HomeMy WebLinkAbout2732 LA GRAN VIA; ; 85-69; PermitI hereby affirm that I am licensed under
provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business
and Professions Code, and my license is in
full force and effect.
Lic No _____________________ Class
I hereby affirm that I am exempt from the Contrac-tor's License Law for the following reason (Sec. 7031.5
Business and Professions Code Any city or county which re-quires a permit to construct, alter, improve, demolish, or
repair any structure, prior to its issuance also requires the ap-
plicant for such permit to tile a signed statement that he is
licensed pursuant to the provisions of the Contractors License Law (Chapter 9 commencing with Section 7000 of
Division 3 of the Business and Professions Code) on that is ex-empt therefrom and the basis for the alleged exemption. Any
violation of Section 7031.5 by an applicant for a permit sub-
jects the applicant to a civil penalty of not more than five hun-
dred dollars ($500).
I, as owner of the property, army employees with wages
as their sole compensation, will do the work, and the struc-
lure is not intended or offered for sale (Sec. 7044, Business
and Professions Code: The Contractor's License Law does
not apply to an owner of property who builds or improves
thereon and who does such work himself or through his own
employees, provided that such rmprvvemenls are not intend-
ed or offered for sale. If, however, the building on improve-
ment is sold within one year of completion, the owner-builder
will have the burden of proving that he did not build or im- prove for the purpose of sate). -
I, as owner 01 the property, urn exclusively contracting
with licensed contractors to construct the project (Sec. 7044,
Business and Professions Code: The Contractor's License
Law does not apply to an owner of property who builds or im-
proves thereon, and who contracts for each projects with
contractor(s) license pursuant to the Contractor's License Law).
As a homeowner lam improving my home, and the follow-
ing conditions exist:
The work is being performed prior to salv.
I have lived in my borne for twelve months prior to completion of this work.
I have not claimed this exemption daring the — -last three years.
lam exempt under Sec. ___________________ - B & P.C. for this reason
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thereby affirm that I have a certificate of consent
to sell insure, or a certificate of Workers
Compensation lnsurance;or a certified copy thereof
)Sec. 3, Labor Code).
POLICY NO
COMPANY
Copy is filed with the City
Certified copy is hereby furnished
CERTIFICATE OF EXEMPTION FROM WORKERS COMPENSATION INSURANCE
(This section need not be completed if the permit
is for one hundred dollars I$tod) or less)
0 I certify that in the performance of the work for
which this permit is issued, I shall not employ any
person in any manner so as to become subject to
the Workers Compensation Laws of California
NOTICE TO APPLICANT If, after makingthis Cern
ficate of Exemption, you Shovld become subject to
the Wonlxers' Compensation provisions of the Labor
Code, you must forthwith comply with Such
provisions or this permit shall be deemed revoked
I hereby affirm that there Is a construction
iendinrg agenc,y for the performance of the wow tsr
which this per of is issued ISec 3097, Civil Codel
Lender's Name
Lender's Address
5-
USE BALL POINT PEN ONLY & PRESS HARD APPLICANT TO FILL IN IN FORMATION WITHIN SHADED AREA AND DECLARATIONS.
- CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT
1200 Elm, Carlsbad, California 92008.1989 (619) 438-5525
"JOEl ADDRESS AV, STRD, NEAREST CROSS ST. ' DATE 01 APPL ATION if4 BUSINESS LICENSE if VALUATION
ZONE I
PERMIT NUMBER
-
LOT I BLOCK SUBDIVISION
LL tL
ASSESSOR PARCEL NO CONTRACTOR CONTRACTORS PHONE C
OWNE R'S PRONE DANER'S NAME \ t.4
' -'
r
j -3q — ni— I_ic / CONT ACTOR'S ADDRESS LICENSE NO. PLAN I.D. BLDG USE CODE
OWNS R'S MAmLIO ADDRESS
I DESIGNER LICENSE xv STANDARD PLAN if BUILDING SO. FOOTAGE
I DESCRIPTION OF WORK
DESIGNER'S ADDRESS DESIGNER'S PHONE
1J iD
Not Valid Unless Machine Certified
-
____________________________
F/P FLRELEV,
yE NO -
NO
STORIES OCCGP
- 72,
EDO
CENSUS TRACT' -
-
OP STAND USE PARKING SPACE RES UNITS
-
_I
GRADING PERMIT ISSUED
0 0 N
REDEVELOPMENT
AREA
V fl N"
TYPE
CONST
J
0CC LOAD FIRE SPR
Y N
QTY. PLUMBING PERMIT - ISSUE QTY. MECHANICAL PERMIT - ISSUE
.......
SUMMARY/ACCOUNT NUMBER
EACH FIXTURE TRAP INSTALL FURN, DUCTS UP TO 100,000 BT BUILDING PERMIT 01-00-00-8220
EA&HBU'ILDiJG SEWER , OVER 100,000 BTU - - SIGN PERMIT 01-00-00-8221
EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK 01-00-00-8806 43 .58
EACH GAS SYSTEM 1 TO 4 OUTLETS BOILER/COMPRESSOR 3-15 HP - TOTAL PLUMBING 01-00-00-8222 £,4,
EACH GAS SYSTEMS OR MORE - METAL FIREPLAC - — , ELECTRICAL 01-00-00-8223
EACH INSTAL..ALTER, REPAIR WATER PIPE - VENT FAN SING 'EM UC1,,5 &43 . — MECHANICAL 01-00-00-8224
EACH VACUUM BREAKER ' ,So MECH EXHAUST - HOOD/DUCTS . - MOBILEHOME 01-00-00-8225
WATEROF.tN'ER . - RELOCATION OF EA FURNACE/HEATER' . .. MOBILEHOME PARK )NSP
EACH ROOF DRAIN (INSIDE) - ./ - SOLAR 01-00-00-8226 1 Sc
- TOTAL MECHANICAL /
- —
STRONG MOTION 80-92-33-0519 )_
,TOTAL PLUMBING £,! FIRE SPRINKLERS 01-00-00-8227
CITY. --ELECTRICAL PERMIT - ISSUE QTY. SOLAR - ISSUE 1 5—
PUBLIC FACILITIES FEE 32-00-00-8930
BRIDGE FEE
NEW CONST EA AMP/SWT!BKR A ..o .57,, — COLLECTORS -'
- SCHOOL FEE - DISTRICT
1 PH 3 PH . STORAGE TANKS -" - . Carlsbad 80-92-21-0519 -
-.E X!ST',B LOG,A AMP/SWT/BK A ROCK STORAGE - Encinitas - 80-92-22-0519
__'- 3 PH 1 p'
-
- PUMP - San Dieguito ,L.' R 80-92-23-0519
AEMODEL."ALTER PER CIRCUIT . PLAN CHECK FEE v," - San Marcos 80-92-24-0519
TEMP,PO LE- ,?00 AMPS
OVER 200 AMPS - - - -LICENSE TAX 01.00:00.8162 , - t
IEMP'OCCUP'ANCY )30 DAYS)
- - MIFF 80-92-57-0519 c-ry u5T
IF
CREDIT DEPOSIT
TOTAL ELECTRICAL
- TOTAL SOLAR
-7
'TOTAL FEES PAYABLE
— — .4
HAVE CAREFULLY EXAMINED THE COMPLETED APPLICATION AND PERMIT AND DO HEREBY Expiration Every permit issued by the Building O0fIciaI under the proCsl0000fthis * AN OSHA PERMIT IS REQUIRED FOR EXCAVATNS OVER
CERTIFY UrLOEP PENATY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by limitation and become neill and void If the building or work 5 0" DEEP AND DEMOLITION OR CONSTRUCTS OF
DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PEP,M menced within 180 days from the date of such IT IS authorized by such permit is
permit or if the buddin
050
authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT
ISSUED TO COMPLY EdITH ALL. CITY CDUN IS AND STATE LAWS GOvERNING BUILDING UON abandoned at any lime aer the work IS commenced for a period of 180 day
STRUCTION, WHETHER SPECIFIED HEREIN DR NOT I ALSO AGREE TO SAVE INDEMNIFY AND . -'r A PROVED BY - KEEP HARr,TLESS I HE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS COSTS AND APPLICANT S SIGNATURE OWNER CONTRAC DR L . - * . , DATE
EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE 85 PHON GRANTING, OF THIS PEAl/IT
0— y . . . I
TYPE DATE INSPECTOR
BUILDING
FOUNDATION
_________
REINFORCED STEEL
MASONRY I
GUNITE OR GROUT
FLOOR & CEILING SUB FRAME I
SHEATHING 0 ROOF 0 SHAR
FRAME
EXTERIOR LATH
INSULATION : \
INTERIOR LATH LATH & DRYWALL
PLUMBING
SEWER AND BL/CO EJIPL/CO
UNDERGROUND 0 WASTE 0 VIATER
TOP OUT 0 WASTE 0 WATER
TUB AND SHOWER PAN
GAS TEST
LI WATER HEATER 0 SOLAR WATER
ELECTRICAL
O ELECTRIC UNDERGROUND 0 L!JFF,ER
ROUGH ELECTRIC phehr
_________
LI ELECTRIC SERVICE 0 TEMPORARY
0 BONDING 0 POOL
MECHANICAL
El DUCT & PLEM., 0 REF. PIPING
HEAT - AIR COND. SYSTEMS
VENTILATING SYSTEMS
CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE
ITPM. AP()VP HA VP RFFNAPPRQ VP-f) -
FINAL
PLUMBING /1
ELECTRICAL
MECHANICAL
GAS
BUILDIN
SPECIAL CONDITIONS
FIELD INSPECTION RECORD
REQUIRED SPECIAL INSPECTIONS INSPECTOR'S NOTES
-. INSPECTION REQ. IF
CHECKED APPROVAL DATE INSPECTORS
SOILS COMPLIANCE
PRIOR
NDIONINSP
-- -
67 3:C
STRUCTURAL CONCRETE
OVER 2000 PSI
PRESTRESSED
CONCRETE -
POST TENSIONED
CONCRETE
-
FIEL'D WELDING
HIGH STRENGTH
BOLTS
SPECIAL MASONRY
-. - -'
PILES CAISSONS
- .-
--i• --
S
- -
(Citp of QCartbab
REQUEST FOR INSPECTION RECORD
TIME:
41.; çj
INSPECTOR J Ii" I PERMIT NO. ___________________ DATE:
OWNER
ADDRESS
REQUESTED BY :cIY41
JALtPHONENO.
PERSON TAKING REPORT __________
BUILDING I ELECTRICAL ' I
El FOUNDATION El FOOTING El SLAB
El REINFORCING STEEL
L] MASONRY
El GROUT - GUNITE
El FLOOR AND CEILING SUB FRAME
[I SHEATHING El ROOF El SHEAR
El FRAME
El EXTERIOR LATH
El INSULATION
El INTERIOR LATH OR DRYWALL
El FINAL
El TEMPORARY SERVICE
El UFFER GROUND
El ELECTRIC UNDERGROUND
El ROUGH ELECTRIC
El POOL BONDING
El ELECTRIC SERVICE
El FINAL 3//;/rt
PLUMBING
El UNDERGROUND PLUMBING
El SEWER AND PL/CO
El TOP OUT PLUMBING
El TUB OR SHOWER PAN
El GAS TEST
El WATER HEATER
El SOLAR WATER
El FINAL
MISCELLANEOUS /
El CONDITIONED AIR SYSTEMS
El SOLAR HEAT
El PATIO
El POOL El SPA
El SIGN
El GRADING
El DRIVEWAY
El FINAL
SPECIAL INSTRUCTIONS
Ready FG1JJspection: El Monday El Tuesday El Wednesday ,Thursday El Friday
0 AM. •1
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: 4, 0 APPLICANT
JURISDICTION
JURISDICTION: C.L-.eAb 0 PLAN CHECKER
FILE COPY
PLAN CHECK NO: 0 UPS
DESIGNER
PROJECT ADDRESS: 27.3 Z 16.4 _///4
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
0 The plans transmitted herewith will substantially comply
with the jurisdiction's building codes, when minor deficien-
cies identified on the enclosed check list are resolved and
checked by building department staff.
El The plans transmitted herewith have major deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
0 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.
0 The applicants copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person. -.
0 The applicant's copy of the check list has been sent -to:
0 Esgil staff didnot 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:
BY: ENCL:
L CORPORATION
Form 31584
- -a
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: e'ji,j'' j , - 0 APPLICANT
iURISDICTION
JURISDICTION: 0 PLAN CHECKER
FILE COPY
PLAN CHECK NO: 7 0 UPS
DESIGNER
PROJECT ADDRESS: j
0 The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
U The plans transmitted herewith will substantially comply
with the jurisdiction's building codes, when minor deficien-
cies identified on the enclosed check list are resolved and
checked by building department staff.
The plans transmitted herewith have major deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
U The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgi]. Corp. 'until corrected plans are submitted for recheck.
The applicants copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that
plan check has been completed.
0 Esgil staff did advise applicant that the plan check has
been completed. Person contacted:____________________________
Date contacted: Telephone #_____________
REMARKS:
BY: ENCL:
ESGIL CORPORATION
Form 31584
j2 k' 7c-b9
0 APPLICANT COPY
O CITY COPY
o PLAN CHECKER COPY
Citp of Cartab
JURISDICTIONS 1A-iZLs10 OAT!__________
PROJECT ADDRESS: 273Z LA (.T')1i
TO:
PE.M C0R!CPION SPENT
SINGLE PANIZ.? AND DUPLEX DWELLINGS
Plan Check No._________________________________
eeo plans received by jurisdiction
Date plans received by plan checker______________
Date initial plan check completed. Z-15-2S
FOREWORD: PLEASE READ Tel. (619) 60-1*U)
Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
conservation, noise attenuation and access for
the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department
or other departments.
The items circled below need clarification,
modification or change. All circled items have to be satisfied b.fore the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code,
the approval of the plans does not permit the
violation of any state, county or city law.
A. PLANS
Please make all corrections on the original
tracings and submit two new sets of prints. and any original plan sets that may have been returned to you by the jurisdiction.
to:(LE RV/Li7i,'J( iiU7
To facilitate rechecking, please identity.
next to each circled item, the sheet of
the plans upon which each correction on this sheet has been made and return this
check sheet with the revised plans.
Indicate on plans the name of the legal owner and name of person responsible for
the preparation 41f the plans. Sec. 302(b)
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 tot dimensions and all easements.
Show location of all cut or fill slopes
and approximate finish floor elevations
for all structures and show elevations at
all corners. Sec. 302(b)7.
Indicate distance from center-line of street
or alley to property Line and distance from
curh to property line. Sec. 302(b)7
6'. Plans, specifications and calculations shall
be signed by a California State licensed
engineer or architect. (California
Business and Professions Code)
rtR' PROTECTION
Walls closer than 3 feet to property lines shall be one-hour fire-rated construction,
have no openings, and shall have 30 inch
parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A
Sec. 1709(a)
,Ø. Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and
See. 504(b)
34. Projections, including eaves, shall be one-hour fire-resistive construction, heavy timber or of non-combustible material if
they project into the 3' setback area from the property line. Sec. 1710
1/. Show location of permanently wired smoke
detector. Sec. 1210
ROOM SIZES, 1.1GW?, VENTILATIONS AND GLAZING
One room must contain a minimum of 150 square / feet of superficial floor area. Sec. 1207(b)
Habitable rooms, other than kitchens, shall / contain at least 70 square feet of floor area. Sec. 1207(b)
Window area must be at least 1/10 of the 7 floor area and a minimum of 10 square feet per Sac. 1207(a).- Appears to be deficient
in
Openable window area must be 1/20 of the floor area and a minimum of S square feet. In bathrooms, laundry rooms and similar rooms. Minimum is 1.3 sg.ft. (Sec.1205(a)
4'. One-half of all required window area must be openable in
Provide mechanical ventilation capable of
providing five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar rooms if required windows
are not provided. Sec. 1205(a)
No habitable roo., other than a kitchen, shall be less than 7'0' in any dimension. Sec. 1207(c)
Show that ceiling height for habitable rooms Is a minimum of 7'6. Sec. 127(a)
4'. Show ceiling height for Laundry rooms,
hallways, corridors, and bathrooms is a
minimum of 7'0. Sec. 1207(a)
provide 30 clear width for water closet
compartments and 24' clearance in front
of water closet. Sec. 1711(b)
No cooking room shall be used for sleeping
purposes, unless complying as an efficiency
living unit. Sec. 1208
Specify safety glazing for glazing in hazardous
locations such as glass doors, glazing
adjacent to such doors and glazing adjacent
to walking surfaces. Sec. 5406
Glazing in shower and tub enclosures
(including windows) shall be tempered,
laminated or approved plastic.
Sec. 1711 (f)(g)
4. Sleeping rooms shall have a window or
exterior door for emergency exit. Sill
height shall not exceed 44 above the floor.
The window must have an openable area of
at least 5.7 square feetwith the minimum
openable width 20" and the minimum openable
height 24". Sec. 1204
Eaves and cornices may not project into
7 a required yard more than 2 inches for each
foot of yard width if required windows
open into the yard. Sec. 1206(d)
A mezzanine is an intermediate floor and
may not have a floor area exceeding 33 1/3
percent of the total floor area in the room
below, and the mezzanine floor must have
a clear height of 7 feet, above and below, and
must have 651 of the long side open to the
room below.
jl. The loft you show does not comply as a
mezzanine floor and is, by Building Code
definition, a story______________________________
D. EXITS, STAIRWAYS, AND RAILINGS
Floors above the second story shall have
/ not less than 2 exits. Sec. 3302(a)
Required exit doorways shall be not less
/ than 36" in width and not less than V-8-
in height, and shall be capable of opening
at least 90 degrees. Sec. 3303(e)
Provide 36" high protective railing for
porches, balconies, and open sides of landings.
Maximum opening between railings shall be
less than 9". Sec. 1716
Show how guardrail connection details are
/ adequate to support 20 pounds per lineal
foot at a right angle to the top rail.
Table 23-B
Provide stairway and landing details.
/ Sec. 3305(b) & (c)
Maximum rise 8" and minimum run is 94.
Minimum head room is 6-6".
y'. Minimum width is 30".
Handrails shall satisfy the following:
a'. Provide handrail for stairways over 30" / high when serving a single dwelling.
Title 24, Sec. T25-22(b)
Handrail shall be 30" to 34" above the
nosing of treads. Sec. 3305(j)
Handrail projecting from a wall shall
/ have a space not less than 1 1/2" between
the wall and the handrail. The hand grip portion of handrail shall
be not less than 1 1/4" nor more than
V' in cross-sectional dimension.
Sec. 3305(j) (see attached)
Every stairway Landing shall have a dimension,
measured in the direction of travel, at
least equal to the stairway width.
Sec. 3305(g)
sj. A door may open over a stairway landing
provided the door, in any position, does
not reduce the clear area of the landing,
in the direction of stairway travel, to
less than one-half the required width of
the stairway. Sec. 3305(g)
A door may open inward at the top step of
a stairway provided the top step is not
more than 7 1/2" lower than the floor level.
Sec. 3303(i)2
/4. Provide details of winding stairway.
Minimum tread is 6 inches at any point
and minimum 9 inches at a point 12 inches
from the side of the stairway.
Maximum rise is 9 inches.
Minimum width is 30 inches. Sec. 3305(d)
(see attached)
Provide spiral stairway details:
a. Minimum run is 7 1/2 inches at a point
from where the tread is the narrowest.
5. Maximum rise is 9 1/2 inches.
c. Minimum headroom is 6 feet 6 inches.
Sec. 3305(f)
(see attached)
Sprial stairways may not be used for required
7 exits when the area served is greater than
400 sq. ft. Sec. 3305(f)
4. Spiral stairways must have a clear walking
space of 26 inches between the column and
handrail. Sec. 3305(f)
5/. Provide I.C.B.O. Reasearch Report and Number
for metal stairway, or submit plans and
calculations and approved fabricator
registered with the Building Department
or note that the stairway fabrication shall
be done under special inspection per the
approved fabrication plans. Sec. 306(a)48
and Sec. 306(f)
51. In buildings over 2 stories in height, provide
3/4 hour fire-rated assemblies for all
openings in the exterior wall below or within
10 feet horizontally of an exterior stair-
way. An exit balcony with 2 separated
stairways is exempt. Sec. 3305
Exterior stairways shall not project into
/ the 3 foot setback from the property lines.
Sec. 3305(n)
/
2. Show I 3/8" solid core self-closing door
for openings between garage and dwelling.
Sec. 503(d)
1/3. Garages are not permitted to open into
a room used for sleeping purposes. Sec. 1104
/4. Openings between carport and residence
require self-closing doors and stationary
windows. Sec. 1214
Show garage framing section, size of header
over garage opening, lateral cross bracing
at plate line and method of bracing garage
front. Chapter 23
NOTE: Minimum plywood diaphragm ratio is
3 1/2 to I or 28". Table 24-I
1p'6. Doors between dwellings and attached garages
may awing in either direction provided
the difference in floor elevation between
the dwelling and garage does not exceed
7 1/2 inches and provided the door is not
used as the primary means of egress from
the. building.
If the difference in floor elevation exceeds
7 1/2 inches, or if the door is used as
the primary means of egress from the building,
additional steps or landing must be provided
in accordance with stairway requirements,
and the door must not swing over the depressed
level. (see 3303(i)2 and 3305 (g).
Provide 18" raised platforms for any EAU,
water heater, or any other device which
may generate a flame or spark.
Note that continuous fire wall protection
shall be installed behind raised platform(s)
prior to framing platform.
H. FOUNDATION REQUIREMENTS
1)4. Note on plans that"A soils engineer shall
eva.luate any unanticipated uncompacted fill
or expansive soil or other soil problems
disclosed during construction". Sec. 306(a)12.
Submit soils classification determination
by a licensed engineer or architect based
on observation, tests, borings, or excavations,
and containing comments on the degree of
expansiveness, compressibility and bearing
value. Sec. 2905 RaeT CJ F3Lc. (2rarrc,i LM-e/4tl, Dm'6 Jr tr Note on the plan the soLls elasstfi.cat2,on,
whether or not the soil is expansive, and
note the allowable bearing value. Sec. 2905
PLPIu ;i')A7' &L )'</LI The foundation plan does not comply with
the soil report recommendation for this
project
L. Provide notes on the foundation plan listing
the soils report recommendations for foundations.
slab and building pad preparation.
1$I. 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:
the building pad was prepared in accor-
dance with the soils report:
the utility trenches have been properly
backfilled and compacted, and:
the foundation excavations, forming
and reinforcement comply with the soils
/ report and approved plan."
S. Provide spread footings for concentrated I loads designed for 1,000 PSF soil bearing
or per bearing value as determined by
an engineer or architect. Chapter 29
The walls and soffits of the enclosed useable
space under interior stairs shall be protected
on the enclosed side as required for one-hour
fire-resistive construction. Sec. 3305(m)
minimum construction specifications shall
be made a part of the approved plans.
(See attached)
E. ROOFING
Specify roof pitch.
71. Roof pitch is not adequate for roof type
specified. Specify minimum pitch of_
j.d. Specify roof material and application.
7j. Specify I.C.9.O. approval number for roof
materials not covered in UBC.
Specify roof slope for drainage or design
to support accumulated water. Sec. 3207(a)
31. Show roof drains and overflows. Sec. 3207(a)
Provide skylight details to show compliance
with Sections 3401 and 5207 or provide IC3O
approval number.
Provide plastic roof panel details to show
compliance with Section 5206 or provide
ICBO number.
Show attic ventilation. Minimum vent area
is 1/150 of attic area or 1/300 of attice
area if at least 50% of the required vent
is at least 3 feet above ceiling joists.
Sec. 3205(c)
H. MASONRY
. Provide' fireplace construction details or
/ note construction to be per attached fireplace
standard drawing. Sec. 3707
Show veneer support and connections comply / with Sec. 3002. 4.5.6. and Sec. 2516(a)
regarding ties and #9 wire in horizontal
joints or note construction to be per attached
sheets 30-I or 30-2.
Show floor and roof connections to masonry
walls. Connection shall resist 200 pounds
per lineal foot or the actual design load,
whichever is greater. Sec. 2310
Provide material specifications for mortar,
grout, masonry and reinforcing steel.
Sec. 2403 j u) 3c< . iai
Show how masonry house walls retaining earth
are to be waterproofed. Provide detail.
Note that special inspection of the masonry
will be required for________________________
C. GARAGE AND CARPORTS
VI- Garage requires one-hour fire protection
on the garage side of walls and ceilings
common to the dwelling. Table 5-8 Sec. 503(b)
lyLAll elements supporting floor above garage
to have one-hour fire-resistive protection
on the garage side. Sec. 503. Beams and
posts, not within the wall or ceiling con-
struction, must comply with UBC. Table 43-A,
or be minimum 6" dimension beam and minimum
8" by 3" post.
Show height and construction details of
all masonry ual.,ls. Chaoter 24 Z'm.&iuYt IiJt, di ,ujTH JL3 P - L1 - Pi.ccLcLJLsQ7XUS Note that cLeanout openings shall be' provided
at the bottom of all cells to be grout filled j over 4 1 in a single pour. Cleanout shall 1/2.
be sealed before grouting, after inspection.
Sec. 2415
I4. Show height of all foundation walls. Chapter 23
l7. Show height of retained earth on all foundation
( walls. Chapter 23
Show distance of foundation to edge of
cut or fill slopes and show steepness and
heights of cuts and fills. Chapter 29
Note on plans that wood shall be 6" above
finish grade. Sec. 2417(c) 7.
Note on plans that surface water will drain
away from building and show drainage pattern
and key elevations. Sec. 2905(f)
1/1. Dimension foundation per Table 29A.
TABLE NO. 29.A—FOUNDATIONS FOR STUD BEARING
WALLS—MINIMUM REQUIREMENTS
DEPTH OF FOUNDATION WIDTH THICKNESS BELOW
NUMBER THICKNESS OF OF OF NATURAL
OF FOUNDATION WALL FOOTING FOOTING SURFACE
STORIES (inches) (Inches) (Inctt.sl OF GROUND AND FINISH
CONCRETE UNIT MASONRY
GRADE
(Inches)
1 6 6 12 6 12
2 8 8 13 7 18
3 10 10 18 8 24
NOTES:
Where unusual conditions or frost conditions are found, footings and
foundations shall be as required in Section 29071a).
The ground under the hoot may be excavated to the elevation of the
top of the footint.
1/2. Show foundation sills to be pressure treated,
or equal. Sec. 2517(c) 3.
1. Show foundation bolt size and spacing.
/ Sec. 2907(e)
4j . Specify size, ICBO number and manufacturer
of power driven pins. Show edge and end
distance and spacing. Sec; 306(f) IPIt.€b
1"5. Show size, imbedzsent and location of hold
down anchor on fo d tion plan. Sec. 2312(f)
ci 6AI 12Yq1,'i1AJ don '10L t lwhors must
be tied in place prior to foundation inspection.
Sec. 2312(f)
/7. Show adequate footings under all shear
walls. Sec. 2311(e)
Show stepped footings for slopes steeper
than 1:10. Sec. 2907(c)
319. Show minimum 18" clearance from grade to
bottom of floor joists and minimum 12"
clearance to bottom of girders. Sec. 2517
lft. Show pier size, spacing and depth into
7, undisturbed soil. Table 29-A
jAi. Show minimum under floor access of 18"x 24".
( Sac. 2517
Show minimum under floor ventilation equal
/ to 1 1/2 sq. ft. for each 25 lineal feet
of exterior foundation with openings as
close to corners as practicable to provide
cross ventilation on at least two approximate-
ly opposite aides. Sec. 2517
I. FRAMING
l0. Show all joists, rafters, beams, and posts
.-/ 2" to 4 thick to be No. 2 Grade Douglas
/ Fir-Larch or better. All posts and beams
5" and thicker shall be No. I Grade Douglas
Fir-Larch or better. (Table 25-A-I1
111. Show wall bracing. Every exterior wood I stud wall and main cross partition shall
be braced at each end and at least every
25 feet of length with 1x4 diagonal
let-in brace or equivalent. Sec. 2518(9)5
Note cross bridging or blocking. Floor
joists and rafters more than 12" in depth
and spanning more than 8 feet shall be
supported laterally by bridging at intervals
not exceeding 8 feet. Sec. 2506ig)
/3. Show blocking at ends and at supports
of floor joists, and for rafters at exterior
walls. Sec. 2506(g)
Show solid blocking at ridge line and
at exterior walls on trussed roofs.
-Sac. 2506(g)I&
Show double joists. Floor joists shall
be doubled under bearing partitions running
parallel with the joists. Sec. 2518(d) 5
Show rafter ties. Rafter ties shall be
spaced not more than 4 feet, on center
where rafters and ceiling joists are not
parallel. Sec. 2510(h)
I/I Show rafter purlin braces to be not Less
than 45 degrees to the horizontal. Sec. 2518(h)
1fl8. Show 1/2" minimum clearance between top
plate of interior partitions and bottom
chord of trusses. (To ensure loading
will be as designed.)
Show double top plate_with minimum 48"
, Sec. 2518(g)4
17b. Show nailing will be in compliance with
Table 25-P.
Provide fire stops between stories, between
top story and roof space, at ceilings
and floor levels in interior and exterior
walls, in mansard roof or eyebrow so no
concealed or furred s ace is greater than
Thorizonta11yrvertica. between
stair stringers at top and bottom and
between studs along and in line with
stair run adjoining stud walls and partitions.
,rirneter of sliding door pockets,
between chimney and wood frame using metal
or incombustibles for the fire stop and
at other places that could afford passage
of flame. Sec. 2517(f)
),T'2. Show stud size and spacing. Maximum allow-
(. able stud heights: 2"x4"1, 16" is 14';
3"x4"112"x6"9 16"o.c. is 20'. Sec. 2518(9)2
1/3. Note an A.I.T.C. Certificate of Compliance
for glued laminated wood members shall
be given to the Building Inspector prior
to erection. Sec. 306(f)
l,7'4. Detail all post to beam and post to footing
connections. Sec. 2517(c) 4 / 1,15. Specify nail size and spacing for all
shear walls, floor and roof diaphragms.
Indicate required blocking. Maintain
maximum diaphragm dimension ratios.
(Tables t,J,IC). -
17. Show 3x4" or 2'x6" studs in first story
of three story building. Sec. 2518(f)
3. Provide truss 4etails and truss calculations. 7lI i5 &Ae CI i/s. Provide roof framing plan. Sec. 302(a)7
Provide framing sections through____________
Section 302(a) 7
Specify all header sizes for-opening over /o.
4' wide. Sec. 2518(g) 7
Provide calculations for___________________
Section 302(a) 7
In areas subject to water splash and in
exterior locations, wood columns and posts
shall be supported by piers projecting
at least 2" above the finished grade and
shall bear on a metal base plate or treated
wood unless the columns or posts are foun-
dation grade redwood or cedar. Sec. 2517(c)4
Show location of attic access with minimum
size 22" c 30". Sec. 3205
1/4. Show draft separation for attic areas
in excess of 3,000 sq.ft. Sec. 3205
1 5. Show draft seoaration. for space between
dr000ed ceilings and floor above in excess
of 1.000 sq.ft. Sec. 2517
15. Specify plywood grade and panel indenti-1, fication index. Table 25-J
1,97. When roof pitch is less than 3:12, design
ridge as a beam. Sec. 2518 (h)
18-
Wood shear walls shall not be used to
resist horizontal forces contributed by
masonry in buildings over one story in
/ height. Sec. 2516(b)
l9. Gypsum lath and plaster, gypsum sheathing
.' board and gypsum wallboard shall not be
used in vertical diaphragms to resist
forces imposed by masonry or concrete
/ construction. Table 47-1
t. If cripple wall studs are less than 14". / framing shall be solid blocking. Sec.2518(g)6
17. Cripple wall studs exceeding 4 feet in
height shall be 3 inch by 4 inch or 2
inches by 6 inches when supporting 2 stories.
Sec. 2518(g)6
Show plywood sheathing over exposed eaves. I or other weather exposed areas, is exterior
grade. Sec.. 2517(g) 3
Show a weep screed at the foundation plate
line on all exterior stud walls to be
stuccoed. Sec. 4706(e)
Provide an approved waterproof building
paper under wood siding. Sec. 1701(a)
Specify an approved flashing for exterior
/ openings and parapet walls. Sec. 3208
i$. Show corridor width to be minimum 36".
Sec. 3304(b)
1/7. Specify truss layout for 30" x 30" attic
access.
1 4. Ridges, hips, and valleys shall be at
least one size larger than supported
rafters. Sec. 2518(h) 3
Provide metal straps across ridge beam
and rafters.
J. MECHANICAL
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
Mechanical Code.
2)4. Show the size, location and type of all
heating and cooling appliances or systems.
Show source of combustion air for furnace
will comply with Chaper 6, U.M.C.
2,3/2. Every dwelling unit shall be provided with
heating facilities capable of maintain-
ing a room temperature of 70° F. at 3
feet above the floor in all habitable
rooms. Show basis for compliance. UBC
Sec. 1211
2J/3. Show minimum 30" deep unobstructed working
space in front of furnace.
Note on plans.clearances to be per manufac-
turers listing. Sec. 704 UMC
3.04. Furnace shall not be installed under any
stairway. Sec. 704 UMC
2,24. Furnace shall not be installed in any
bedroom, bathroom, closet, or in confined
space with access only through such room,
unless specified as direct vent appliance,
enclosed furnace or electric heating appliance. Sec. 704 UMC
zØ. Show IC3Oapproval for prefab fireplace
/ and provide approved installation instructions at 305 site.
Show access to the attic or under floor
furnace to be minimum 30 inches by 30
inches. Sec. 708 i 709 UMC 1.A#JJbLAJ5
Note that passageway to the attic furnace
shall be unobstructed and have continuous
solid flooring not less than 24 inches
wide. Sec 708 UMC
2)4. Show permanent electrical outlet and
lighting fixture controlled by a switch
for the attic furnace. Sec. 708 UMC
Show details to comply with Section 709 for furnace under the floor, Section 708
for attic furnace, or Section 710 for
- roof or outside furnace.
Note on plan, gas vents and non-combustible
piping passing through three floors or
Less shall be effectively draft stopped
at each floor or ceiling. (JBC Sec. 1706(a)6
K . ELECTRICAL (National Electrical Code)
All wiring shall comply with the National Electrical
Code.
311. Note on the plan the amperage of electrical
service.
2~. If the electrical installation is more
7 than 200 amperes, show panel location
and provide a single line diagram and
load calculations including:
a. Wiring method employed.
5. Sizes of all conductors, switches,
circuit breakers, fuses, and conduits.
C. Approximate length of service feeders.
Provide plot plan showing services,
all panel locations, circuit arrangement
and load distribution on panel busses.
Provide typical panel schedule(s).
14
Dwellings require minimum 100 amp service.
'Show location of all electrical receptacles.
. Electrical receptacle locations and/9r
spacing is not adequate in i/V-(,deg"Mc4i
frJI.JDuJ ,
22(. At least one receptacle shall be installed / outdoors, in basements and attached garages,
other than laundry outlets. Art. 210-25(b)
Show minimum dwelling Lighting (NEC
Art. 210-26(a) and GFI'S in garage, baths
and outdoors. NEC Art. 210-8(a).
Note "UFER" ground to be provided (NEC).
Art. 250-81
I.. PLUMBING (Uniform Plumbing Code)
All plumbing shall comply with the Unifrom
Plumbing Code.
2/16. Show water heater size, type and
A location on plans.
2/7. Show method of providing combustion air
/ to fuel burning water heater. Sec. 1307
Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom. Sec. 1309
Provide adequate barrier to protect water
heater from vehicle damage. Sec. lYl0
Show T and P valve on water heater and
show route of discharge line to exterior
Sec. 1007(e)
312. Provide dryer vent to outside. UMC
Sec. 1903
Note on the plan that hose bibba and lawn
sprinkler systems shall have approved
/ backflow prevention devices. Sec. 1003
2,f4. Shower stall shall accomodate a 30"circle
and have a minimum floor area of 900 sq.in.
UPC 909(d)
14. 40r5f NSULVt!CN (0UP(t!1
Show 16tILIS of duplex ronelon party walls
/ n4 floor. reilinO .iisumolies to iCnidve
3 Sound rflmI53iO racinq
n tt% øt ii) eibh1 md in cmpact
lnnulaeion Class ICi.) r3ctng on tkour.
ceiling of 50 UeCS.31.II. Title 25
4 . snow now penetration of aasemotiea for
/ piping, electrical d.iiC,s. C..5ed CabiS%UCS.
soffits. or heating ventilating.
or exhaust ducts snail be s.aled. Lined.
or insulated to maintain required sound
transa25siOfl racing. lid. 25
34. provide insulation in wmiti and Ceiling
/ to&Cni@vq STC of 50 between garage and
living area if garage use i.s nod controlled
by resident Title 25.
S. ZMMGY COIISERVA?T0H, Please Read
New State Mandated Regulations
(Calif. Admin. Code) became effective
June 16. 1963 and require that the design satisfy one of the alternative eneray packages (see attached package. A, B, C. 1, 2. 3, 4 and AS 163). The law also requires that many mandatory conswrvation items be satisfied. j..,mJrflT,oi is in Zone -7
Copies of the Residential Energy Conservation Manual may be obtained from: Publications Unit. California
Energy Commission. 1111 How. Ave. ?50, Sacramento, California 95825. (Tel.
(916) 920-6216)). California Building
Officials also maintain a telephone hotline' between 10:00 A.M. and Noon
and 1:00 P.M. to 4:00 P.M. at (916) 456-3823.
Show on the title sheet of the plane.
the alternative energy package that was selected i.e. A. B, C. 1. 2, 3. 4, or AS 163 to show compliance, and provide calculations and other data,
appropriate to that selected package. 6 . The responsible designer should sion a statement, on the plan title sheet. *The design submitted substantially
conforms to the Energy Regulations
for Residential Buildings'.
2/4. Show the 'B' value for the walls and
ceiling and related areas.
Note that the insulation used shall Comply with California Quality Standards.
Note the insulation installer shall
post a signed certificate, in a conspicious
place in the building, stating the insulation complies with Title 24, Chapter 2-53 and Title 20. Chapter 2, Subchapter
4. Article 3.
Note doors and windows, including skylights,
betwcen conditioned and non-conditioned
space shall be fully weatherstripped.
Note on the framing plan that weather-
stripping. caulking or sealants must
be used to limit filtration in the building envelop, at the following locations:
Exterior joints around window, and door frames; between wall sole plates and floors,
and u...twwen extwrior waii paneis; penetrations in waLls, ceilings, and
floors for plumbing, electricity, and gas t:n.s; openings in attic floors;
and 311 Other openings in the building
envelop..
Note that doors and windows to be certified
and laoeled as complying with the Energy
Regulations.
Note fans exhausting air to have back
draft dampers.
nt.. t the exterior wall fireplace Fir.olace to have minimum six square inches of outside air; to have glass
or metal door covering the entire opening of the firebox; to have tight-fitting
damper with readily accessible control
and should not have a continuous burning
pilot light'.
Note ducts shall comply with Chapter 10, 1976 UNC and shall be tightly sealed with mastic or tape.
Note at the water heater location 'water
heater to have wrap of R-12 external insulation'.
- 3. Note, where water heater is in unconditioned
space, the first five feet of outlet pipe to have R-3 wrap. 2805 -Note all circulating hot water pipes
in unconditioned spaces shall be insulated. (I) Note that all gas fired heating. and cooling appliances, showers and faucets
shall comply with the Energy Efficiency Standards.
Show, at bath and kitchen, that the
general lighting shall have an efficiency of not less than 25 lumens per watt i.e. florescent. .th4I 7 1A7/1&)C4'fl--g
Note that heating or cooling systems
(.oseepe-le*4-.p,.p.4 shall have an autommtir
thermostat with mechanism which can be
manually programmed to automatically
set back the thermostat set points for at least two period. within 24 hours.
Show the size, type and location of the space heating (or cooling) system and provide enerq calculation, if
the output STIJ/Hr. exceeds 45,000 6Th/Hr. Output.
Show make and model for ?Ah3 and meter heater are on State approved list.
2,t. Outdoor poets with fossil fuel heaters require pool covers as well as otner energy
saving devices such as time clocks. etc. 20-l40$ ,-,mr jq(p J ' ,Ui-r , -
0. MISCELLANEOUS
301. Show a minimum 2' air space and flashing
between planter and building wal1.
Sec. 2517(e)
Specify material to be used under the
shower tile. Sec. 1707(a)
Specify lath and plaster to comply with
Chapter 47, USC.
Two 3/4' copper pipes must be installed
from water heater location to convenient location of fliturs solar panels (City Ord.)
Provide sleeves (roof jacks) in roof for two utur, 3/4' copper pipes to cunvenient
location of (-w-ture solar panels (City Ord.)
Note :nat solar water piping is to be insulated
in areas that are not heated or tooled.
(City Ord.)
0 Building plans are substantially correct and complete.
By:
Date:
rj Building plans would be substantially correct
and complete is minor corrections are made at Counter.
By:_
Date:
Building plans require major corrections and
complete plan recheck, by plan check
engineer, is required.
By: (4f?c'
Date: -EeGA/V 1 9S 15
If you have any questions regarding
this plan check, please call &4/V
at .56n- 4t
We would also be pleased to most with you, at no charge, if additional assistance is needed.
TABLE 2-1. ALTERNATIVE COMPONENT PACKAGES FOR CLIMATE ZONE 7
Package
Component A B C
BUILDING ENVELOPE
Insulation Minimums
Ceiling R 19 R 30 R 19
Wall' R 11 (R 2.5) R fl (a 2.5) R 11 (R 2.5)
Slab Floor Perimeter no req'ment & 7 no req'ment
Raised Floor R 11 R 11 R 11
Glazing
Maximum U-Value 1.10 0.65 1.10
Maximum Total Area no req'ment 14.0% 14.0%
Maximum Total Non-South
Facing Area 9.6% no req'ment no req'ment
Minimum South Facing
Area 6.4% no req'ment no req'ment
Thermal Mass required not req'd not req'd
SPACE CONDITIONING SYSTD(
Heating System Type2 gas gas gas
DOMESTIC WATER HEATING
SYSTEM TYPE gas, heat pump, gas, heat pump, solar with
or solar wl any or solar w/ any gas backup
type of backup type of backup heat
heat heat
The value in parentheses is the R-value for the entire wall assembly if
the wall weight exceeds 40 pounds per square foot. The insulation must
be integral with or installed on the outside of the exterior mass. The
inside surface of the thermal mass, including plaster or gypsum board in
direct contact with the masonry wall, shall be exposed to the room air.
The exterior wall used to meet the R-value in parentheses cannot be used
to meet the above thermal mass requirement.
'-'hcre natural gas is not available, zonally controlled electric resis-
tance or radiant heating systems may be used.
48
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STATE OF CALIFORNIA-DIE RESOURCES AGENCY GEOICEDEUKMEJIAN, Go.,mo,
CALIFORNIA ENERGY COMMISSION c ETv €O
516 MNTH STREET AUG 19 1983
.ACRAM(NTO. CALIFORNIA 95814
NOTICE OF STATUTORY CHANGES FSGIL CCFPCRMIO'I
IN This RESIDENTIAL BUILDING STANDARDS
Newly enacted legislation (AB 163 [Gog1n]), which became law on, July 29,
1983, provides builders new options and additional flexibility in complying with
the energy conservation standards for new residential buildings. The principal
features of the bill are described below:
GROUP AVERAGING Builders may comply with the standards by averaging the
performance of groups of buildings. All buildings in an averaged group must be
in the same subdivision, and all must be based on the same model. Reverse plans
and different elevations of a model are regarded as the same model. Thiildings
based on the model and with the same floorplan (including reverse plans) but
with different conservation features, such as shading, insulation levels, thermal
mass, etc, are still regarded as the same model. Different models may not be
grouped together for averaging.
builders who elect to average must apply for permits for all buildings in an
averaged group on the same day, and each application must indicate the group to
which the averaging approach is applied. The builder demonstrates compliance
by using either the Point System or any other approved calculation method, such
as CALPAS 1A or CALPAS 3, to show that a simple arithmetic average of the energy
performance of all buildings in the group meets the standards' energy budget.
When the buildings are offered for sale, builders must also notify potential
buyers that compliance with the energy standards used averaging and that the
performance of a particular home relative to the performance standard is available
upon request.
NEW PACKAGES Riilders may also use new packages enacted by AB 163, in
place of Packages A, B, and C in the standards. The new packages for each
climate zone are summarized in the TABLE attached to this notice. Notes explaining
the packages appear on page 2 of this notice.
ALTERNATIVE PACKAGES AB 163 also allows builders to develop and use their
Own packages of measures, provided such packages result in the same energy
performance as the new packages in AD 163. To use this approach, builders may
use either the Point System or another approved calculation method (e.g., CALPAS
1A or 3) and follow these steps:
Calculate the energy consumption or point system total of the building
floor an including all of the components in an AB 163 package (see attached
TABLE). Assume the building has the maximum amount of glazing allowed in that
package and that this glazing is equally distributed north, east, south, and
west. This calculation sets the energy goal or standard that the proposed
building must meet.
Note: If the point system is used, this goal will not necessarily be zero
points.
Frfu the same computation, using the proposed building's actual glazing
area, orientation, and distribution, and it:; actual energy conservation features.
The Jesign complies if the energy consumption or point system total is equal to or
better than the goal established in Step 1.
Mailed to lists 408, 409, 050, 053 on 8/15/83
OTHM PROVISIONS OF AB 163
Regardless of the method of compliance, every building must still comply with the mandatory features and devices requirements of the standards. The requirements appear in Section 2-5352 of Title 24, Ciliforni 4m41' bl Pudni
Any application for a building permit pending on or after July 29, 1963, may
use any of the compliance methods in AB 163 to meet the new energy standards.
If a fireplace is not located near an exterior wall, outside combustion air
is not required in climate zones 5, 6, 7, 8, 9, 10, 14, and 15. Note that this
provision of the bill is an express exemption for those climate zones from the
outside combustion air requirement in the standards. (The requirement in the
standards appears in Section 2-5352(d) of Title 24, California Administrative
Code.)
EXPLANATIONS OF THE RUIREMEUTS IN THE NE'd AB 163 PACKAGES (See TABLE) The
following requirements apply if builders elect to use the packages in AB 163.
(For requirements of other packages or compliance methods, consult the standards
or the flierr Conservation Fianual.)
All concrete slab floor buildings are required to have 25 percent of the
floor area directly exposed to the conditioned space. To determine the floor
area, count only the first floor in conditioned areas. Uncarpeted first floor
areas, such as linoleum or tiled entry ways, kitchens, bathrooms, and utility
closets may all be counted towards this requirement.
In some climate zones, a building with raised floors (rather than concrete
slab) must also include thermal mass with an area exposed to the conditioned space
equal to a certain percentage of the ground floor floor area. The percentage for
each zone is listed in the attached TABLE. To qualify for thermal mass, the
material used must have a performance equivalent to masonry two inches thick, with
a volumetric heat capacity of 28 Btu per cubic foot per degree Fahrenheit per
hour, a thermal conductivity of one Btu per foot per foot per degree Fahrenheit
per hour, and a surface area directly exposed to the room air of the required
percentage of the ground floor floor space. A list of materials that meet these
requirements is being developed by the Commission.
The attic requirement means that an attic is installed under not less than
75 percent of the roof that is over any conditioned space.
The air conditioner efficiencies must be mat if an air conditioner is
installed, but AB 13 does not require that an air conditioner be installed.
If a heat pump is used, an automatic setback thermostat is required in
climate zones 1, 3, 5, 7, 15, and 16 if building permits are applied for oil or
after August 1, 193. In all zones, an automatic setback thermostat is required
for permits applied for on or after July 1, 1984.
Infiltration barriers and air-to-air heat exchangers are not required in any
climate zone by these packages.
RECUIREMF.tTS NEW All 163 PACKAGES
hERE REQUIRE:ENTS DIFFER FOR SLAB AND RAISED FLOOR CONSTRUCTION, FlitET VALUE IS FOR SLAB FLOOR AND SECOND VALUE IS FOR RAISED FLOOR. EXAMPLE L'1 CLIYJLTE ZONE 1, ThE FLOOR IhSL.UTICN REQUIR1EWr, "NR/19", MEANS THAT THERE IS NO REQUIBE>IE.NT FOR SLAB EDGE INSULATION BUT R-19 FLOOR INSULATION IS REQUIRED FOR RAISED FLOORS.
Climate Zone
7. 6. j n iz i.i i.i is,
Building Envelope
Insulation t'.inimua.s
Ceiling. B value 38 30 30 30 30 30 30 30 30 30 30 30 30 38 38 38 Wall, R value 19 11 11 11 11 11 11 11 11 11 11 11 11 11/19 11 11/19 Floor, R value MI 19 NR/19 NR/19 NR/19 NR/19 KR/19 NB/19 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 NH/19 7/19 Attic REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ
Glazing
J.xicttmt U' 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 Maximum area,%2 16 16 20 20 16 20 20 20 20 20 16 16 16 16 16 16
Shading Coefficient
South-facing NH NH Nit NB Hit NB HR 0.36 0.36 0.36 HR 0.36 0.36 0.36 0.35 hR East-facing NB 101 Nit NB Nit NH HR 0.36 0.36 0.36 HR 0.36 0.36 0.36 0.36 NB es'.-facing NB NB NB NB NB 0.36 NR/0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 KR Nor'h-faclng NB HR Nit NB NB NB NB 0.36 0.36 0.36 HR 0.36 0.36 0.36 0.36 Na
Thermal Mass, % 25/NB 25/NB 25/NB 25/HR 25/HR 25/5 25/5 25/5 25/10 25/5 25/NB 25/5 25/5 25/HR 25/5 25/NR
£lectrIca Outlet.
Gaskets REQ NR NB/REQ KR HR HR NH NH NB HR HR HR NH REQ/HR REQ KR
iieaIng & Cooling
Systems
Gas furnace
efficiency, % 72/11 71 71/79 71 71/79 71 71 71 71/714 71 71 79 71 71 71 71
Climate Zone
12.li. la ii .Th. 15.
Heat pun
C.O.P. 2.5/2.5 2.5 2.5/2.8 2.5 2.5/2.8 2.5 2.5 2.5 2.5/2.6 2.5 2.5 2.8 2.5 2.5 .2.5 2.8 Air conditlórter,
ER 8.0 8.0/6.5 8.0/9.5 9.0/9.5 6.0/9.0 6.0 8.0 8.0/9.5 9.5 8.5 9.5/9.0 9.5 8.0 9.5/6.8 96 8.5
Water heating System Type .a'ural gas, heat pump, or solar with any kind of backup
NOTES: U 731ue of O.5 means :ouble glazed.
Cazir.3 area is perce?ae of conaitionecl floor space.
Thrtra mass requirernen' based on percentage of first floor area. i. GasKets requ1rei only on exer1or tells.
5. hen' ptr.z must. have atotat.ic dual setback tnermoStat3 in zones 1, 3, 5, 7, 15, and 16. After July 1, 1984, All flea' pups installed as components of '.nese packages must have aut0tat10 JUal se'bac,c thermostats.
Dates 2-/c4 Jurisdiction Lb
Prepared byz Bldg. Dept.
ls5-42V AiiiácL VALUATION AND PLAN CHECK FEE E3 Esgil
PLAN CHECK NO.
BUILDING ADDRESS - 2732 Lii 4&'.hJ Viii
APPLICANT/CONTACT /LYIJ P& PHONE NO. .42?-1704
BUILDING OCCUPANCY - dP-3 DESIGNER PHONE_____________
TYPE OF CONSTRUCTION V-All CONTRACTOR PHONE___________
BUILDING PORTION BUILDING AREA 'VALUATION
MULTIPLIER
VALUE
1JL'J#1 AeM iã th
q3 th J2 - 125/9
0e
_____________________ _Lb ____________ _____________________
2700
Air Conditioning
Commercial
Residential -
2ioo @ 2'.4i 744
Res. or Comm.
Fire Sprinklers
Total Value 19z2?
Fee Adjusted To Reflect 0 Eiiety fleyuldtlOfl5 (Fee x 1.1)
'fan&i'capd—Re'g'u'l-at-i"ons---('Fee--x--F'G65)
Building Permit Fee $_'
Plan Check Fee $ ' $ d3Z,6
COMMENTS:
8/4/82
PLAN CHECK NUMBER _______ ADDRESS DATE
-
PLANNING: TYPE OF STRUCTURE -. ZONE:______________
SCHOOL FEES: SAN DIEGUITO ENCINITAS_________________
S
CARLSBAD______________________
% COVERAGE
SAN MARCOS______________________
REQUIRED SETBACKS______________
FRONT n,
SIDE
REAR
BUILDING HEIGHT MD __________________________
FENCES/WALLS _________________
TWO CAR GARAGE _________________
COMMENTS:
REDEVELOPMENT APPROVAL REQUIRED:
Lu
c3 w
cI I LU J
El LANDSCAPE PLAN COMMENTS:_______
ENVIR0ENTAL REQUIRED:
ADDITIONAL COMMENTS:
OK TO ISSUE: DATE:. OK TO FINAL: DATE:______________
ENGINEERING LEGAL DESCRIPTION VERIIEDV A.P.N. CHECKE
P.F.F. t4'Ar PARK IN LIEU
IMPROVEMENTS: __
E.D.U: .L&v7
SEWER: 17-
LATERAL: -t7D DRIVEWAY: _J'Q-/$,/
At 7a 94-Clrr -
GRADING PERMIT: P , t _
DRAINAGE:
EASEMENTS: ADDITIONAL COMMENTS:
OK TO ISSUE: DATE:
* ENGINEERING INSP9dI:ED:
_- PUBLIC WORKS INSPECTOR:_____________________________________________
_
_
_
_
_
_
_
_
FINAL OK:_______________________________ DATE: -
* IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
Preliminary Soils Investigation
Report and Foundation Recommendations
of
Lot 288 La Costa South Unit No. 14
Map 65145, AP# 216-220-142
2732 La Gran Via, Carlsbad, CA
for
Mr. and Mrs. Harry L. Pearce
SAM MARCOS ENGINEERING
CiviL Cps,.c*R. SOIL$ . 3aC Mut..jv Oi'*. 2u.Tv •
SAM MARC420. CA SIOSS
6i, 744.Q%t
March 6, 1985
Mr. & Mrs. Harry L. Pearce
do Otto A. Scheune,ann
P.O. Box 121
Carlsbad, Ca. 92008
Re: Lot 288 of La Costa South Unit No. 4
Map 6545
Assessor's Map 216-220-42
Dear Mr. & Mrs. Pearce,
Asper your request, we have performed a preliminary soils inves-
tigation at the above referenced site for your proposed residen-
tial project thereat and this report is presented as regards our
opinion of the site soils engineering factors that may affect
your project.
Description of Site
The project site is located at 2732 La Gran Via in La Costa, city
of Carlsbad, California. The site is vacant with some surface weeds
growing at most of the area. The lot is facing La Gran Via with
a cut slope of about 15 feet at the back of the lot. Drainage appears
to flow towards La Gran Via. Ice plant grows at the cut slope area.
S The lot is part of Subdivision Map 6545.
SAM MARCOS ENGINEERING
CIVIL ENaINErs. OIL* & POUNOAYIoN Page 2
Pearce Report, Cont'd...
Plate 1 of this report show the Vicinity Map.
Proposed Project
The proposed project is for the construction of a single-family
residential house, two stories of standard framed construction
with tile roof and stucco walls. No heavy loads are expected in
the proposed project. Towards the back of the lot adjacent to
the toe of the cut slope, a parking space for an RV is planned.
A retaining wall is proposed to b.ecádnstructed thereat-to retain
some height of the cut slope.
Purpose of the Preliminary Soils Investigation
The purpose of this preliminary soils investigation is to determine
the physical characteristics of the existing site sojis and to
' make a foundation recommendation.
Scope of Investigation
Our investigation consist of ocular observation of site surface
soils and the conducting of site subsurface soils investigation.
The subsurface soils investigation was undertaken with the use of
a motorized backhoe in excavating test areas. Four test pits were
excavated at the locations shown approximately in Plate 3 of this
report. The test pits are identified. as T-1 to T-4, inclusive.
Two(2) field density tests were also conducted to determine the
natural soils density at near surface elevations. These tests were
S done at the locations marked D-1 & D-2 in Plate 3.
380 MULBERRY 0,IVE. Su •
SAN MARCS. CA 92060 6191 744-01I$
SAN MARCOS ENGINEERING
CNGuNtAs. SOILS& pou,loAr,oM Page 3
Pearce Report, Cont'd...
Findings
The existing site surface soils do not exhibit any movement or
signs of failure. The cut slope appear to be stable and no signs
of landslides or slope failure were observed.
The subsurface soils investigation was made under the supervision
of a soils engineer. The depth of the test pits varied from 3.6'
to 4 feet. The existing. soils at a depth of 4' was observed to be
very dense. Digging with the backhoe bucket was difficult. No rock
was encountered in the test pits excavated. Isolated rock outcrop
could possibly be encountered, but appears to be remote.
The soils encountered in the test pit excavation were carefully
observed, identified and classified according to the Unified Soils
Classification System and logged. The log of the --soils are shown
in Plates 4 to 7, inclusive. Bulk samples were also brought to the
lab for tests and identification. Appendix E of this report show
the Unified Soils Classification System.
The generalized soils profile inferred from the test pits indicate
the soils in the project area to be generally uniform and can be
described as about 18" of light brown to brown, moist, compact to
very compact Silty to Sandy CLAY overlying light brown to tan,
dense to very dense Silty to Clayey SAND. The Silty Clay stratum
exhibit about 0.4 TSF shear strength as measured by torvane shear
and about 4.25 TSF bearing strength as measured by the penetrometer.
No water was observed in all the test pits.
30 MULBERRY DRIVE. Su,re
AM .IARGOS. CA 206W i6igi 744-0I11
SAN MARCOS ENGINEERING
CIVIL £NGINES. SOILS * POUN0A1IOP* Page 4
Pearce Report, Cont'd...
Laboratory Soils Testing
A maximum dry density test was made on the Silty Clay to Silty
Sand material and the results indicate a maximum dry density of
117 pcf at an optimum moisture content of 11.57. This value was
used in the determination of the relative density of the soils.
Conclusion and Foundation Recommendations
It is our opinion that the existing site soils can safely support
the proposed structure planned for the site. We recommend, however,
that the following recommendations be observed during the design
and construction of the project.
We recommend that the structures be founded with standard footings
at an allowable soil bearing pressure of 1800 psf. The silty Clay
soils appear to be medium potential in expansion while the lower
silty Sand stratum appear to be low potential in expansion. It is
recommended that the footings be designed to take care of the slight
expansive potential.
Bottom of footings should be at least 24" below adjacent finish
grade. Perimeter wall footings should be continuously reinforced
with 1-#5 bar placed. 3" above the bottom of the footing and 1-#5
bar placed 2" below the stem of the footing. Wall footings should
be at least 18" wide. Column footings should be at least 24" square
and reinforced with 3-#5 bars placed each way.
Concrete slabs should be at least 4" thick and reinforced with
welded wire mesh placed at mid-height of the slab. There should be
390 MULBERRY DR,V. swre
SAM MARCOS. CA 92062 i 6f9i 744-0111
DA
-Jo. 2864s
SAN MARCOS ENGINEERING
CIVIL £NIN&CR$. SOILS & FOUNO^TlOr4 Page
Pearce Report, Cont'd...
at least 4" thick of sand and vapor barrier under the slab. The
existing subgrade should be wetted at least 2 to 4% above the
optimum moisture content of the site soils prior to placement of
the sand and vapor barrier.
The proposed retaining wall at the toe of the existing cut can
be designed using the San Diego County Standard Drawing & Speci-
fications for Retaining Walls.
The Earthwork Specifications found in Appendix A form part of
these recommendations.
All surface water runoff should be directed away from the found-
ation system positively.
If during grading operations, soils different from the soils
described herein are found, this firm should be notified so that
the proper' analysis and recommendations can be made.
If you have any question about this report, please call.744-0111.
Very truly yours,
SAN MARCOS ENGINEERING
BY
joo~ ~DIN4eii~s P.E.
S Distribution: (4) Addressee
380 MULBERRY DRIVE. Su,1E S
SAM MARCOS. CA 92049 18191 744-0111
SAM MARCOS ENGINEERING
CIV.L MG$fC•. IOIL.$
SITE
Nolth
No Scale
PLATE 1. VICINITY MAP
Project: Residence - 2732 La Gran Via
La Costa, Carlsbad
S.i AS S...
Reference: Thomas Bros. Map
Page 25 B-i
360 Muq'v DivE. 1.r* S
SAN SIACC9. CA 22060 195191 744-0111
3107 q r 0 V /• kfr
is
/o$29
2 4 y
1304 ® 1$ .(
74..,. / 313
C2 2
305 29 6> .?i
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307
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-
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Al 309
SHE I P303 0 / 292 ,. I
' (3) $(7/ 'V (\
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- • I '—' 201 ...,.i 203 J\c i-'.
ça
4' 14 ,
302 A
3011
SI2 /
SAN DIEGO COUNTY ASSESSOR'S HAP 6K 216 PG 22
-
Co, 216-22
zo
AVE.
. J
1"4.100,
/ 260!,7—,--..
/ 0.65 AC. / D ACC YR 74
26li i O.S4AC. / 6 PLATE 2. Project Plot Man
..- 2732 La Gran Via
Carlsbad, Ca.
/-.-.' ..
0.53
AC. 283
. (5
I 264
o / .
N4 21
/
314 / 265
i. 326
°325
316 13
co
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317
256
.18 / i0 N1320
0 319
17 322 1 107.44 267
.1 I I I 1$ 320
.1 268
7 /
224 1 321
1 205
05
269
287 " 28
100 2
285 MAP 6545 - LA COSTA-SOUTH UNIT NO. 4.- LOTS 260-267,
286-297. 301-320. 322-329
PLATE 3 Location of Test 4'-°
Pits & Field
I
•
:. sity Tests 1% 5WAL5
Den.
cow C
(tc
LEGEND It.
Indicates aDproximate location of~test pits
-
1.
Indicates anproximate
- location of field
-
density tests
AA
%VE -- .SLOPE
73
CI
-
1
AL5
Low=
'\
FLAw lie CP
00
__ E
in ry -14 ta
j 401 ' : JX(STIIJG '°° '
SAN MARCOS ENGINEERING PLATE 4. Boring Lo
-
Civ,t. 3lllt$. SOIL.*S FOUP4OATIO,4 7.
3O Mut..ac'Y 1vc S 8orin No. '
IAN 4AC•. CA I20411, ieta 744.0111 Sheet No. _/ of/
BORINGS F ,5, 2de' —
CONTRACT NO.__________________ PURPOSE / eV
2--,
'81ows) 810w3 fl Sarnpl• Elev. on IS poGa foi MateraI & Remarks
C'aingI Penetration No. Oepth — I a
-
H- 4 - - /
— — '
7
SAM MARCOS ENGINEERING
Cv.L Et4INcL•. SOI*..S * PLATE 5. Boring
3e0 Boring NG.
4ACO$. CA i O4 eii 74-0Itt Sheet No.
BORINGS Mck
CCMT RAC T NO._______________ PU R PCSE
161owI 8tow °' T_Sample Elev on_ S pon for _ I I
2 I Log i Material & Remark5 . ___ No. 1 CepiPi
Casing Penetration
- - - -
- LI_I. .__:• w --
-
- -
-
- -
-
- -
-
I.
SAN MARCOS ENGINEERING PLATE 6. Boring Log Civ.l.. rHajf4gano. Soii..a *
/ 3a0 MuaV O.st. s(.Ir*S Boring Na.
*AM MACCS. CA 92000 ialg)744-0111 Sheet No. I ot__/
BORINGS FQR
?1Y/_
--
OA
-
_____________-_______
-
-
I
111111111W I. ~pl — —
SAN MARCOS ENGINEERING
CIVIL. £INc. SOu_a
3O SJrt S
PLATE 7. Boring Log
Boring No.
VA04 %4AARCOID. CA 11112C60 Sheet NO. 1ot_L
.10
CONTRACT NO.________________
810w3) Blows Sampl. Elev on lSpoonfo.'1 1caig Penetration N0.$ Depth
9
BORINGS FOR ,- e.C, caA c —
IMateriat IfTi
I
I p
Remarks:
Soil Type: 6iv2r),4%/ 5//A
s7t 11714,
Sketch of Test Location:
(No Scale)
SAN MARCOS ENGINEERING PLATE 8. Field Density Test
Civil Engineers, Soils & Foundation Date 3-5-83
* REPORT OF SOILS COMPACTION TEST
Project & Address ez /..Q G'-', Vip 4-o Co.i'a -
Location of Test A.6/6Chec/ - Test No. # /
Height of Fill Depth of Test Below F.G.
Bulk Density of Test Sand, W1 * 8/70 pct
Weight of Soil Taken From Test Hole, W2 3520 lbs. / gms.
Moisture Content of Soil, CalcuIatecI
Dry Weight of Soil From Test Hole, W3 0.2205 W2/ (100 + w)2 .85G5 lbs.
Weight of Sand Used in Test, ____________________ •- 28.37 gm.
S. Weight of Sand in Funnel, w 2 ____________________lbs.2 14--awo gm.
7 Volume of Test Hole, IT (W4 -
WS V 453. 6xW1 ft3
Dry Density of Soil Tested, Wd = W3/ V = lOG. 70 pcf
Maximum Dry Density of Soil From Lab Tests, Wd max /17 pcf
AtO.M.C. Ile
Relative Compaction I*= W/ Wd max X 100 = 9/ 16
Other Comments:
Prepared By:
380 Mulberry Drive
San Marcos, Ca. 92069
7t-fl1 it Per AST1 D1556. Sand Cone Method
SAN MARCOS ENGINEERING PLATE 9. Field Density Test
Civil Engineers, Soils & Foundation Date .3-5-as
* REPORT OF SOILS COMPACTION TEST
Project& Address 2732 La Grao Vio L Q Cos/
Location of Test A,L,Loched Test No.
Height of Fill. -
Depth of Test Below T.G.
Bulk Density of Test Sand, W £/70 pcf
Weight of Soil Taken From Test Role, W2 3/34 lbs.! gms.
Moisture Content of Soils Calculated
Dry Weight of Soil From Test Hole, W3 0.2205 W2/ (100 + w) (,23/3 _lbs.
Weight of Sand Used in Test, W4 -9597' gm.
G. Weight of. Sand in Funnel, ______________________lbs. 145G gm.
Volume of Test Hole, V (W4 - w5)I 453. 6xW1 0.0576 ft3
Dry Density of Soil Tested. W W3/ V /07•85 _pet
Maximum Dry Density of Soil From Lab Tests, Wd max = pet
AtO. Mi. C.
Relative Compaction % = W I W x 100 = 010 d dmax.
Remarks:
Soil Type: 8rT4 5/Y77 iZI47 / Se $/
Sketch of Test Location:
(No Scale)
/
Other Comments:
Prepared By:
380 Mulberry Drive
San Marcos, Ca. 92069
7ii..fl1 II * Per ASTNI D1556 Sand Cone Method
11
SAN MARCOS ENGINEERING
Civil Engineers
380 Mulberry Dr. Suite 8
SAN MARCOS. CALIFORNIA 92069
(619) 7440111
APENDIX A
RECOMMENDED EARTHWORK SPECIFICATIONS
1. General Description. The objective is to obtain uniformity and adequate
internal strength in filled ground by proven engineering procedures and
tests so that the proposed structures may be safely supported. The pro-
cedures include the clearing and grubbing, removal of existing structures,
preparation of land to be filled, processing the fill soils, filling of the
land, and the spreading and compaction of the filled areas to conform with
the lines, grades, and slopes as shown on the approved plans.
The owner shall retain a Civil Engineer qualified in Soil Mechanics
(herein referred to as Engineer) to inspect and test the filled ground
as placed to verify the uniformity of compaction of filled ground to
the specified 90 percent of maximum dry density. The Engineer shall
advise the owner and grading contractor immediately if any unsatisfac-
tory conditions are observed to exist and shall have the authority to re-
ject the compacted filled ground until such that as corrective measures . are taken, necessary to comply with the specifications. It shall be the
sole responsibility of the grading contractor to achieve the specified
degree of compaction.
2. Clearing, Grubbing, and Preparing Areas to be Filled.
All brush, vegetation, and any biodegradable refuse shall be re-
moved, piled, and burned or otherwise disposed of so as to leave
the areas to be filled free of vegetation and debris. Any uncompact-
ed filled ground or loose compressible natural ground, shall be
removed unless the report recommends otherwise. Any unstable,
swampy, or otherwise unsuitable areas shall be corrected by
draining or removal, or both.
The natural ground which is determined to be satisfactory for the
support of the filled ground shall then be plowed or scarified to
a depth of at least six inches (6tt), and until the surface if free
from ruts, hummocks, or other uneven features which would tend
to prevent uniform compaction by the equipment to be used.
After the natural ground has been prepared, it shall then be brought
to the proper moisture content and compacted to not less then 90
percent of maximum density in accordance with the A. S. T. M.
D1557-70 method which uses 25 blows of a 10 pound rammer
falling 18 inches on each of 5 layers in a 4 inch diameter 1/30
cubic foot cylindrical mold.
Page 2 RECOMMENDED EARTHWORK SPECIFICATIONS (CONT.)
(d) Where fills are made on hillsides or exposed slope areas, with
gradients greater than 10 percent, horizontal benches shall be
cut into firm undisturbed natural ground in order to provide both
lateral and vertical stability. This is to provide a horizontal
base so that each layer is placed and compacted on a horizontal
plane. The initial bench at the toe of the fill shall be at least 10
feet in width on firm undisturbed natural angle of repose or de-
sign slope. The Engineer shall determine the width and frequency
of all succeeding benches which will vary with the soil conditions
and the steepness of slope.
3. Materials and Special Requirements. The fill soils shall consist of
select materials free from vegetable matter, and other deleterious
substances, and shall not contain rocks or lumps greater than 6 inches
in diameter. This may be obtained from the excavation of banks, borrow
pits or any other approved sources and by mixing soils from one or
more sources. If excessive vegetation, rocks, or soils with inadequate
strength or other unacceptable physical characteristics are encountered,
these shall be disposed of in waste areas as shown on the plans or as
directed by the Engineer. If, during grading operations, soils are found
which were not encountered and tested in the preliminary investigation,
tests on these soils shall be performed to determine their physical
characteristics. Any special treatment recommended in the preliminary
or subsequent soil reports not covered herein shall become an addendum
to these specifications.
The testing and specifications for the compaction of subgrade, subbase, and
base materials for roads, streets, highways, or other public property or
rights-of-way shall be in accordance with the standards of the governmental
agency having jurisdiction.
4. Placing, Spreading, and Compacting Fill Materials.
When the moisture content of the fill material is below that spe-
cified by the Engineer, water shall be added in the borrow pit
until the moisture content is near optimum to assure uniform mix-
ing and effective compaction.
When the moisture content of the fill material is above that spe-
cified by the Engineer, resulting in inadequate compaction or un-
stable fill, the fill material shall be aerated by blading and
scarifying or other satisfactory methods until the moisture con-
tent is near optimum as specified.
After processing, the suitable fill material shall be placed in
layers which, when compacted, shall not exceed six inches (6").
Each layer shall be spread evenly and shall be throughly mixed
during the spreading to insure uniformity of material and mois-
ture in each layer.
After each layer has been placed, mixed and spread evenly, it
shall be throughly compacted to not less than the density set forth
0
Page 3 RECOMMENDED EARTHWORK SPECIFICATIONS (CONT.)
in. paragraph 2: (c) above. Compaction shall be accomplished
with sheepsfoot rollers, multiple-wheel pneumatic-tired. rollers, . or other approved types of compaction equipment, such as vib-
ratory equipment that is specially desiied for certain soil types.
Rollers shall be of such design and maintained to such a level
that they will be able to compact the fill material to the specified
density. Tamping feet of sheepsfoot rollers shall be maintained
such that the soil will be compacted rather than sheared by the
roller. Rolling shall be accomplished while the fill material is
at the specified moisture content.
Rolling of each layer shall be continuous over its entire area and
the roller shall make sufficient trips to insure that the specified
density has been obtained. Rolling shall be accomplished in a
planned procedure such that the entire areas to be filled shall
receive uniform compactive effort.
The surfaces of the fill slopes shall be compacted by means of
sheepsfoot rollers or other suitable equipment. Compacting
operations shall be continued until the slopes are stable and until
there is no appreciable amount of loose soil on the slopes. Com-
pacting of the slopes shall be accomplished by backrolling the slopes:
in increments of 3 to 5 feet in elevation gain or by other methods
producing satisfactory results.
Field density tests shall be taken for approximately each foot in
elevation gain after compaction, but not to exceed two feet in
vertical height between tests. Field density tests may betaken
at intervals of 6 inches in elevation gain if required by the
Engineer. The location of the tests in plan shall be so spaced to
give the best possible coverage and shall be taken no farther apart
than 100 feet. Tests shall be taken on corner and terrace lots
for each two feet in elevation gain. The Engineer may take additional
tests as considered necessary to check on the uniformity of compaction.
Where sheepsfoot rollers are used, the tests shall be taken in the
compacted material below the disturbed surface. No additional
layers of fill shall be spread until the field density tests indicate
that the specified density has been obtained.
The fill operation shall be continued in six inch (6") compacted
layers as specified above, until the fill has been brought to the
finished slopes and grades as shown on the accepted plans.
Inspection. Sufficient inspection by the Engineer shall be maintained
during the filling and compacting operations so that he can verify that
the fill was constructed in accordance with the accepted specifications.
Seasonal Limits, No fill material shall be placed, spread, or rolled if
weather conditions increase the moisture content above permissible
limits. When the work is interrupted by rain, fill operations shall not
be resumed until field tests by the soils engineer indicate that the moisture
content and density of fill are as previously specified.
[I
Page 4 RECOMMENDED EARTHWORK SPECIFICATIONS (CONT.)
Limiting Values of Nonexpansive Soils. Those soils that expand 3. 0 . percent or less from air dry to saturation under a unit load of 150
pounds per square foot are considered to be nonexpansive.
All recommendations presented in the attached report are a part of
these specifications.
SAN MARCOS ENGINEERING
CIVIL ENGINEERS. SOILS & FOUNDATION
Natural Ground Surface
. •- . . .. Stripping Depth: Remove All Topsoil
H H Slope Ratio
— . • •: V
-, • ... .
£1 ll
Varies
i
S Notes:
1. Width W should be at least 10'
2 The outside edge of bottom key shall be below topsoil or loose
surface material.
3. Keys are required where the natural slope is steeper than 10 percent
gradient or 10 horizontal to 1 vertical.
TYPICAL KEY BENCHING FOR SLOPES
No Scale
380 MULBERRY ORIVE. su,rc 13
SAN MARCOS. CA 92069 (6191 744.0111
SAN MARCOS ENGINEERING
£NGNCZR$. SOU.$ OUMØA?TON
APPENDIX B.
RECOMMENDATIONS FOR EXPANSIVE SOILS
For soils that are expansive with respect to change in volume with change in
moisture content, there is no economical way to absolutely prevent movement
if there is a change in soil moisture content. Insofar as it is practicable, a
stable soil moisture content should be established and maintained throughout
the life of the structures. It is usually not practical to maintain a completely
stable soil moisture content. Therefore, in order to minimize the undesire-
able effects of the expansive soils on the structures, if these soils are placed
or allowed to remain within the upper three feet below finish grade, it is re-
commended that the following special precautions be exercised in design and
construction of slabs and foundations.
Avoid the use of isolated interior piers where possible. Continuous
interior and exterior footings should be used throughout and these
should be placed at a minimum depth of 2 feet below the lowest adja-
cent exterior final ground surface.
Reinforce and interconnect continuously with steel bars all interior and
exterior footings with 2-#4 bars at 3 inches above the bottom of all
footings and 244 bars placed 1 1/2 inches below the top of the foundation , stems for frame floors or top of slab for slab-on-grade construction..
Insofar as practicable, maintain the moisture at 1 to 4 percent greater
than optimum in the soil below the building to a depth of 3 feet below
finish grade prior to placing concrete. It is to be noted that large
amounts of moisture should not be added immediately prior to placing
the concrete. This will result in expansion of the soil against the uncured
concrete which could cause possible damage.
In buildings where it is practicable to permit independent movement of
slabs with respect to foundations, such as in garages and warehouses,.
these slabs should be separated from the foundations by 1/2 inch thick-
ness of construction felt or equivalent. Special care should be exer-
cised to assure that the separation extends to the full depth of the thick-
ened edges of slabs and that door stops sttached to the building clear
the slab by at least one inch.
Use raised self-supporting floors that span between continuous footings
or reinforce all concrete slabs on grade with 6x6-10/10 welded wire fabric.
f Provide a minimum of 4 inches of clean sand beneath all concrete slabs.
Provide a moisture barrier 2 inches below slabs in areas that receive
flooring which might be adversely affected by capillary moisture.
I As an alternate to paragraph (d) above, if the project loan is to be
guaranteed by the Federal Housing Administration, provide 4 inches of
gravel overlain by a moisture barrier which in turn is overlain by 1
inch of sand under concrete slabs on grade.
Provide positive drainage from all perimeter footings to a horizontal
- distance of at least 5 feet outside the building walls.
380 MULUCRIv ORlvt. s1c
SAN MARCOS. CA 92009 (8191 744.01 11
SAN MARCOS ENGINEERING
CIVIL ENGINEERS. SOILS & F'OUNOAriOM
380 MULBERRY DRIVE. SUITK R
SAN MARCOS, CA 92069 16191 744-Oily
APPEND/X - E
UNIFIED SOIL CLASSIFICATIONS
6
Zo FIELD IDENTIFICATION PROCEDURES
MAJOR DIVISIONS ca TYPICAL NAMES (Excluding particles larger than 3 nches
U, and basing fract)ns on estimated wegn's)
(1) (2) (3) (4) (5)
C
- -. Gw Well-graded gravels, gravel-sand mixtures, Wide range in grain sizes and substantial
0 little or no fine,. amounts of all intermediate oarticle siZ1.
13 _
GP Poorly-graded gravels, gravel-sand mixtures, Predominantly one size or a range of sizes with
-
- ..J
• a little or no fines, some intermediate sizes missing.
a o a - - - - GM Silty gravels, gravel-sand-silt mixtures. Nonpiastic fine, or fine, with ow Plasticity
US (for identification procedures see ML below).
a j €.iZ,C_ ,
Z j
€2 3 .
a. V a CC Clayey gravels, gravel-sand-clay mixture,, Plastic fines (for identification procedures
see CL below.
Well-graded sands, gravelly sands, little or Wide range ifl grain size and substantial amounts
C
- I ! - U'— U 6 9
._ C 0 no fines, of all intermediate particle sizes.
— -
-a Poorly graded sand, gravelly sands little or Predominantly one size or a range of sizes 0 Q—. * 0 no fines, with some intermediate size, missing.
SM
F3z
Silty sands, sand-silt mixtures. Nonplastic fines or fine, with ow plasticity - US - -
(for identification procedures see ML below).
o
is. US SC Clayey sands, sand-clay mixtures, Plastic fines (for identification procedures
see. CL below).
S - IDENTIFICATION PROCEDURES
- on Fraction Smaller than No. 40 Sieve Site
S Dry Strength Dlatar'cy Toughness
LI Is (Consistancy (Reaction (Crushing
near PL) to snaking) charac:eqs(ic's)
- Inorganic silts and very fine sands, 0ck
a ML flour, silty or clayey fine sands or None to slight Quick to slow None
clayey silts with slight plasticity.
C.) - '3 Inorganic clays of low to medium plasticity, None to very O I C CL gravelly clays, sandy clays, silty clays. Medium to high slow Medium
d S 0
2' -J .I -
lean clays.
OL Organic silts and organic silty clays of low Slight to Slow Slight plasticity, medium
2! - C — Inorganic silts, micaceous or diatomaceous Slight to slight to
a CI MH fine sandy or silty soils, elastic silts, medium Slow to none mnedium
3
C CH Inorganic ciays of high plasticity, fat clays. High to very None High high
-J-Jt
OH Organic clays of medium to high plasticity. None o very Slight to
organic ui'3. Medium to high slow medium
HIGHLY ORGANIC SOILS Pt Peat and other highly organic soils. Readily identified by color, odor, soongy feel
and frequently by fibrous texture.
a - This is an abridged version of the rable. For complete table and explanation see:
United Stares Corps of Engineers, Waterways Experiment Station, Unified Soil Classification System,
Technical Memorandum 3357 (Vol. I, 1953), see entire work.
See also:
United States Oepeitmenr of Defense, Unified Soil Classification System for Roads, Airfields, Embankments
and Foundations (MIL-$TO-6198, 7968), see entire work.
L]
To: ENGINEERING, FIRE, PLANNING, UTILITIES
FINAL INSPECTION NOTICE
Date ___
1-28-86
Address 2732 La Gran Via
Plan # 85-69
Type of Construction SFD
Person to Contact Allison Pearce Ph. No. 439-7105
Engineering
Department Date Approved
Fire
Prevention Date Approved Planning
Department Date Approved
,.thlties
Department ) Date a2 - Approved O ft -
Comments:
IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT W
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Applicant
TO: The City of Carlsbad Plan Check No.
1200 Elm Avenue
Carlsbad, CA 92008 Effective________________________
Date Paid Plan Check Fee
PROPERTY OWNER'S NAME iW7iti
ADDRESS 17 [/)4y TELEPHONE ___
PROJECT NAME (if applicable)
PROJECT LOCATION 4,4- 0-441 04
ASSESSOR'S PARCEL NO.
TOTAL NUMBER OF DWELLING UNITS
** * ** * ** * ** * * ** * ** *** * ** *** *** *****
School District Certification
No. bedrooms/like rooms .15
I certify that the requirements of Title 8, Division 2 of the
County Code for school facilities dedication of land or fees
have been satisfied for the above described project.
I
eL (92
Date
* * ** * * * * * * * * * ** **** * * * ** * ** * *** *** *
NOTE TO ) A review of one set of plans is
APPLIC1T) required by the school district.
FORM NO. 01-021 OtrIb.t Ion:
nhlt.' Applicant Till..: Ototnlct Pink: Apllcant
,-
DEVELOPMENTAL 1200 ELM AVENUE SERVICES CARLSSAD, CALIFORNIA 92008-1969
BUILDING DEPARTMENT (e19) 43$-25
Cite of Carltbab
DEDICATIONS OF LAND AND FEES FOR SCHOOL DISTRICTS
- CHAPTER 21.55 CARLSBAD MUNICIPAL CODE
RETURN TO: BUILDING DEPARTMENT
City of Carlsbad
1200 Elm Avenue
Carlsbad, CA 92008
FROM: School District Su -u -rr 1-W InO 4 S. Ti Name of District
Please Note: This form is valid only when Box #1 has been completed and signed by the Building Department. Box #2A or 29 shall be completed by the school district.
-
WPlan Check No. Eff
ective Date Date Plan Check Fee Property Owner's Nam rpg>, k Cç.7(9 (Lyo) Project Address Cre (RLp%T , CS q C) Ol a Project Site Legal Description i-.fjfr was IJ'% cSTP'
4r Project Site Assessor's Parcel No. h.P. Project Description - Incl. no. of dwelling units
L(1C
Department
Official
Signature Title Date
SCHOOL DISTRICT CERTIFICATION
I certify that the ruirrts of (liter 21.55, of the Carlsbad irLipa1 CbCe r sdiccl fad ities cdicatri of land and fees have been satisfied r the des cibed project.
fa 3 —I2 —4 Siure f Title Date
Note to Applicant. A review of one set pis nay ce required by the school district.
LEUCADIA COUNTY WATER DISTRICT
APPLICATION FO[ SEWER SERVICE
Owner's Maine David Hein-- - Phone No. 532-3069
Mailing Address 3333 Kirkwood Avenue
Orange, CA 92669
Service Address: 2732 La Gran Via________________
Tract Description: ' lot 283. South 1/4
Assessor's Parcel No. &/
Type of Building 1L_ No. Units 1 Connection Fee $1500.00
Lateral Size: 4" 6" 8" Saddle Easement Connection (pre-pd 200.00)
Extra Footage: @ $_______ Extra Depth: 1300.00
- Lateral Fee
Amount Rec'd tc•. Prorated Sewer Ck. No/Cash
Date
=P F
Rec'd By
10:1ce Fee $__1500 00
The application must be signed by the owner. (or his authorized representative) of
the property to be served. The total charges must be paid to the District at the
time the application is submitted.
If a service lateral is required, it will be installed by the Leucadia County Water
District. The service lateral is that part of the sewer systjthat extends from
the main collection line in the street (or easement) to the point in the street (at
or near the applicant's property line) where the service lateral is connected to.
the applicant's building sewer. The applicant is responsible for the construction)
at the applicants expense, of the sewer pipeline kbuiiding sewer' the appU-
cant's plumbing to the point in the street (or easement) where a connection is made
to the service lateral.
The connection of the applicant's building sewer to the service lateral shall be
made by the applicant at his expense. The connection must be made in conformity
with the District's specifications, rules and regulations; and. IT MUST BE INSPECTED
AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT.
THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE
TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC-
TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE C0NS1DERE
INVALID AND WILL NOT BE ACKNOWLEDGED. •
The prorated sewer service fee is based upon the date the District estimates that
service will begin and covers the balance of the fiscal year. There will be no
additional fee or refund if service actually coninences on a different date. For
succeeding fiscal years, the sewer service fee will be collected on the tax roll
in the same manner as property taxes.
The undersigned hereby agrees that the above infrmtinn given is correct and rc
to the conditions as stated. .
) Owner's Signature Date Account No.
L ho