-70 ACP
Appendix B
B-9
Table 17. Notes for Tables 1 through 16
LEGEND: NR - Not
'XIN - Minimum efticiencies required by Section 2-5306 of the
required, N/A - Not applicable, REq - Required,
regulatioa. NO - Heating system type not allowed. YES - bating
rystem type allowed.
3.' +enever an attic is required, it must cover at least three-quartera (3/4) of the calling area over coaditioned apace and be vented.
7. In alternative cmponent packages which require thermal mass (other than
Package A), the specified percentage of mass must be directly apoaed to
the conditioned space. To determine the floor area directly exposed to
the conditioned space.' To determine the floor area. count only the firat
linoleum or tiled entry ways, kitchens, bathrocma, and utility closets
floor fa conditioned areas. Uncarpeted first floor areas, such as
may all be ccunted .tovards this requirement.
8. Thermal mass required for Packages E.1.2.3 and 4 must be either
equivalent to a slab floor covering one-fourth (25 percent) of the floor
area with a thickness of at least 2 inches and a volumetric heat capacity
provide the minimum total mass capacity listed in Table 17 of Appendix A of 28 Bcu/ft3 *P (see below for surface area of materials examples) or
(use the Point System to calculate the mass for other materials).
Climate block density, solid block density. exposed Slab 4" brick Coacrete block 140 pcf Coacrete block 90 pcf
Zoae grouted grouted oae side Floor X - 15 21 20
17 18 4' 6' 4" 6" 14 13
7
18
22 23 28 30 35 25
213 18 22 24
11. For Packages 5 and 6'electric resistance and radiant heating systms
uni t.
Shall have two or more separately controlled zoaea in each dwelling
DEVELOPMENTAL
SERVICES
BUlLDlNQ DEPARTMENT
THE 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, Corditional Use Permit, Tract or Parcel Map, Zone Change,
Planned Development, Redevelopment Permit, Specific Plan, 'Site
Development Plan
PLAN CHECK NUMBER
cd 112383
Date I 15/3!/3(0 CITY OF CARLSBAD
Prepared byr Bldg. Dept.
SY,€D 4rccw VALUATION AND PLAN CHECK PEE a Esgil
PLAN CHECK NO. @&-Lq5-
BUILDING ADDRESS 2/05 ALCA kOA-0
APPLICANT/CONTACT KE VIA/ KEL- PHONE NO. 729-/897
BUILDING OCCUPANCY R- 3 DESIGNER PHONE
TYPE OF CONSTRUCTION d-u ' CONTRACTOR PHONE
b.
I I I I
1
I I
~ ~
Air Conditionine
Commercial Q
Residential I ~~ ~ ~~ ~~ ~ e
Fire Sorinklers
To tal Value
@
3846 0-0
Res. or Corn.
Id -0
Fee Adjusted To Reflect OEnergy Regulations (Fee x 1.1)
OHandicapped Regulations (Fee x 1.065)
Building Permit Foe S
Plan Check Fee $
8/4/82
PLAN CHECK NO. ADDRESS DATE
PLANNING
ZONE: TYPE OF PROJECT AN0 USE:
SCHOOL DISTRICT: SA ENCINITAS CARLSBAD SAN HARCOS -2,
SETBACKS: FRONT
DISCRETIONARY ACTIONS:
REDEVELOPMENT PERMIT REQUIRED: /&f
LANDSCAPE PLAN COMMENTS:
ENVIRONMENTAL REQUIRED:
COASTAL PERMIT REQUIRED: YES
-
NO - ADDITIONAL COMMENTS:
c
ENGINEERING
LEGAL REQUIREMENTS
EASEMENTS: fi/< 47-
EDU'S: Lo.& I
IMPROVEMENTS:
PERMITS REQUIRED
RADING COMPLETION CERTIFIED: d/ /&
INDUSTRIAL WASTE:
FEES REQUIRED
PARK-IN-LIEU QUADRANT: , "'!/;s- , FEE PER UNIT: PL$&~ TOTAL FEE: ../m--~
P.F.F.: pj,ih TRAFFIC IMPACT FEE PER UNIT: ?% 670 TOTAL FEE: #A 70
FACILITIES MGMT. FEE: &&-RIDGE h THOROUGHFARE FEE: 953.D
SEWER FEE (CONNECTION): SEWER LATERAL: LCLJO, v -
. STRUCTURAL CALCULATIONS
FOR
Gottlieb Residence, La Costa
Prepared for * . Kevin Kelso Kelso Construction
3635 Catalina Dr.
Carlsbad, Ca.
729-1897
.Prepared by: Universal Structures
5850 Avenida Encinas, Ste. E7
Carlsbad,Ca.92008
(619)438-9696
Date: November 17, 1986
I I
0
I
/I
3
n
, .-.
P,
Y , mB,&
I I
c
" UNIVERSAL STRUCTURES Carlab.d,CA SEX) Avenidm 92008 Enclnas
STRUCTURAL ENGINEERING CONSULTANT
~~
SHEAR WALL SCHEDULE
..
Subject: Project No. 66-3-31 D
Fino! Repor! on
Com,mctcd Filled Ground
Lots 143 iu 169, inclusive,
171, 174 !o 179, inclu:i..jc,
Culvert and kkndwaII,
La Costa \'~h __ Unit No. 4
Sun Dicyo Caunty, Californio ~~~~~
.XI5 102 to to 224, 1Y5, inclusive, inclusive, 227, /iPdYf
Geni-leman:
This is to repor1 !he results of tests ar!d observations made in cider io inspeci ihe con;pclc!io:.1
of filled ground pluced cn certain areos.oCL.o1s. 149 to 169, inclusive, 171, 174 :o 17?,
inclusive, IC2 :o 195, inclusiye', 206 to 22<,,,incIvsive, 227, certain offsite fill c~rccl:, the
backfill oia culvt~t on ALJ~ iioud..oppcIsi!i.-Lol: 14s ad 149, and Ihc hoclciill of a concrete
hcodvvall on thc norinenst sids of A!9a Road oppzite Lo$ 154, in La Costa VoIIcy Unif I.!:,. i,
in Son Oiego Counfy, California. The fills were placed during he period Ixtwccn h!y 3,
1966 on.! Oci-ober 14, 1966. The test results taken in fill-d ground place2 or: pariiwc of Ak;n
Rod, AlicGnte Road and klnqden Lone, within Lo Costa Valley Unit Ro, 4, were rcpwted
sepatately on Ocfokm 19, 1966.
lhc opp;oxirnatc a1;ezs ci-id depths of fil!zd g~-ound placcd under our i!,spectinn in accordance
with fhe opprowd specifications are shown 0:) the allached Dtn1win-J No. 1, entit!cd "I.ocatio:l
of Clrnpactcd Filled Ground." The grading plcln usc'd for thc placement of filled Ground wus
prepared by Rick Ensinccricg Co., rlotcd Junc 8, 1966 and rcviscd lo JUIIC 20, 1966.
d' 8
\
I
bjec t No. 66-3-3 1 D
La.Costa Valley Unit No: 4
-2-
Test Number Week Ending
1 and 2
3 to 25, inclusive . 26 to 69, inclusive
70 to 11 1, inclusive
' 112 to 165, inclusive
166 to 251, inclusive
252 to 343, inclusive
344 to 430, inclusive
431 to 530, inclusive
531 to 594, inclusivc
595 to 673, inclusive
674 to 700, inclusive
701 to 715, inclusive
716 to 731, inclusive
732 to 739, inclusive
December 16, i966 ..
July 9, 1966 ,
July 16, 1966
July 23, 1966
July 30, 1966
August 8, 1966
August 13, 1966
August 20, 1966
August 27, 1966
Septcrcber 3, 1966
Scpiember 10, 1966
September 17, 1965
Septcmber 24, lY66
Octo!:c-r 1, 1965
Ocioller 8, 1965
Ocioher 15, 1966
The fino1 results of tests and observations indicate thot thc compacted filled ground i-rls beet:
placed at 90% of the moxirnum dry dnnsity or greater witinin the shuded ateas shown st1
Drawing No. 1. It 110s been determined that the fill materials, co-i.pncted ra CiC% oi thc
maximum dry density, wilhi! ots 14P ts 16,,.{ inclusive, 171, 174 to 179, inclusive, 132 to
195, inclusive, and 205 to 22 Inc USIVC, of La Costa Volley Uni: No. 4, have a safe bear-
i1-g value of at Icast 1500 pounds PCI- square foot for one foot wide continuous footir;;s fcunded
at o minimum depth and placcd five fee; or more ic;:ide the.fop of ccrmpocted filled sround
slopes. If footings are placed closer to the exposed slcpes than 5 feet inside the to? cf conp~ct-
ed filled ground slopes, thest? should be deepened one foot below a 1 l/2 horizoniol 10 1 vertical
linc proiected outward and downwcrd from a point 5 feet horizoni~olly inside the tcp ol cornpu;tec!
fill ground slopes. Tests indicate that thr compacted filled ground is adequate to sufirfaciorily
support ihe pl-opased one and two story wood frcimc dwellings without detrimcntal se:!Icmc-ni; I
The fill materiais placed and compoctcd in the upper 3 fcet of fill lois described in t!:c prcced;t;,n
paragraph are noncxpansiv,?,. .- In some cuf arecs, both on lots that ole all in clrt and in lots timl.
are pnrt cut and part fiII,'there was some potentially expansive clay observed. In some COjer it
was fsaiihle to remove the potentially expansive clay, and in othcrs it was not. Following is a
tabulation of the lots that still contoin potenfially expcrnsive soils wit!lin the uppet- t
,.. i; ."...:
,II~C fect.
h7-3
u """.-_"_. "...".". "_ _-_. ... :.;"..-
-. Lot Nos. dot Nos. Lot Nos.
154
170
17 1
172,
176
177
180
181
184 199 io 235, inclusive
189
193
194
196
' 197
1 GO 217 to 221, inclusive -2- ~.
.
BLNTON ENOINEI:I<INO. INC.
-. Pwjcct No, 66-3-3 1 D -3- December 16,, 1966
La Costa ~aIIcy Unit No. 4 .
It is recommcndcd that spcciol foundation design and precau!ions I~o’osed on these lots to
minimize the effect of tlle potential expunsion of the sails. Rccomrnerdations for this
special design and precautions are being transmitted to you in a separate letter to be dated
December 20, 1966.
‘Some of the filled ground placed within the upper 3 ‘feet on Lot 227, and offsite beyond
the Subdivision boundary of La Costa Valley Unit No. 4 includcd soil types 2 and 4 and
could therefore have an allowable bearing value of at least IO50 pounds per square foot.
Expansive natural clay soils were oI:o observed in portions of these areas and 1.ot 228. It
is understood that Lot 227 is to be regraded in the future, therefore !he final classification
of the soils existing within the finished Luildiny pads, togcather with the recommended allow-
able bearing vo,Iues for those arms will be presented at that limc.
Respectfully submitted,
BENTON ENGINEEXING, INC.
M. V. Pothier, Civil Engineer
Distr: (4) Addressee
(2) Rick Engineering Co.
(3) San Diego County Operations Center
Atfention: MI-. Bill Rick
Attention: Mr. Don Klitch
i
BENlON PNGINFCRING. INC.
~ ~~
..
BENTON ENGINEERING. INC.
APPLIED SOIL MECHANICS - FOUNDATIONS
6741 EL CAJON 8OULEVARD
SAN DIEGO. CALIFORNIA 92115
PHILIP HENKING BENTON *"1*10..*7. CIVIL LNrlWIll
Paradise Homes, lnc. 8
Route 1, Box 2550
Encinitar, California
Attention: Mr. Irv Roston
December 20, 1366
Revised August 2 1, 1967
Subject: Proiect No. 66-3-31 D
Recommendations for Footings
for Soil Conditions on
La Costa Volley Unit No. 4
Son Diego County, California
Gentlemen:
It is concluded from correlating the laboratory test results presented with our "Final Report
on Compacted Filled Ground, Lo Costa Unit No. 4, San Diego County, Ca1ifornia"doted
December 16, 1966, with visuol observation; r?de during grading, that the soil conditions
within the.upper 3 feet on the following lots fall into an expansive classification.
Lot Nos.
154
170
171
172
176
177
180
181
Lot Nos. Lot Nos.
184
188
1 89
193
199 to 206, inclusive
2 17 to 22 1, inclusive "/f-
da
197
For this expansive condition, It is recommended that special foundation design and precou-
tions be used to minimize the possible diffdrentiol movements in these soils due to moisture
change. It is concluded from our past experience in areas where soils fall into this class-
ification that continuous wall footings should be used throughout and thot these should be
placed at greater thon minimum depths and reinforced to resist differential movements. Also,
if concrete slabs ore to be placed on the "expansive" soils, it .is recommended moisture tests
be taken 4 to 5 week prior to pouring concrete to verify that 80 perient saturation of the
layers exist, to a depth of 3 feet. If less moisture exists, then presoturotion would be recom-
mended. The reason for this is that concrete slobs ore relatively lightly loaded in comparison
to continuous wall footings supporting raised wood floors ond they ore subject to much greater
upward movement if the, "expansive" clays go from a relatively dry field condition to near
~~ ~ . . -. . . - .. .. .. ~ .. .~
f'roject No. 66-3-3 1 D -2-
La Costa Valley Unit NO. 4 c, December 20, 1966 . *'
,. . . ~.
saturation than are the wall footings that are placed at greater depths below the finished
ground surface. Numerous tests and observations made to date indicate that the "expansive"
soils tend to increase in moisture content with time, once these are covered and lawn water-
ing, etc. takes place around the perimeter of the foundation. Houses constructed in the
spring when the soils have natural presaturation have been subjected to far less differential
movement than houses constructed on air dry soils without presaturution in the fall of the year.
The following recommendations are made for two types of foundation construction:
I .~ Type of Construction of Raised Wood Floors on Continuous Wall Foundations.
1. Use continudus wall footings throughout and piace at a minimum depth of two feet.
2. Reinforce with one #5 steel bar placed 3 inches above the bottom of footing and
one R5 steel bar placed 1 1/2 inches below the top of stem wall of the footing.
3. It is recommended that the steel reinforcement of all interior and exterior
continuous wall footings be lopped 48 diameters and that the reinforcement
of the interior footings be carried into the exterior walls sufficient distance
to develop full strength.
4. Construct crawl holes with continuous reinforcement as shown on page 17 of
the "Minimum Property Requirements for properties of one or two Living Units,
Locoted in the Southern California District" by the Federal Housing Adminis-
tration Revised Muy 1952 or by some equivalent design.
5. For concrete slabs on ground in the garages, it is recommended that a 4 inch
. slabs be separated by 3/8 inch thickness of construction joint material from
thickness of sand be placed beneath the concrete slab and that the concrete
the exterior wall footings. The slabs should also be reinforced with 6" - 6"
by 810 - #lo wire mesh.
II. Type of Construction of Concrete Slab Floors on Ground Between. Continuous Wall
Foundations
1. Use continuous wall footings throughout and place at a minimum depth of two feet. .
2. Reinforce with one #5 steel bar placed at three (3) inches above the bottom of
the continuous wall footings and one #5 steel bar placed at one and one-half
(1 1/2) ihches below the top of stem wall of the footing.
3. It is recommended that the steel reinforcement of all interior and exterior
continuous wall footings be lopped 48 diameters and that the interior reinforce-
ment be carried into the exterior walls sufficient distance to develop full strength.
'x Project No. 66-3-31D -3-
Lp.Costa Valley Unit No. 4 ,.
n
December 20, 1966 e) hr concrete slabs on grourld for this condition, it is recommended that field
moisture checks be made to three feet below finished.grade to verify 80 per-
cent saturation. If-EO percent saturation is not present, then it is recommended
that water be cdded by ponding, "rain birds"-or any suitable method to increase
moisture os required. After the presaturation moisture content is achieved with-
in the upper three feet, tha soil may be permitted to surface dry so that equip-
ment may work on itand then a 4 inch sand layer should be deposited within
one week. The reinforcing with 6" - 6" by #.TO - #IO wire mesh and waterproof-
ing may then be installed to seal the presaturated soils under the concrete,slabs.
" ."-. ~. ~
5. For concrete slabs on ground in the garages, it is recommended that a 4 inch
thickness of sand be placed beneath the concrete slab and that the concrete stabs
be separated. by S/8 inch thickness of construction joint material from the exterior
wall 'footings. lhe slab should also be reinforced with 6" - 6" by #lo - #lo
wire mesh.
If you should have any questions regarding the above, or if you zhould desire additional
information, please contact me.
Very fruly youk,
BENTON ENGINEERING, INC.
BY .' QA - /,). Q/&-/ ,'.
I ' Philip H. benton, Civil Engineer
'(25) Addressee
.
EENTON ENGINEERING. INC
Cottlieb R~rldmnem
ClrA8b.d Cllratr Zonr #7
Xrlro Conatruetion, Inc.
Title 24 Energy C*lculmtionr
Corplianom Hothod - CALPAS 3
January 13, 1967
COITRACTOR'S LICENSE Y4679Q7
liayn.1 and Caapony
3b0 E. Grand Ave.. Suite 204 Ercondida, CA 92025
(619) 743-5406
(6191 295-9225
I "- .".~"""""""""""""
SAN I.!AFLXB WIFIED ScHCoL DISIRICI FRXJEI SE3VI(X AVAIMILIlT IEIlBX
pmject Address/Location
ksessor's parcel Mmhers essor's Parcel No.(s): ttach le@ description 1. lmmm 3. mmm
2. iTIl7llTl 4. r-i"lmlm
(check one or mre) Housing Tyw No. of D.U.'s No. of Bedrools
hfiinor %&division Single Family
kjor Subdivision (VI) htultiple hmily
Nobileham2 Units
1. CLvner/applicant apees to reconfirm this prolect with the issuiw school district every 6 mnths
2. CLvner/applicant understand that the certification for schwl service mntained in this koject
unless such action is not required by the district. District Phone 619-744-4776
Service Availahility Letter is no longer effective if the project is disapproved or if the con- ditional project approval (suhdiyision, pennit, or other conditional use processes) expires.
3. The information I have provi
APPLICrn'S SIGNA
SAN MARCCS UNIFIFII SCHalL DISRICI' CEKTIFICATION OF SCwllL AVAILARILITY cR( NON-AVAILARILI~
Date: ID DAY
1. Schcol services and facilities are ccmitted for this nroject. Swvices will be available concurrent with project need based on a spured weenent with the developer which has adeauate financing and clear intent. 'Recertification of service availability is required prior to issuance of building permits.
The undersimed school district hereby certifies that it will he able to provide adequate school services and facilities to the abve described pro.ject concurrently with the need of such project. CLvner/applicant has paid the require3 develo.wr's fee.
3. The undenimed school district hereby certifies that it will & be able to provide adequate schml services and facilities to the ahove described pro,ject concurrently with the need of such project because
SCHOOL FEE COMPLIANCE CERTIFICATION
(Government Code Section 53080(b))
This form shall be used to determine the amount of school fees for a project and
No building permits for the projects shall be issued until the certification is signed
to verify that the project applicant has complied with the school fee requirements.
by the School District and returned to the Building Department of the City of Carlsbad.
PROJECT INFORMATION (To be completed by the applicant)
Project Address: 9, io s
Project Applicant: BFfl/vrlc?b fl+ .L/liI#d GbtiLiE R
Project Type: /'Residential/No. of Dwellings - Commercial - Industrial
Phased Project: - Yes
Building Permits are forentire project -Yes -No.
No.
Plan check or Building Permit No. h-dg>- Square feet of covered or enclosed s ace .+~Pdd
Official checking form Mu,&& Date /&9/y7 0 ,'
INFORMATION VERIFICATION (To be completed by the project applicant)
kJccZ,/!J////M &??h'fff> &o/T1/EI3 , declare under penalty of perjury under
the Laws of the State of California that I am the project applicant for the project
listed above and that the foregoing information is true and cor
California. I
Executed this J/, day of .~&dlJffK~
FEE CERTIFICATION (To be completed by the School District)
/Applicant has complied with fee requirement under Government Code 53080.
- Project is subject to an existing fee agreement.
- Project exempt from Government Code 53080.
- Final Map approval and construction started before September 1, 1986. (other school fees paid)
Other -
School District OffiF#al:
SIGNATURE DATE
,75%%77A PHONE NO.
~ //,E UNDERSIGNED MANUFACTURER HEREBY CERTIFILS
below and on attached sheets Nos.
the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC)
are marked
with applicable provisions of American National Standard Laminated Timber, and that such manufacture has
INSTITUTE OF TIMBER CONSTRUCTION
, which plant has a quality control system
The manufacture of these memben complies with the manufacturing and fabricating provisions of
Chapter 25 of the Uniform Building Code.
JOB NAME: SAN DIEGO WHOLESALE. 3141 I-\
NATIONAL CITY, CALIFORNIA JOB LOCATION:
L
TITLE OUALITYADDRESSP.O.OATE 2-dAf7
BOISE, ID 83728
A/Tc HfREB Y CERTIFIES that the said company at its said plant is licensed by the
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AlTC Collective Mark in respect
of products which comply with applicable provisions of said Standard, that the adequacy of the quality
the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC,
control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of
Standard in respect of products manufactured at said plant. Conformance with the Standard in respect
said company is capable of complying with applicable manufacturing and testing provisions of said
of any specific or particular product is.the sole responsibility of the manufacturer; AITC's guarantee
hereunder being that the said company is qualified to produce a product meeting the said Standard
and that its plant is periodically inspected and verified by the AITC Inspection Bureau.
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
0 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION
AlTC FORM IBCA
~~
.
. . ..
L
! ! L I i
. i!
RECORDING REQUESTED BY ANT) WHEN RECORDED MAIL TO: )
CITY OF CARLSBAD 1 1200 Elm Avenue ) Carlsbad, California 92008 )
)
Space above this line for Recorder's use
Documentary transfer tax: $ No fee
Signature of declarant determining tax-
City of Carlsbad
firm name
HOLD HARMLESS AGREEMENT
DRAINAGE
In consideration of the City's approval of a drainage plan
(Plan NO. B6-6q5 ) and/or improvement plans
(Plan No. ) for development to occur on
property described as 2/05 RD.
the owner(s) of said property promise to indemnify and to hold the
City of Carlsbad and any of its agencies or employees harmless from
liability for injuries to persons, or damage to or taking of property,
directly or indirectly caused by the diversion of waters, the
alteration of the normal flow of surface waters or drainage, or the
concentration of surface waters or drainage from the drainage system
or other improvements identified in the approved plans; or by the
design, construction or maintenance of the drainage system or other
improvements identified in the approved plans.
Approval of the plans by the City shall not constitute an
assumption by the City of any responsibility for such damage or
% - 69 J-
-2-
taking. City shall not be an insurer or surety for the design or
construction of the improvements pursuant to the approved plans, nor
shall any officer or employee thereof be liable or responsible for any
accident, loss or damage happening or occuring during the construction
work or improvements as specified in this agreement.
It is further agreed that the above owner(s) will maintain
all drainage systems to insure a free flow to a satisfactory point of
discharge unless said systems are accepted as public facilities.
It is further agreed that this agreement shall be binding on
all heirs, successors or assigns having an interest in all or any part
of the property described herein.
IN WITNESS WHEREOF, the undersigned has executed this
instrument this 23'- day of d
" 19 b7.
(Notarial acknowledgment of execution by the OWNER(S) must be
~ attached).
t
Y li
i
x
Y
< 1
ms= INDIVIDUAL ACKNOWLEDGEMENT
on \ - 33"'7 before me. the undersigned. a Notary Public in and for said
County and State, personally appeared -& /=&#/,;A
personally known to me (or prqved to me on the basis of satisfactory evidence) to be the
person whose name is subscribed to this instrument. FOR NOTARY SEAL OR STAMP
and acknowledged that executed the / [w
Signature
ms INDIVIDUAL ACKNOWLEDGEMENT
STATE OF CALIFORNIA
COUNTY OF B*ecr/t. t
Y On 1 -&3"7 before undersigned, a Notary Public in and for said
z Y L
I County and State, personally appeared 7rnAd6-"+&=k
personally known to me (or prqved to me on the basis of satisfactory evidence) to be the I-. < person whose name is to this instrument.
I executed the and acknowledged that FOR NOTARY SEAL OR STAMP
1 b Q
.. .