HomeMy WebLinkAbout1721 BRUCE RD; ; 86-133; PermitDECLARATIONS WORKER'S COMPENSATION OWNERIBUILDER CONTRACTOR I 1- LENDER I1 q$ '< rr ,m OD - c 7 C I D r
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DECLARATIONS OWNEWBUILDER CONTRACTOll LENDER WORKER'S COMPENSATION 11 I 1- I - C $ I U 2 3 I E r ? E i i 7
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City of Carlsbad
citya s-r- P
ZOMPLETE FOR PLAN CHECK ONLY
ASSESSORS PARCEL NO 2 3q - 3- - --
DESCRIPTION OF WORK
dels =a
PLAN ID NO. >6-/33L
. .'Lo MISCELLANEOUS FEE RECEIPT
I- 0 VALUATION I 0 DEMOLITION
0 HOUSE MOVING
[7 PARKS AND RECREATION FEE
0 PUBLIC FACILITIES FEE
0 SCHOOL FEE - DISTRICT
Carlsbad
0 Encinitas
0 San Dtego
San Marcos
0 CERTIFICATE OF OCCUPANCY -, n
n
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I- n I
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TOTALFEE $
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'WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, ARE FORFEITED TO THE CITY.
COMMENTS
White - Applicant Yellow - File Pink-. (1) Finance (21 Data Process Gold - Assessor
CITY OF CARLSBAD
R~QUEST FOR REFUND ~-3, 1721 Bruce Road
Vendor No. Various - see attached Account No.
Amount of Refund $1,116.27 Fee Paid For: Building permit
Date Fee Paid: 7/9/86 Fee Paid B~: CGC Construction
Facts supporting R~~~~~~: Area of building was miscalculated. Correct area is shown on
revised permit form and alters fees as shown on photo of original permit.
Name of Applicant: CGC Construction
Address: 2150C Industrial Court, Vista, Ca 92083 727 4726
Street City State Zip Telephone
Signature of Applicant: Date 1/21/87
Dept. Justification:
Rec:
0 Approve 0 Disapprove Date
Finance Investigation: Rec:
0 Approve 0 Disapprove Dept. Head Signature Date 1 City Manager's Action:
City Manager Signature Date 0 Approve 0 Disapprove
2
t DATE APPROVED - DISAPPROVED - IN~PECTED BT. INSPECTED
DATE APPROVED - DISAPPROVED - iubPECTED Br: INSPECTED
Rev. 1188 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilitks PINK: Planning GOLD: Fire
si
FINAL, BU I LDI NG INSPECTION
PLAN CHECK NlhlBER: DATE: 12-23-96
PROJECT NAME:
ADDRESS:
PROJECT NO.:
TYPEOFUNIT: %-STIV~P Pamilv lhelT<nu NUMBER OF UNITS;
-4726 -- CONTACT TELEPHONE: 727 ,- ~
-
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED ~
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED ~
INSPECTED DATE
BY: INSPECTED: APPROVED - DISAPPROVED ___
Costa Real Municipal Water Oistrict JAN.051987 &
COMMENTS: Fw - -_
(6 1 9) 438-3367
Rev. 1/86 WHITE Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK Planning GOLD: Fire
FINAL BUILDING INSPECTION
PROJECT NAME: RRD 3 :1 1
ADDRESS: 1721 dsuce Road
PROJECT NO.: 7 *I 7-& 7 ?h UNIT NUMBER: PHASE NO.: Asdaaar Parcel 30.
TYPE OF UNIT: NUMBER OF UNITS:
CONTACT TELEPHONE: 727-47 2 b
CTED: &uAY APPROVED DISAPPROVED ____
INSPECTED - DATE BY: INSPECTED: APPROVED ~ DISAPPROVED ~
I
INSPECTED DATE BY: INSPECTED: APPROVED ~ DISAPPROVED ~
e
COMMENTS:
t
.-
Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK Planning GOLD: Fire
* ~ 7' I -.< .- I, -4' P
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: I DATE: 13-23-86
PROJECT NAME: BWi11
ADDRESS: 1721 Bruce Road
PROJECT NO.: 727 I 4726 UNIT NUMBER: PHASE NO.:
TYPEOFUNIT: -y QWdkbg-- NUMBER OF UNITS:
AsPrrsosor Parcel NO.
INSPECTED DATE BY: INSPECTED: &&&' APPROVED DISAPPROVED
INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED -
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED -
COMMENTS:
J'
J
Rev. lm WHITE: Suspense BLUE: Water District GREEN: Engineerlng CANARY Utiiltles FINK: Plannlng GOLD Fire
Date: t! 201 87
Prepared by I
iK bvl VALUATION AND PLAN CHECK FEE
PLAN CHECK NO.* c ' q% =-I
BUILDING ADDRESS \-/?+I 'ZSL2LG 32 *
APPLICANT/CONTACT L~LU)~ b~ TL7 w LW PHONE NO. '7~5 "-1739
BUILDING OCCUPANCY 12-3 DESIGNER PHONE
TYPE OF CONSTRUCTION \)--ld CONTRACTOR PHONE
BUILDING PORTION
I
'I
I
Fire Sprinklers
Total Value
0 Bldg. Dept.
OEsgil /I
BUILDING AREA VALUATION VALUE
I@ I I I
Fee Adjusted To Reflect OEnergy Regulations (Fee x 1.1)
OHandicapped Regulations (Fee x 1.065)
L Plan Check Fee $ $
COMMENTS;
8/4/82
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIECO, CA 92123
(6 19) 560- f 468
PPLICANT
I JURISDICTION
JURISDICTION: c&ZL58#Q 0 PLAN CHECKER F! DATE : &/a/&
nFILE COPY
PLAN CHECK NO: 8d-/33 -s ig UPS n DESIGNER U PROJECT ADDRESS : /72/ E~UL~ ZW.
0
0
0
0
n
0
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 are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list and shoulc! 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 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:
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: 'MR. Boq~fi
\
BY: MA L CORPORATION
Dater CITY OF CARLSBAD
Prepared by I
zw VALUATTON AND PUN CHECK FEE
PLAN CHECK NO. scb-/33-r
1 1 OeLJL s449'& 9,m = ';i7 L/Y
I
I
I
Air Condi tionina 1
@ C oiamer c ial
Res id entia1 @
Res. or Comm.
Fire Sprinklers @
I Total Value 237,878 .
0
0
Bldg. Dept.
Esgil
BUILDING ADDRSS /72/ Be%&=
AP?LICANT/CONTACT fld/A/ &W&W PHONE NO. 7.7 931 5d
BUILDING OCCUPANCY E-3 DESTGNER PHONE 'I
TYPE OF CONSTRUCTION v-d CONTRACTOR PHONE
Plan Check fee $ 5uG 70 I/ $
C 0 M MEN TS;
8/1/82
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 200
SAN DIECO. CA 92 I23
(619) S64l-1468
DATE : /
JURISDICTION: CITY OF CARLSBAD
PLAN CHECK NO: g&-/33-z
PROJECT ADDRESS: / 72/ &Od&- PkZ.
FILE COPY
DESIGNER -*..+---*
PROJECT NAME: F/LES P&?5.
O
m
0
0
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 are resolved and checked by building department staff.
The plans transmitted herewith have significant 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. Esgil Corp. until corrected plans are submitted for recheck. 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:
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: Telephone #-
REMARKS :
ENCL: TLI+MS BY:
ES~IL CORPORATION
.
Date plans received by jurisdiction:
Date plans received by Bsgil Corporation:
Date initial plan check completed:
Applicant contact person:
Plan Check is limited to technical requiremnts
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code,
National Electrical Code and state laws
regulating energy conservation, noise
attenuation and access 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 Depsrtment or other departments.
Present California law mandates that
residential construction comply with Title 24
and the following model codes:
1982 UBC (aff. 7/1/85)
1982 UPC (eff. 10/1/85)
1984 NEX (eff. 10/1/85)
1982 Urn: (eff. 3/1/85)
above regulations apply
construction, regardless of
adopted by ordinance.
to residential
the code editions
The circled iteans need clarification,
modification or change.
satisfied before the plans will be in
conformance with the cited codes and
regulations.
Building Code, the approval of the plans does
not permit the violation of any state, county
or city law.
All items have to be
Per Sec. 303 (c) , 1982 Uniform
To meed UD the reche ck DlOCBS 8. note on thiq
list or a CODY) where each correction
been addressed i . e .. ~lan shee t. SDeCifi CatiOQ
etc. Be sure t o enclose the marked UD lis t
when Mu sulnuit the revised ~lan~.
Carlsbad List 10, Single Family Dwelling and Duplex With All Supplements
1
3/25/86
Please make all corrections on the original
and submit two new sets of prints, and
aay original plan sets that may have been
mturned to you by the jurisdiction, to:
@ \
Esgil Corporation, 9320 t%uqxde Drive,
Suite 1208, San Diego, California 92123,
(619) 560-1468.
Please make all corrections on tl;e 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:
Ibe jurisdiction's building department.
Indicate on the Title Sheet of the plans, J ths llge of the legal owner and name of person
responsible for the preparation of the plans.
Section 302 (a) 7.
Plans, specifications and calculations shall
be signed by a California state licensed
plrofessions code).
P engimea or architect. (California Business and
Specify on the Title Sheet of the plans the
gross floor area of each element of this project
including dwelling, garage, carport, patio, deck
and balcony. Section 302 (c).
P
Provide a statesmnt on the Title Sheet of
plans that this project shall comply with
Title 24 and 1982 UBC, UMC, and UPC and 1984 m.
Le 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 slapas and approximate finish floor
elevations for all structures and show
elevations at all lot corners.
Sectian 302 (c).
Subait fully dimensioned plot plan drawn to
,d Indicate distance from center line of street
or alley to property line and distance from
property lines to proposed build-.
Section 302 (c) .
B. p Walls closer than 3 feet to property lines
shall be one-hour rated constm%ion, have no
openings, and shall have 30 inch parapets when
the building floor ar- exceeds 1,OOO square
feet on any floor.
(Table 5. A. Section 1709 (a)).
f. Projections, including eaves, may not
extend more than 12 inches into the 3 foot
setback from the property line.
required windows shall be not less than 30
inches from the side and rear property lines.
Section 1710 and Section 504 (a) and (b).
Eaves over
+. 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. #. hjections, including eaves, shall be
om-hour fire-resistive constxuction, heavy
timber or of noncombustible material if they
project into the 3' setback area from the
property line. Section 1710.
Show location of permanently wired smoke P detector, centrally located in corridor leading
to sleeping rooms or above stair if sleeping
toams are on upper level.
$. A smoke detector shall be installed in the
basement of dwelling units having a stairway
which opens from the basement into the dwelling.
Such detector shall be connected to a sounding
device or other detector to provide an alarm
which will be audible in the sleeping mea.
Section 1210.
Section 1210.
2
3/25/86
Habitable rooms, other than kitchens, shall tiJ ontain at least 70 square feet of floor ara.
Section 1207 (b).
Window area amst be at least 1/10 of the
Section 1205 (a). Appears to be deficient in
J floor area and a minimm of 10 square feet per
Openable window area in habitable 1001118 r/ must be 1/20 of the flwr area and a minimum of
J open and have an opening not less than 25 sq.
5 square feet.
similar rooms 1/20 of area is required and
miniPrrm is 1.5 sq. ft. (Section 1205 (a)).
In bathrooms, laundry rooms and
At least 112 of the cOmmOn wall must be
ft. if light and vecrtilation is being supplied
frcm an adjacent room. / Requir%d Mows -11 not open into a
roofed porch unless ths ceiling is at least 7
feet and the longer side is at least 65% open.
Section 1205 (a).
20
providing five air clumps per hour in
bathrooms, water closet -ts, laundry
rooms and similar roopg if required openab e
windows are not provided. Section 1205 (a).
Section 1205 (a).
Provide mechanical ventilation capable of d P
. Ro habitable room, other than a kitchen, ;I.A shall be less than 7'011 in any dimension.
L Section 1207 (c).
show that ceiling height €or habitable
is a mininum of 7'6". Section 1207 (a).
Show ceiling height for laundry rooms, k llways, corridors, d batbrooms is a minisam
of 7'01*. Section 1207 (a).
Dimension on the plans, the 30" clear width
for water closet compartments and 24" clearance
in front of water closet.
Section 511 (a).
P
. Specify safety glazing for glazing in
Ld- locations such as glass doors, glazing
adjacent to such doors and glazing adjacent to
walking surfaces. Section 5406.
j$ Glazing, in the same wall plans as a door,
must be safety glazing if within 12" of the door
and less than 60" above the walking surface,
unless the glazing is leaded on faceted glass.
Section 5406 (d) 7.
Glazing in shower and tub enclosures shall
including windous within 5 feet of tub or
# sleeping rooms all have a window or
Sill height
The
exterior door for emrgency exit.
shall not exceed 4U1 above the floor.
window lust have an openable area of at least
5.7 square feet with the ' * openable width
20" and the minimum openable height 24".
Section 1204.
A mezzanine is an intermediate floor and
have a flwr area exceeding 33 113
percent of the total floor area in the room
below.
height of 7 feet, above and below, and must have
the long side open to the room below except for
posts and protective walls or railings not
exceeding 42" in height.
The mezzanine floor must have a clear
Section 1716.
Iha loft you show does not canply as a
d-ine floor and is, by Uniform Building Code
definition, a story. Section 1716.
3
3/25/86
D. -= -= AllD # Floors above the second story shall have
not less than 2 exits. L 36" in width and not less than 6'8" in
height, and shall be capable of opening at least
90 degrees. Section 3304 (e).
Section 3303 (a).
Required exit doorvays shall be not less
Rrovide 36" high protective railing for
porches, balconies, and open sides of stair
less than 6". Section 1711.
P landings. openings between railings shall be
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. P
Provide stairway and landing details.
dtion 3306 (b) & (e).
a. Max- rise 8" and minimrnn run is
9" .
b. headroom is 6'6"s
c. MMmm width is 30".
@. handrails per Section 3306 (j) , shall
/satisfy the following:
a.
b.
C.
Provide handrail for stairways with 4
or more risers.
BMdrail shall be 30" to 34" above the
nosing of treads.
llhe handgrip portion of handrail shall
be not less than 1 114" nor more than
2" in cross-sectional dimension.
(See attached).
,k 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
direction of stairway travel, to less than
one-balf the required width of the stairway.
Section 3306 (8).
&may provided the top step is not more than
7 1/2" lower than the floor level.
Section 3304 (h).
A door may open inward at the top step of a
Provide details of winding stairway
with Section 3306 (a):
a. Minimrtm tread is 6 inches at any point
and minimum 9 inches at a point 12
inches from where the treads are
narrowest.
b. Max- rise is 8 inches.
c. Minimum width is 30 inches.
)#f Provide spiral stairway details, per
Section 3306 (f):
a. Minimum run is 7 112 inches measured
at a point 12 inches from where the
treads are the narrowest.
b. Hsxiwrm rise is 9 112 inches.
c. Mininum headroom is 6 feet 6 inches.
Spiral stairways may not be used for & exits when the area served is greater
thau 400 sq. ft. Section 3306 (f).
4
3/25/86
Spiral stairways must have a clear walking
&e of 26 inches between the column and
handrail, show dimension. Section 3306 (f).
Provide I.C.B.O. Read Report and Number
or metal staimay, or suhit plans and
calculations and approved fabricator registered
with the building department or note that the
stairway fabrication shall be done under special
inspection per the approved fabrication plans.
Section 306 (a) 4B and Section 306 (f) .
In buildings over 2 stories in height,
openings in the exterior wall below or within 10
feet horizontally of an exterior stairway.
exit balcony with 2 separated stairways is
exempt. Section 3306 (1).
314 hour fire-rated assemblies for all
An
Exterior stairways shall not project into
3 foot setback fm 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).
Specify roof slope. P 49. Roof slope is not adequate for roof type
specified.
/
Table 32-B; Section 3203 (h).
/ specify roof material and application.
Chapter 32.
Specify I.C.B.O. or U.L. approval number
title, etc., Section 107.(r1Wi3a&~clu SwwG-)
roof materials not covd in U.B.C., e.&,
1 The maximum slope for a fire retardant
built-up roof, with rock or gravel surfacing, is
3 inches in 12 inches, Section 3203 (e) 2.
The minimum slope for a fire retardant
kt-up roof, with cap sheet surfacing, is 112
inch in 12 inches. Section 3203 (e) 3.
Specify minimrtm 114 inch per foot roof
for drainage or design to support
accumlated water. Section 3207 (a), Section
2305 (f) and Section 2511 (d) 6.
show roof drains and overflows.
Provide skylight details to show compliance
Sections 3401 and 5207 or provide I.C.B.O.
approval numh.
Plastic skylight mst be separated from
each other by at least 4 feet.
Section 5207 (a) 6.
Show attic ventilation. HM~mnn vent area
dl/lSO of attic area or 1/300 of attic area if
at least 50% of the required vent is at least 3
feet above eave vents or cornice vents.
required area and area provided.
Section 3205 (c) .
Show
;.6. Provide fireplace construction details or
note construction to be per attached fireplace
standard drawing. Chapter 37.
Show veneer support and connections in P Seismic Zones 3 and 4, comply with Section 3002,
4, 5, 6, and Section 2515 (a) regarding ties and
#9 wire in horizontal joints or show
construction to be per attached sheets
30-1 or 30-2.
5
3/25/06
Show height and construction details of all
onry walls. Chapter 24.
Note that cleanout openings shall be f- rovided at the bottom of all cells to be grout
filled over 4' in a single pour. Cleanout shall
be sealed before pouting, after inspection.
Section 2414 (a) 8.
dl*. Connection shall mist 200 pounds per
lineal foot or the actual design load, whichever
is greab3r. Cross grain tension or bending in
wood ledgers is not permitted.
Section 2312 (3) 3. A.
Show floor and roof connections to masonry
. Provide details for damp proofing the
useable space exists on the interior side of the
walls. Section 1707 (d) .
Y foundation walls, below finish grade, where
. Show a mininuan 2" air space and flashing f between planter and building walls.
Section 2516 (c) 7.
,Jd Openings between carport and residence
require self-closing doors and stationary
windows. Section 1214.
Show garage framing section, size of header
over garage opening, lateral cross bracing at
holddowns if required. wter 23.
7 plate line, method of bracing garage front, and
NOTE: Maximum shear panel ratio of height to
width is 3 1/2 to 1. Table 25-1.
Doors may open into the garage only if the f loor or landing in the garage is not more than
tf ter heater, or other device in the garage,
1/2" lower than the door threshold.
Section 3304 (h) .
Provide an 18" raised platform for any FAU,
which may generate a flame or spark, UMC Section
508, UPC Section 1310 (a).
+ per soils report, note on the plan the
soils classification, whether or not the soil is
expansive, and note the allowable bearing value.
Saction 2905 (c) .
$4/. l'he foundation plan does not comply with
the soil report reconrmendation for this project.
Please review the report and modify design,
v
Garage requires one-hour fire protection on
garage side of walls and ceiling comon to
dwelling. Table 5. B. Section 503 (a).
All elements supporting floor above garage,
6.
the
- Lluding walls supporting floor joists, to have
one-hour fire-resistive protection on the garage
side. Section 503 (a).
notes and details as required to show
cqliance.
Provide notes on the foundation plan
foundations, slab and building pad preparation.
Show 1 318" solid core self-closing door ;6. isting the soils report tecomendations for /. for openings between garage and dwelling.
Section 503 (d).
Garages are not permitted to open into a P room used for sleeping puxposes. Section 1104.
6
3/25/86
'She sa--i report reconmends excavations be ;r' eviewed 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:
1. the huilding pad rn prepared in
accordance with the soils report;
2. the utility txemchm hwe been
properly backfilled and compacted,
and;
3. the foundation excavations, formings
and reinforcements comply with the
soils report and approved plan".
Show height of all foundation walls.
ter 23.
Show height of retained earth on all
k
8 oundation walls. chapter 23.
If cut or fill slopes exist, show distance P of foundation to edge of cut or fill slopes and
show steepness and heights of cuts and fills.
chapter 29. / Note on plans that wood shall be 6"
miniprn above finish grade.
Section 2516 (c) 7.
2. Note on plans that surface water will drain
away from building and show drainags pattern and
key elevations.
d
Section 2905 (f) .
f Dimension foundation per U.B.C. Table 29A:
rted* Stemwau Debm
Floors
1 6" 12" 12"
2 8" 15" 18"
3 10" 18" 24"
jd show foundation sills to m pressure
treated, or equal. Section 2516 (c) 3.
Show foundation bolt size and spacing.
Specify size, I.C.B.O. number and
manufactuter of poWar driven pins.
and end distance and spacing.
Section 306 (f).
show edge
If required by structural calculations,
size, imbednmt and location of hold down
anchors on foundation plan.
jd. 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.
Section 2312 (f).
show adequate footings under all bearing
shear walls. Section 2907 (b).
show on the elevations, stepped footings
steeper than 1:lO.
Section 2907 (c).
show minimum 18" clearance from grade to
clearance to bottom of girders.
Section 2516 (c) .
@. slow pier size, spacing and depth into
undisturbed soil. Table 29-A.
Show minimum underfloor access of 18" x
Section 2516 (c) .
.
to 1 sq. ft. for each 150 sq. ft. of underfloor
area. Openings shall be as close to corners as
practicable and shall provide cross ventilation
on at least two approximately opposite sides.
Section 2516 (c).
Show minimum underfloor ventilation equal 7
*oundations may support a roof in addition to
the floors. Where only a roof is supported, use
foundation for one floor.
7
3 125 186
Specify that posts embedded in concrete P( shall be pressure treated per UBC Std. No. 25-
12. Section 2516 (c).
Show wall bracing. Every exterior wood
braced at each end at least every 25 feet of
length with 1 x 4 diagonal let-in braces or
equivalent. Section 2517 (8) 3.
pf. Note cross bridging or blocking. Floor
joists and rafters 12" or more in depth shall be
supported laterally by bridging at intervals not
exceeding 8 feet, unless both edges are held in
line. Sec. 2506 (g).
# Show blocking at ends and at supports of
floor joists, and for rafters at exterior walls.
Section 2517 (d) 3.
fl Show solid blocking at ridge line and at
exterior walls on trussed roofs.
Section 2506 (g), Section 2517 (h).
Jd Show double joists. Floor joists shall be
doubled under bearing partitions mnning
parallel with the joists. Section 2517 (d) 5.
. Beating partitions, perpendicular to
girders, beams, walls or partitions, more than
the depth of the joist. Section 2517 (d) 5.
show rafter ties. Rafter ties shall be
just above the ceiling joists, where rafters and
ceiling joists are not parallel.
Section 2517 (h) 4.
show rafter purlin braces to be not less
than 45 degrees to the horizontal.
Section 2517 (h) 5.
.
trusses.
designed).
# Show double top plate with minimum 48"
lap splice. Section 2517 (g) 2.
zle 25-Q.
Show 1/2" minimum clearance between top P plate of interior partitions and bottom chord of
(To ensure loading will be as
. Show nailing will be in compliance with
#. locations per Section 2516 (f):
&ow or note fire stops at the following
a. 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.
b. at all interconnections between
concealed vertical and horizontal
spaces such as occur at soffits, drop
ceilings and cove ceilings;
c. in concealed spaces between stair
stringers at the top and bottom of the
M and between studs along and in
line with the nm 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
levels, with noncombustible
materials.
)0d Show stud size and spacing. Heximum
allowable stud heights; Bearing wall:
2 x 6 IMX. 10'; Non-bearing:
x 6 IMX. 20'. Table 25-R-3.
2 x 4 and
2 x 4 nu. 14', 2
Studs supporting two floors, a roof and
mst be 3 x 4 or 2 x 6 at 16" O.C.
Table 25-R-3.
8
3/25/86
Note an A.I.T.C. Certificate of Compliance f or glued laminated wood members shall be given
to the building inspector prior to erection.
Section 306 (f).
. Detail all post to beam and post to
footing connections and reference the detail to Y the plan. Section 2516 (m).
Detail shear transfer connections, P including roof and floor diaphraps, to shear
walls. Section 2513.
Specify nail size and spacing for all 7 shear walls, floor and roof diaphragms.
Indicate required blocking. Maintain maximum
diaphragm dimension ratios.
and Section 4713 (d).
(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 trurrs
calculations for this project.
lJd Provide roof framing plan and floor
framing plan. Section 302 (a) 7.
Provide framing sections through y
Section 320 (a) 7.
@ specify all ~er sizes for opening over
4' wide.
@ Provide calculations for main vertical and
Section 302 (a) 7.
Section 2517 (g) 5.
/horizontal framing members and post footings.
Provide calculations for lateral loads,
shear panels, shear transfer and related.
Section 302 (9) 7.
@ requirements developed in the structural
calculations.
sow on the plans all structural
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.
7
Individual concrete or masonry piers shall P project at least 8 inches above exposed ground
unless the columns or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (c) 4.
. Show location of attic access with minirmum
size 22" x 30". Section 3205.
. Show draft separation for attic areas
P
units in a duplex. Section 2516 (f).
Wood stud bearing walls, with studs at 24"
.c., require 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 (e) 2.
f. specify plywood grade and panel
identification index. Table 25-N.
When roof pitch is less than 3:12, design
Section 2517 (h).
If foundation cripple wall studs are less
ridge as a beam. F
14" framing shall be solid blocking.
Section 2517 (g) 4.
9
3/25/86
Cripple wall studs exceeding 4 feet in
shall be 3 inch by 4 inch or 2 inches by
6 inches when supporting 2 stories.
Section 2517 (g) 4.
f. Show plywood sheathing over exposed eaves,
or other weather exposed areas, is exterior
grade. Section 2516 (8) 3.
Show a we- screed at the foundation plate
on all exterior and stud walls to be
stuccoed. Section 4706 (e).
Show corridor width to be minimum 36".
ection 3305 (b).
l/ Specify truss layout for 30" x 30" attic
access.
Ridges, hips, and valleys shall be at
east one size larger than supported rafters.
Section 2517 (h) 3.
In open beam construetion, provide strap
across the beam8 at the ridge support.
Section 2501 (b).
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.
Show source of combustion air to furnace,
er Chapter 6, UMC.
Every dwelling unit shall be provided with
temperature of 70 degrees F. at 3 feet above the
floor in all habitable rooms.
compliance. UBC, Section 1211.
f
/ heating facilities capable of maintaining a room
Show basis for
lf Show minimum 30" deep unobstructed working
I/ Note on plans, clearances to be per
manufacturer's listing. Section 504, UMC.
1.. F'uxnace shall not be installed under any
lyf. Furnace shall not be installed in any
bedroom, bathroom 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.
pace in front of furnace. Section 505, UMC.
stairway. section 704, UMC.
Show I.C.B.O. approval number for prefab
Xplace.
Show access to the attic or underfloor 9 urnace to be minimum 30 inches by 30 inches.
Section 708 & 709 UMC.
Note that passageway to the attic furnace 2 11 be unobstructed and have continuous solid
flooring not less than 24 inches wide.
Section 708, UMC.
Show permanent electrical outlet and ;y/ ighting fixture controlled by a switch for the
attic furnace. Section 708, UMC.
;d or furnace under the floor, or Section 710 for
roof or outside furnace.
Show details to comply with Section 709
Note on plan: Gab 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.
7
10
3/25/86
I
All wiring shall comply with the National
Electrical Code.
. Show on the plan the amperage of the
service, the location of the service
panel and the location of any sub-panels.
show location of all electrical
Electrical receptacle locations and/or
ding is not adequate in
. Show at least one convenience outlet other 2 outlets for laundry, etc., outdoors, in
g8rage~ and basements. NEC, Art. 210-52.
Note coxtvenience outlets in bathrooms,
than for laundry and similar equipment) shall be
GFI protected, NEC, Art. 210-8.
Note electrical system ground to be
provided per NEC, M. 250-81.
Show water heater size, type and location
Show source for providing combustion air
in an enclosure are used, at least one-half of
the requirsd opening area shall extend into the
upper twelve inches of the enclosure and
one-half within the lower twelve inches.
UPC, Section 1307.
Fuel combustion water heater shall not be 2f talled in bath or bedroom or in a closet
opening into bath or bedroom.
UPC, Section 1309.
Provide adequate barrier to protect water
frm vehicle damage. UPC, Section 1310.
Show T and P Valve on wateir heater and / show route of discharge line to exterior.
UPC, Section 1007 (e). z Section 1903.
Provide dryer vent to outside.
. Note on the plan that hose bibbs and lawn 7 sprinkler systems shall have approved baclrflow
prevention devices. UPC, Section 1003.
#. Shower stall shall accommodate a 30"
circle and have a minimum floor area of
1,024 sq. in. UPC, 909 (d).
Show details of duplex colllpon (party)
and floorlceiling assemblies to achieve a
Transmission Class (SIC) rating in walls
decibles and on Impact Insulation Class
rating on floorlceiling of 50 decibles.
25.
Show how penetrations of assemblies for
$iping, electrical devices, recessed cabinets,
bathtubs, soffits, or heating ventilating, or
exhaust ducts shall be sealed, lined, or
insulated to maintain required sound
transmission rating. Title 25.
Provide insulation in walls and ceiling to
eve Sn: of 50 between garage and living area
if garage use is not controlled by resident.
Title 25.
11
3/25/86
State regulations (California Admin. Code)
require that the design satisy one of the
attached alternative energy padrages or submit
calculations. The law also requires that my
mMdatory conservation items be satisfied.
167.
requitgd elements of the alternative ermrgy
package that was selected, and next to each
eleoent show how you are complying with each
element. If calculations were used, provide
similar data on the plans.
168 Ihe plan sheet showing the required
elements of the selected energy package, and
listing the design elements shoring compliance
with that selected package, must be signed by
essional either the owner or a Jicensed orof
i.e., architect, engineer or contractor. A
design professional must note his/hez state
license number. Section 1403 of Title 20.
Show on the Title Sheet of the plans, the
P
169. Show on tbs plans the "R1' value for the
walls, floors, ceiling and related areas.
170.
on Glazing Schedule.
Show double glazing as per Energy Design,
171. Show on the plan how shading requirements
are satisfied.
172. Ihe plans are not in compliance with the
ene~gy consemration compliance package selected
or design calculations provided. Show on plans
conformance 88 follows:
Specify on th dinn ~lan~ all of the
Zatory energy cLZtion requirements as
listed on the enclosure titled, 9lmdatoly
Consemation Reauirements" .
. Show the size, type, 6, model and
system and provide heat loss calculations if the
output BTu/Hr. exceeds 45,000.
7 location of the space heating (or cooling)
0. CARmBAD S.P.D. & MJPIJ5
175.
Zone 7 . See attached energy packages.
Energy conservation design should be for
9. Floor drainsmust
(city policy).
Note exhaust fans
have auto-prime
cannot be ductless type
178. New residential units must be pre-plumbed
for future solar water heating. Note "two roof
jacks must be installed" where the water heater
is in the one story garage and directly below
the most south facing roof
(City Ordinance No. 8093).
Note t8two 3/4" copper pipes nust be
panel location when the water heater is not in a
one story garage and is not directly below the
most south facing roof.
(City Ordinance No. 8093).
to the most convenient future solar
. All piping for present or future solar
heating wrst be insulated when in areas
that are not heated or cooled by mechanical
means (city policy).
Incorporate the waterproofing details, on
&attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall(s) .
. Show on the Title Sheet on the plans, the
required by the attached
Developmental Services Sheet MX%68& 1( 2 383
. All new residential buildings, including
&ions, require a soils report. Please
submit two copies.
Heavy timber framing, mininum 6" x 10"
and lsinimrrm 8'' x 8" post, for the
structural beam and colrmpn 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 ~B~sU).
The City of Carlsbad has contracted with Esgil
Corporation located at 9320 Chesapeake Drive,
Suite 208, San Diego, California 92123;
telephone numtmr of 6191560-1468, to perform the
plan check for your project. If you have any
questions regarding these plan check items,
please contact TIP4
at Esgil Corporation.
regarding City Building permit procedures,
please contact Carter Darnell at the City of
Carlsbad, 1200 Elm Avenue,
telepaOne 6191438-5525.
If you have any questions
1.
2.
All heating, ventilating, air conditioning, and water heating equipment shall meet all of the
requirements of the Appliance Efficiency Standards and shall be certified by the California Energy
Commission.
A two stage thermostat, which controls the supplementary heat on its second stage, shall be
provided for heat pumps.
Thermostats shall be equipped with an automatic setback, which the building occupant can program to
automatically set back the thermostat twice in 24 hours.
Equipment which requires preventive maintenance to maintain efticient operation shall be furnished
with complete necessary maintenance information.
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.
Storage type water heaters and storage and backup tanks for solar systems shall be externally
wrapped with R-12 insulation or greater.
The five feet of pipe closest to the water heater, if outside conditioned space, shall be insulated
with a minimum of R-3.
piping outside the building envelope shall be insulated in accordance with T20-1406(d).
tamps 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 Commission.
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 post. a signed certificate...Section.27&
(All Occupancies). After installing insulation, the installer shall post in a conspicuous location
in the building a certificate signed by the installer and the builder stating that the installation
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.
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.
For infiltration control all openings and penetrations must be caulked and sealed, such as around
windows, at sole plates, and openings for utility pipes and wires.
Steam and steam condensation return piping and recirculating hot water
Insulation Certificate
The certificate
FO~ EM 3/5/86
CITY OF CARLSBAD
Table 7. Alternative Componenc Packages, Clfmace Zone 7
P 30
11
SA
HA
Building Ueasute
30
11
2.5 3.5
INSULATION R-VALUE HINIHUI
Cefli ng Uall
qeavy' Uall
Zight Mass" Wall
Slab Floor Perimeter
Xafsed Floor
19
11
2.5 30s
ATPICJ
NR
NA
RE
I .6
20
NA
NR
NR Nx
ANR
NR
2s
NR
NR
!lR
9N
GLAZING
nrlllmum U-value
ELa2imma Total Area X
Marimtnn Total Noasouth
Xiaham Total South
&ta f
Area X
NR
m
NR
NR
NR m
1s
NR
SEADIE COrnfCIENT South-facing Glazing
West-facing Glazing
North-faciag Glazing
East-f acing Glazing
6.4
'h
NIZ NR
XR
SO
NR NR
NR
YES
LEQ
TBEBHIU, MASS EQUIVALENT
3 Slab Floor Exposed'ke
ANR
NR NR
25
NR
NR
NR
MIL
2.5 NO
REQ
IBFILTBBTION CONTROL
Coatiauous Barrier , Electrical Outlet Plate
Gaskets MrTo-Alr Heat Exchanger
NR
NR
HIN
2.5 NO
GQ
SPACE BEATING SYSTa
Gas Furnace Seasonal
Efficiency X Heat Pump ACOP
Elect rlc Resistance1
SPACE COOLING SYSTM
4C or Heat Pump SEER
UAlER HEATING SYSTM
Cas, Yeat Pump or Solar
Solar with Cas Backup with Any Backup
-
1 I
I!
1:
2, 4,
HI
11
!a
L.
iR
i.
IR
IR
R
R
0
R B
R
IE
I .r NO
w
11
YB
.6
14
IA
rR
IR
R
R
B
R
B
R
R
ras
2.5
NO
REP
I" NR
1.
'14
NA
,vB
NR NR
NR
HR
NR
NR
NR
NR
UN 2.3
110
LEQ
Package Deslgniacfon
119 lNR lHR
20
NA
NR
NR .3(
NR NR
5
!m
!aR
!lR
11 N
t 05
JO
EQ
/REQ XE
.65 .6
20
LYA
I.
24
NR
AYR
m NR
NE(
ANR
25
m
NR
IR
q13
2.5 vo
LEQ
19 19
W NR
.65 I.
20
NR
m
NK NR
NR *m
20
NR
M
!?R
UN
2.5
30
:EQ
.65
JB
I.
i.
m
IR iB
B
B
R
It
R
YES
W
C-70 ACP
Appendix B
1-9
ll(U \e5
Table 17. Notes Pot Tables 1 through 16
-
LEG-: NB = Not required, N/A = Not applicable, REQ = Required, 'HIN = efficiencies required by Section 2-5306 of the
regutattoo. NO = Beating system type not dloved, 'IES = Beating apt- type dloved.
4" brick Concrete block 90 pcf Concrete block 140 pcf
Climate Slab axposed block density, block density, solid Zone Floor X one side gr outed grouted 4" 6' 4- 6"
15 21 18 17 14 13
20 28 24 22 18 18
7 2s 35 30 28 23 22
3*' flb.narrer an attic is required, it nmst cover at least thrae-quarters
(3/4) of the ceiling area over conditioned apace and be vented.
7. In alternative component packages which rquire thermal mass (other than
Package A), the specified percentage of aass must be directly exposed to the conditioned space. to
the conditioned space. To determine the floor area, count ouly the first
floor in conditioned areas. Uncarpeted first floor areas, such M
linoleum or tiled entry vays, Ucchens, bathrooms, and utility closets
may rll ba counted .towards this requirement.
To decerrPine the floor area directly exposed
8* Thermal mas8 required for Packages E,1,2,3 and 4 mst be either
equivalent to 8 slab floor covering oue-fourth (25 percent) of the floor area vlth a thickness of at least 2 inches and a volumetric heat capadtg
of 28 Btu/ft3 'F (see below for surface area of materials examples) or
provide the minimum total -9s capacity listed in Table 17 of Appendix h (use the Point System to calculate the mass for other materials).
I
11. For Packages 5 and 6'electric resistance and radiant heating systems ahall have fwo or more separately controlled zones in each dvelling
uait.
ONELOPMENTAL
SERVICES
BUlLOlNQ OEPARTMENT
THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS
FOR YOUR SINGLE FAMILY OWELLING
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 ail 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
c
WILDING PORTION BUILDING AREA
i
VALUATION VALUE MULTIPLIER
Date I CITY OF CARtSBAD
Prepared by I
VALUATION AND PUN CHZCK FEE
Air Conditioning I
@ Commercial
Res iden t ial @
@
Res. or Corn.
Fir e Spr ink1 ers
i
a Bldg. Dept,
0 Esgil
PLAN CHECK NO, 2b-/33-r
BUILDING ADDRSS /7z/ L%?bG.F 5kz*
AP?LICANT/CONTACT -&/A/ &W&3 PHONE NO. 727 77 49
BUILDING OCCUPANCY E-;? DESIGNER PHONE ’1
TYPE OF CONSTRUCTION v-d CONTRACTOR PHONE
Fee Adjusted To Reflect O€nergy Regulations (Fee x 1.1)
OHandicapped Regulations (fee x 1.065) ’
Building Permit fee $ 7 78; 00 4’ s
Plan Check Fee $ 505 7Q s
.- . . -. .. .-- __I. .. .
3- wkg PLAN CHECK NUMB ADDREESS 178 / & DATE
PLANNING
SCHOOL FEES: SAN DIEGUITO ENCINITAS
CARLSBAD gjcse f+ SAN MARCOS
SETBACKS: FRONT 0L.C SIDE Or/L_ REAR
DISCRETIONARY ACTIONS:
REDEVELOPMENT PERMIT REQUIRED: E$\ &
LANDSCAPE PLAN COMMENTS: .
ENVIRONMENTAL REQUIRED: uu& fiCG &~~r-l% 1 Gln oc)* ,
- ADDITIONAL COMMENTS:
1;
;*
DATE :a ' OK TO ISSUE:
I I
a ENGINEERING
- LEGAL DESCRIPTJON VERIFIED? AA&p APN CHECKED?- v
P.F.F.: N /A PARK-IN-LIEU QUADRANT: ", FEE PER UNIT:
RIGHT-OF-WAY: 0 (( TRAFFIC IMPACT FEE PER UNIT:
EASEMENTS: /nern~, A DRIVEWAY:p -&?
IMPROVEMENTS: -
PE2.&:3/ ,
- - GRADING PERM1;:fJe &nv@&&Q Q-
GRADING COMPLETION CERTIFIED:AZ&? 6 - --
B ADDITIONAL COMMENTS:
h -
OK TO ISSUE: DATE: h/s/86.
DPD2 : DPD6 : 01 /86
!
SOUTHERN CALIFORNIA SOIL AND TESTING. INC
6280 RIVERDALE 5T. SAN DIEGO. CALIF. 92120 TELE 280-4321 P.0. EOX 20627 SAN DIEGO. CALIF. 92120
74-831 VLLlE WAY PALM DESERT, CALIF. 92260 TELE 346-1078
679 ENTERPRISE ST. EBCONDIDO, 'CALIF. 91025 TELE 746-4544
December 19, 1985
B. A. Worthi ng
Post 0ff.i.ce Box 1041
Carl sbad, Cal i fornia 92008
SCS&T 8521 118
Report No. 2
Attention: Henry Tubbs
SUBJECT: Report of In-Place Density Tests, Lots 3, 6, 7 and 8, Map 10870,
YI Bruce Road & Park Drive, Carlsbad, California.
Reference: Report of Geotechnical Investigation, Lot 3 and 6 - 8, Map
10870, Bruce Road and Park Drive, Carlsbad, California, by
Southern California Soil & Testing, Inc., dated June 6, 1985.
Gent1 emen:
In accordance with your request, this report has been prepared to present the
results of the in-place density tests performed on the prepared natural ground,
recompacted embankment, and retaining wall backfill at the subject site by
Southern California Soil & Testing, Inc.
November 1 and December 18, 1985.
These tests were performed between
AVAILABLE PLANS
To assist in determ ning the locations and elevations of our field density
tests and to define the general extent of the site grading for this phase of
work, we were provLed with a grading plan prepared by Toal Engineering, Inc.,
dated October 25, 1985.
SOUTHERN CALIFORNIA SOIL AND TESTING, INC.
I
SCS&T 8521118 December 19, 1985 Page 2
SITE PREPARATION
Prior to the placing of embankment, the existing loose artificial fills and
native soils were removed down to firm natural ground and stockpiled onsite
for future use.
or structural loads, with the exception of fills which lie beneath existing
roadway pavements. The native medium dense to dense sandy subsoils exposed
at the bottom of the removal areas were then scarified to a depth of approx-
imately 12 inches, watered to slightly above optimum moisture content, and -
recompacted.
then placed in six to eight inch lifts, watered to at least optimum moisture
content, and compacted by means of a sheepsfoot roller and heavy construction
equipment .
These removals were performed in all areas to receive fills
Fill soils, taken from the stockpiles and onsite cuts, were
FIELD TESTING
Field density tests were performed by a representative of Southern California
Soil & Testing, Inc. as the grading work was in pyogress.
were taken according to A.S.T.M. Test 1556-74 and the location and results of
those tests are shown on the attached plates. The locations and elevations
of the in-situ tests were determined in accordance with their importance and
the accuracy and proximity of the survey control provided by other than
Southern California Soil & Testing, Inc. representatives.
noted, their locations and elevations were determined by pacing and hand level
methods and should be considered accurate only to the degree implied by the
method used.
The density tests
Unless otherwise
LABORATORY TESTS
Maximum dry density determinations were performed on representative samples of
the soils used in the compacted fills according to A.S.T.M. Test 1557-78,
Method A.
mold of 1/30 cubic foot volume be used and that the soil tested be placed in
five (5) equal layers with each layer compacted by twenty-five (25) blows of a
10 pound hammer with a 18 inch drop. The results of these tests, as presented
on attached plates, were used in conjunction with the field density tests to
determine the percent of relative compaction of the compacted fill.
This method specifies that a four (4) inch diameter cylindrical
SOUTHERN CALIFORNIA ,SOIL AND TESTING. INC.
SCS&T 8521118 December 19, 1985 Page 3
CONCLUSIONS
Based upon our field observations and the in-place density test results, it
is our opinion that the grading work was performed substantially in accord-
ance with the recommendations contained in the referenced Report of Geotech-
nical Investigation.
This report covers only the work performed between October 31 and December
:lo, '1985. Additional testing will be required for retaining wall backfills
and utility 'trench backfill located under areas to be paved or within five
feet of the proposed structures.
As limited by the scope of the services which we agreed to perform, our
opinions presented herein are based on our observations and the relative
compaction test results. Our work was performed in accordance with the
currently accepted standards of practice and in such a manner as to provide
a reasonable measure of the compliance of the mass grading operations with
the job requirements. No warranty, express or implied is given or intended
with respect to the services which we have performed, and neither the per-
formance of those services nor the submittal of this report should be con-
strued as relieving the grading contractor of his primary responsibility to
conform with the job requirements.
If you should have any questions after reviewing this report, please do not
hesitate to contact our office.
service is sincerely appreciated.
This opportunity to be of professional
Respectfully submitted,
SOUTHERN CALIFORNIA SOIL & TESTING, INC.
Charles H. Christian, R.C.E. #22330
CHC/DH/rr
cc: (5) Submitted
(1) SCS&T, Escondido
SOUTHERN CALIFORNIA SOIL AND TESTING. INC
12-19-85 DATE - 2
TEST N 0.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
DATE
11-1-85
11-1-85
11-5-85
11-5-85
11 - 6-85
11- 6-85
11-6-85
11-6-85
11-6-85
11-6-85
11-8-85
11-8-85
11-14-85
11 - 14-85
11 - 14-85
11-14-85
11- 14-85
11-21-85
11-21-85
11-21-85
11 -22-85
11-22-85
11-22-85
12-4-85
12-6-85
LOCAT ION
Lot 8
Lot 8
Lot 8, Retaining Wall
Lot 8, Retaining Wall
Lot 8
Lot 8
Lot 8
Retest of #3
Retest of #4
Lot 3
Lot 8
Lot 8
Lot 8
Lot 8
Lot 8
Lot 8
Lot 6
Lot 7, Retaining Wall
Lot 7, Slope
Lot 7
Lot 6
Lot 8
Lot 7
LOt 6, Slope
Retest of #24
ELEV. OR
DEPTH OF MOIST.
TEST,FT
26.5
28.0
28.5
27.0
29.5
30.5
31.5
28.5
27.0
89.0
33.0
33.5
34.0
35.0
34.5
33.0
42.0
36.0
38.0
42 -0
44.0
38.4 FG
44.3 FG
46.9
46.0
81.
12.4
13.0
8.7
8.7
8.1
14.9
14.0
14.3
14.0
15.6
13.6
13 .O
15.6
14.9
11.1
13.0
11.1
13.6
12.0
11.1
11.1
12.4
11.1
1499
13.6
4
8521 118 JOB NO.
DRY DEN.
LBS. I
CU. FT.
120.2
118.6
114.0
112.7
128.8
119.9
114.5
118.0
119.1
114.0
112.8
112.6
117.0
116.7
114.6
113.1
117.8
117.2
116.8
116.2
117.1
122.5
118.0
104.9
,113.9
sol L
TYPE
1
1
1
1
1
1
2
1
1
2
2
2
2
2
2
2
1
1
1
2
2
1
1
1
1
r
.I8
RE LATl V
COMP
93.1
91.9
88.3
87.3
99.8
92.9
96.5
91.4
92.2
96.1
95.1
94.9
98.7
98.4
96.6
95.4
91.2
90.8
90.5
98.0
98.7
94.9
91.4
81.3
88.2
2 DATE 12-19-85
TEST
N 0.
26
, 27
28
29
30
31
32
33
34
35
36
27
DATE
12- 6-85
12-9-85
12-9-85
12-9-85
12-18-85
12-18-85
12- 18-85
12-18-85
12- 18-85
12-18-85
12-18-85
12-18-85
LOCAT ION
Lot 8, Slope
Lot 3, Backf i
Lot 3, Backf i
OIL TYPE
1
Retest of #25
Retest of #26
Lot 8
Lot 8
Lot 8
Lot 8, Slope
Lot 3, Retaining Wall Backfill
Lot 3, Retaining Wall Backf i 1 1
Lot 3, Retaining Wall Backf i 1 1
Retaining Wall 1
Retaining Wall 1
OPTIMUM M (PERCEN
9.5
Red Brown, Fine to Me
2 13.0
Beige, Fine to Coarse
ELEV. OR
DEPTH OF MOIST.
TEST, FT
34.0
46.0
34.0
31.0
34.0
36.0 FG
33.0
82.5
85.0
47.5
49.0
57.5
TURE
rn, Silty 5
il ty Sand
13.6
15.6
14.3
13.6
14.3
16.3
14.9
8.7
9.3
9.9
8.7
9.3
IAXIMUM DR (LBS . /CU
129
d
118
J08 NO. 8521118 Page 2
D,RY DE N.
LBS. I
CU. FT.
111.9
116.2
120.7
119.2
120.1
116.2
116.9
109.5
112.0
112.5
110.5
113.7
IENSITY 7.)
sol L
TYPE
1
1
1
1
1
1
1
2
2
2
2
2
.I.
RE LAT I V
COMP
86.7
90.0
93.5
92.3
93.0
90.0
90.5
92.3
94.4
94.9
93.2
95.9
~ARLSBAD UNIFIED SCHOOL DISTRICT
RECEIPT NO. CARLSBAD HIGH SCHOOL
$ -?> lh
USE OF SCHOOL BUS $ TELEPHONE C~MMISSIONS $
DAMAGE TO SCHOOL PROPERTY $ INSURANCE CLAIMS $
DAMAGED OR LOST BOOKS $ REIMBURSEMENTS $
SALE OF SURPLUS $ (EMPLOYEES)
TOTAL $s+ INCOME @ ABATEMENT 0
CHARGE TO ACCOUNT NO E - - __ RECEIVED CASH CHECK -
RECEIVED BY
I