HomeMy WebLinkAbout2440 LA COSTA AVE; ; CB880838; Permitlict CAII DAIIIT DrU fIlly Q. DDrEE I1ADfl APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS.
CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 2075 Las Palmas Dr., Carlsbad, CA 92009-1915 (619) 438-1161 -
JOB ADDRESS AV, ST. RD. THOMAS BROS NO. tE
O.P WIONJ
8U7UC ENSE U VALUATION PERMIT NUMBER
q'
ZONE LOT BLOCK SUBDIVISION ASSES P RCEL NO. CONTRACTOR CONTRACTORS PHONE a?w Sh¼4ØA4F sji. 3L, —0% / OWNER'S NAME OWNERS PHONE _____________________________ ______________
CONTRACTOR'S ADDRESS STATE LICENSE NO.
t4PvjA tO 't1tU1 L(Jc.((J 7-7I 17 BUILDING SO. FOOTAGE
25;7
OWNER'S MAILING ADDRESS
DESIGNER Z iA- *-& Cc1ZAS 1hO DESIGNERS PHONE RA4O ¼/ Assoc.4-1-1. ;i 71 OES OOF o DESIGNER'S ADDRESS STATE LICENSE NO. 1118 09/05/88 0001 01. 02 -
VQ" #4f.-Ou"4t Vje( IiPWt BldPmt - 205.i0'
F/P ELEV.I NO o EDU
STORIES
Y
I CENSUS TRACT PARKING SPACE RES UNITS GRADING PERMIT ISSUED I REDEVELOPMENT TYPE DCC LOAD Fl RE SP
AREA
nO N 'y sO N(3-,, vD. Not Valid Unless Machine Certified
OTY. PLUMBING PERMIT - ISSUE 2 QTY. MHANICAL PERMIT - ISSUE . SUMMARY/ACCOUNT. NUMBER-
EACH'FIXTURE TRAP __________________________________________
. -IN IL FURNcOUCTS UPJO 100,000 BID , BUILDING PERMIT O01'810'0O'0O'8220 / " Y
EACH BUILDING SEWER O,ER 100,000 BTU , SIGN PERMIT 001'810'00'00'8221
EACH-WATER HEATER ANDiOR VENT - .,Ji OILEOMPRESSO1)UPOI3HP - - PLAN CHECK '001-810-00-00'8891
- EACH GAS SYSTEM iTO 4 OUTLETS . ( , TOTAL PLUMBING 001'810'00'00'8222
EACH GAS SYSTEM S OR MORE . v1')\L ' ELECTRICAL 001'810'00-00'8223
EACH INSTAL.. ALTER. REPAIR WATER PIPE . - VENT F,hSJNr1E DUCT - MECHANICAL 001-810'00'00-8224 '
EACH VACUUM BREAKER ' -
MQEJST HOOD/DUCTS MOBILEHOME 001-810'00'00-8225
WATER SOFTNER . OF EA FURNACE/HEATER SOLAR ' 001'810'00'00'8226
EACH ROOF DRAIN (INSIDE) - ' -
VENT . STRONG MOTION 880-519'92'33
v) TOTAL MECHANICAL I
I ' ,
FIRE SPRINKLERS 001'810'00'00'8227
TO? AL PLUMBING PUBLIC FACILITIES FEE 320-810-00-00-8740
BRIDGE FEE 360-810'00-00'8740
OTY: 'ELECTRICAL PERMIT- ISSUE • QTY. MOBILE HOME SETUP
- PARK-IN-LIEU (AREA
NEW CONST EAAMP'SWT BKR CAR PORT - TIF 312-810-00-00-8835
1 PH,,. ' - '. - - 3 PH , AWNING , . LA COSTA TIF • - 311-810'00-00'8835
EXIST BLDG.EAAMP/SWTBKR GARAGE - FMF
1 PH , . 3 PH . , LICENSE TAX 001'810'00'00'8162 -
REMODEL.'ALTLR PER CIRCUIT -.
-
. MFF 880-519'92'57
TEMP POLE "200 AMPS,:
- OVER 200 AMPS . -
TEMP OCCUPANCY 00 DAYS)
CREDIT DEPOSIT _>
TOTAL ELECTRICAL
7
TOTAL - -' - TOTAL FEES PAYABLE 1 —
I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY Expiration. Every Permit issued by the Building Official undertheprovlsronsoithis * AN OSHA PELT IS REQUIRED FOR EXCAVATIONS OVER I Code shall expire by limitation and become null and cord It the building or work CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE I authorized by such permit Is not commenced within 180 days from the date of such 50" DEEP AND DEMOLITION OR CONSTRUCTION OF
DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS I permil, or if the buij?t9 or work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT
ISSUED: TO COMPLY WITH ALL CITY, COUNTY AND STATE LAWS GOVERNING BUILDING CON I abandoned at any tinle alter the workcommenced for a period 01 180 day s. _________________ ______________
STRUCTION. WHETHER SPECIFIED HEREIN OR NOT, I ALSO AGREE TO SAVE INDEMNIFY AND OWNER 0 CONTRACTOR KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND
EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE PHONE 0
A~A~By DATE
'01 12BY GRANTING OF THIS PERMIT.
I hereby affirm that I am licensed under
alone 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.
Il I hereby affirm that I am exempt from the Contrac-
br's License Lam lot the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which re
qaires 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 30? the Business and Professions Code) nr that is ex-
empt therefrom and the basis for the alleged exemption. Any
- - violation of Section 7031.5 by an applicant tar a permit sub'
jcts the applicant na civil penalty of not more than live hun-
dred dollars 105001.
I I, as owner of the properly. or my employees With wages
as their sole compensalion. will do Ihe work, avd the struC-
tare is not intended or uttered tsr sale ISec: 7044. Business
and Pro tessions Code: The Contractors license Law dues
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 improvements are not intend-
ed or ottered for sale. It. however, the building or improve-
ment is sold within one year of completion, the owner-builder
will have the burden 01 proving that he did not build or im-
prove for the purpose 01 sale).
I I, as owner Of the property, am exclusively contracting
with licensed contractors to construct the project (Sec. 7044.
Business and Professions Code: The Contractor's License
Law does not apply loan owner 01 property who builds or im-
proves thereon, and who contracts for each projects with a
contractu'rlsl license pursuant to the Contractor's License Law ).
I'] As a homeowner I am improving my home, and the follow-
ing conditions exist: -
t. The work is being performed prior to sale.
2, I have lived in my home for twelve months
prior to completion 01 this work.
3. I have not claimed this exemption during the
- last three years.
0 lam exempt under Sec. - B & P.C. .for this reason
T
I hereby allirm that Ihave a certificate or consenl to
se I.insure. era certificate of Workers Compensation In-
surance, or a certified copy thereof (Sec. 3800. Labor Code)
POLICY NO.
COMPANY ,
li-'i Copy is riled with the city 4
UA
,Certified Copy is hereby furnished
V
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed it the permit
is for one hundred dollars 101001 or less)
I certify that in the performance 01 the work for which
rhierrrrit is issued. I shall not employ any person in any
- manner so as to become subject to the Workers' Compev-
- sarion Laws of California.
NOTICE TO APPLICANT: It. alter making this Certificate
of Exemption. you should become subject to the Workers'
Compensation provisions or the Labor Code, you must
forthwith comply with such provisions or this permit shall
be deemed revoked.- -
0 I herebyullirm that there Is a construction tending
L IC agency for the pertormavce 01 the work for which this per.LI mil is issued (Sec. 3097, nil C d
ZI - Lender's
L Lender's Address_________________________________
TYPE DATE INSPECTOR
BUILDING
FOUNDATION
REINFORCED STEEL
MASONRY
GUNITE OR GROUT
SUB FRAME Li FLOOR Li CEILING
SHEATHING Li ROOF Li SHEAR
FRAME 9/io/fi
EXTERIOR LATH
INSULATION
INTERIOR LATH & DRYWALL
PLUMBING
Li SEWER AND BL/CO Li PL/CO
UNDERGROUND 0 WASTE Li WATER
TOPOUT DWASTE Li WATER
TUB AND SHOWER PAN
GAS TEST
Li WATER HEATER Li SOLAR WATER
ELECTRICAL
Li ELECTRIC UNDERGROUND Li UFFER
ROUGH ELECTRIC Ao
Li ELECTRIC SERVICE Li TEMPORARY
Li BONDING Li POOL
MECHANICAL
Li DUCT & PLEM., Li REF. PIPING
HEAT - AIR COND. SYSTEMS
VENTILATING SYSTEMS •. . _________
CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE.
ITEMS ABOVE HAVE BEEN APPROVED
FINAL .1S.
PLUMBING
ELECTRICAL
MECHANICAL
GAS
BUILDING
SPECIAL CONDITIONS N
1/I
Sc5
S..
FIELD INSPECTION RECORD
-REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES .
INSPECTION REQ. IF
CHECKED
INSPECTORS
APPROVAL DAT E
PRIOR TO
FOUNDATION INSP
SOILS COMPLIANCE
STRUCTURAL CONCRETE
OVER 2000 PSI
PRESTRESSED
CONCRETE
POST TENSIONED
CONCRETE
FIELD WELDING
HIGH STRENGTH
BOLTS
SPECIAL MASONRY
PILES CAISSONS
N
5 .
-
S\5;
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: 880338 DATE: 11888
PROJECT NAME:
JE
ADDRESS: 2440 Le Costa Ave
V V
PROJECT NO.: _________________ UNIT NUMBER: _________________ PHASE NO.:
TYPE OF UNIT:C t NUMBER OF UNITS:
CONTACT-PERSON: MichC1 V
CONTACT TELEPHONE: 436 0961
b1dq,onoln, -plan. fire. h2'a
V •t
V
INSPECTED __
.
TlECTED: V ///"//A 'APPROVED ,11J4V DISAPPROVED
V
V INSPECTED DATE
BY: V INSPECTED: ___________ APPROVED ______ DISAPPROVED
INSPECTED - DATE) V
V
V
BY: V
VINSPECTED: ___________ V APPROVED DISAPPROVED
V V V
V COMMENTS:
V
V V
V
V
.
Rev. 1/86 WHITE:Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GO V ire
wftl 'Alf, VIV
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: 880838 DATE: 11-18-88
PROJECT NAME:
ADDRESS: 2440 La Costa Ave
PROJECT NO.: UNIT NUMBER: __________________ PHASE NO.:
TYPE OF UNIT: res TI NUMBER OF UNITS:
CONTACT PERSON: MiChEil
CONTACT TELEPHONE: 4360961
hkq,enin.n, fire, h2o
INSPECTED (2 ¼.flvk DATE
BY: INSPECTED: ___________ APPROVED DISAPPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED ______ DISAPPROVED
INSPECTED DATE
BY: _________________________ INSPECTED: _____________ APPROVED ______ DISAPPROVED
COMMENTS: -. S
Rev. 1I86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: UtiIitl Planning LD: Fire
klp
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: 880838 DATE: 111888
PROJECT NAME:
ADDRESS: 2440 La Costa Ave
.
.
PROJECT NO.: UNIT NUMBER: __________________ PHASE NO.:
TYPE OF UNIT: res TI
.
NUMBER OF UNITS:
CONTACT PERSON: Michael It,
CONTACT TELEPHONE: 436-0961 _/ Nov_
Ei
BY: AIA4- 'INSPECTED:
INSPECTED DATE
_____ APPROVED ___DISAP
INSPECTED DATE
BY: INSPECTED: ____________ APPROVED ______ DISAPPROVED
INSPECTED . DATE
BY: INSPECTED: ___________ APPROVED ______ DISAPPROVED
COMMENTS:
* I
-
Rev. 1186 WHITE: Suspense BLUE: Water Distri En!n:CANARY: Utilities PINK: Planning GOLD: Fire
FINAL BUILDING INSPECTION
PLAN CHECK NUMBER: 88O838.:.' ' ' DATE: - :11-18-88
PROJECT NAME:
ADDRESS: 2440 La Costa Ave
PROJECT NO.: UNIT NUMBER: _________________ PHASE NO.:
(
TYPE OF UNIT: res TI NUMBER OF UNITS:
CONTACT PERSON: Michael
CONTACT TELEPHONE:'1436-0961 .
b1da r na1n r nIin.fireb2n
INSPECTED DATE NOV. 2 11988 INSPECTED: APPROVED' DISAPPROVED
INSPECTED ' DATE
BY: INSPECTED: APPROVED DISAPPROVED
INSPECTED . DATE
BY: : INSPECTED: ____________ APPROVED. DISAPPROVED
4 .
Costa Real Municipal Water District
COMMENTS: Engneertng Department '
(619) 438-3367
Rev. 1/86 WHITE: Suspense hgineering CANARY: Utilities PINK: Planning GOLD: Fire
Property Description: Lot: /1 Map:_____________
Project Description:/-4- J&A-. I
Applicant Name: 7IFWSf$L.:&iitt. Date:
Address: c44/b LLc'7L-.4-ZP€.w.t. Phone:_________
Re: Architectural Committee Project Review
Dear __JkL&4_:
The plans you submitted have been reviewed by the Architectural
Committee.
____They have not been approved for the following reasons.
/They have been approved subject to certain conditions; your
plans will be stamped "approved" and returned to youupon satis-
faction of the following items:
3
Upon approval, two sets of ;stampéd approved plans will be returned
to you. These plans shouldthen be submitted to the City of
Carlsbad for their plan check and review. If subsequent approvals
require reprinting you may return those plans to us for restamping
verification.
Be advised that this approval in no way supersedes or nullifies
jurisdictional Building Codeor Zoning Ordinance requirements.
This review relates only to conformance with the C.C. & R's for
your project location and does not exempt you from any other con-
ditions of C.C. & R's which may not be evident from the plans sub-
mitted. The review futhermore is limited to your plans as sub-
mitted; if substantial changes aremade to your plans, the C.C. & R's
require resubmission.
Architectural Committee
Name of Subdivision
By:.
6670 El Camino Real, P.O. Box 9000-266 • Carlsbad • California 92009 • (619) 931-8747
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560.1468
DATE: JiIy J1 tctSS -
JURISDICTION:
PLAN CHECK NO: SET:
PROJECT ADDRESS: 2ggp LA_ ,s-/. 91p1d,
PROJECT NAME:f)-s"k.er
APELICANT
ISDI ION
AN CHECKER
FILE COPY
UPS
DESIGNER
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
fl 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.
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check. list and should be corrected
and resubmitted for a complete recheck. '
Ej The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
U 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.
U Esgil staff did advise applicant that the plan check has
been completed. Person contacted: --- -
Date contacted: Telephone #
REMARKS:
By: Enclosures:
ESGIL CORPORATION
1 /01
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 208
SAN DIEGO, CA 92123
(6 19) 560I468
DATE: JL1 H
JURISDICTION: CITY OF CARLSBAD
- PLAN CHECK NO: SET: 2
PROJECT ADDRESS: gqp L. Riud:
PROJECT NANE:
PLAN CHECKER
FILE COPY
UPS
DESIGNER
The.plans transmitted herewith have been correàtedwhere 0 necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
D 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 0 identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction's
copy for .your information. The plans are being held at
Esgil Corp.- until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to: I kPri Jiriny Dv - IiAA-L ,-
U -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 U been completed. Person contacted:
Date contacted: Telephone #
REMARKS:
BY: -
ENCL:_________________
ESGIL CORPORATION
PLO NO:S56 PLEASE READ
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
juRIsDIc:CITY OF CARLSBAD 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
TO: __ PA, Q( regulations enforced by the Building Inspection
Department. You may have other corrections based
2 2O Tmy rcz41,L L an laws and ordinances by the Planning Department,
Engineering Department or other departments.
-( Mar /&4
Present California law Wndates that residential
OSURES:construction comply with Title 24 and the following
model codes:
1985 UBC (eff. 7/31/87)
1985 UPC (eff. 3/30/87)
1987 NEC (eff. 10/28/87)
PFDJE= ADS: 1985 UMC (eff. 8/28/87)
Z1L1O i lvi.. The above regulations apply to residential
construction, regardless of the code editions
PLO( AREA: C2 adopted by ordinance.
a
-.
PLAN aic lkT
CITY OF CARLSBAD
SI1.E FAMIlY _AND DUPLEX LS
Date plans received by jurisdiction:
The circled items listed need clarification,
modification or change. All items have to be
satisfied before the plans will be in conformance
with the cited codes and regulations.. Per Sec.
303(c), 1985 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
To speed up the recheck process, noteonthislist
(or acopv)_ where each correction item has been
addressed i.e.. plan sheet, specification. etc. Be
sure to enclose the marked up list whenpusubmit
the revised plans .
Date plans received by Esgil Corporation:
7/c-Ic-
Date initial plan check completed:
By:kr*_C/ya
Applicant contact person:
)t Rrty_ Telephone: _73-?1
NOTE: PAGE RMUM ARE *11 IN SEQUENCE AS PAGES HAVM NO ITEMS ThG CORREMME WERE DELK=-
Litt No. 63, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1985 UBC)
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:
Esgil Corporation, 9320 Chesapeake Drive,
Suite #208, San Diego, California 92123,
(619) 560-1468.
j. Please make all corections on the-original
/ tracings and submit two new sets of prints,
and any original plan sets that may have been
returned to you by the jurisdiction, to:..
The jurisdiction's building department.
'. Indicate on the Title Sheet of the plans, the
/ name of. the legal owner and name of person
I responsible for the preparatiozi of the plans.
Section 302(a)7.
All sheets of plans must be signed by the
(_ person responsible for their preparation.
(California Business and Professions Code).
Plans, specifications and calculations 'shall be
f signed by the California state licensed
engineer or architect responsible' for their
preparation, for plans deviating from
conventional wood frame construction. Specify
expiration date of license. (California
Business and Professions Code).
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).
7. Provide 'a statement on the Title Sheet of the
plans that this project shall comply with Title
24 and 1985 UBC, UMC and UPC and. 1987 NEC.
Submit fully dimensioned plot plan drawn to
scale showing location, size, and use of all
existing and proposed structures on the lot.
Identify property lines and show lot dimensions
and all easements. Show location of all cut or
fill slopes. Show finish floor elevations and
show elevations of adjacent finish grade.
Show drainage patterns with minimum slopes.
Section 302(c).
- Indicate distance from property lines to
proposed building. Section 302(c).
Show on the title sheet all structures, pools,
f walls, etc. included under this application.
Any portion of the project shown on the site
-plan that is not included with the building
permit application' filed should be clearly
identified as "not included."
/1. Clearly show if the lower level is a basement
or a story, based on the definitions in
Sections 403 and 420. Plot the finish grade
(as defined) on the elevations and dimension
the distance to the floor above, for story
determination.
Walls closer than 3 feet to property lines
shall be one-hour rated construction, have no
openings, and shall have 30 inch parapets when
the building floor area exceeds 1,000 square
feet on any floor.
(Table 5-A, Section 1709 (a)). -
Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback
from the property line. Eaves over required
windows shall be not less than 30 inches from
the side and rear property lines. Section
1710 and Section 504 (a) and (b).
Plastic skylights shall not be installed
within 8' of an exterior wall located where
openings in such exterior wall are prohibited
or required to be protected.
Section 5207 (a) 7.
15. Projections, including eaves, shall be one-
hour fire-resistive construction, heavy timber
or of noncombustible material if they project
into the 3' setback area from the property
line. Section 1710.
if. Show location of permanently wired smoke
detector, centrally located in corridor or
area giving access to sleeping rooms or above
stair if sleeping rooms are on upper level.
Section 1210.
l7. 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
area. Section 1210.
18 When the valuation of a room addition exceeds
$1,000, or when sleeping rooms are created,
smoke detectors shall be provided at existing
bedrooms per item 16 above.
12/16/87 2
3. Provide stairway and landing details. Section 0. Spiral stairways may not be used for required
f 3306 (b) & (c). exits when the area served is greater than 400
sq. ft. Section 3306 (f).
Maximum rise is 7" and minimum run is 11".
When the stairs serves less than 10 -
z. Provide I.C.B.0. Research Report and number
occupants, or serves an unoccupied roof, I for metal stairway, or submit plans and
rise may be 8" maximum and run 9" minimum, calculations and approved fabricator
registered with the building department or
Minimum headroom is 6'61'.. note that the stairway fabrication plans shall
be submitted to and approved by the building
Minimum width is 36". official prior to installation.
Lq6. All hàndrails per Section 3306 (j), shall
I
In buildings over 2 stories in height, provide
3/4 hour fire-rated assemblies for all satisfy the following:
openings in the exterior wall below or within
Provide handrail for stairways with 4 or - 10 feet horizontally of an exterior stairway.
more risers. An exit balcony with 2 separated stairways is
exempt. Section 3306 (1).
Handrail shall be 30" to 34" above the /
nosing of treads. i4. Openings in exterior walls belowor within 10
1 feet, measured horiz,nta1ly, of an exterior
c The handgrip portion of handrail shall be stair shall be protected by self-closing fire
not less than 1 1/4" nor more than 2" in assemblies having a: three-fourths-hour fire cross-sectional dimension. protection rating when the stair serves a
floor level having openings in two or more
Every stairway landing shall have a dimension, least
floors below it. An exit balcony with two
separated stairways is exempt. measured in the direction of travel, at
equal to the stairway width. Such dimension Section 3306 (1).
need not exceed 36 inches. Section 3306 (g),
3304 (i). 4. Exterior stairways shall not project into the
1 3 foot setback from the property lines.
A door may open inward at the top step of a Section 3306 (n).
stairway provided the top step is not more than /
7 1/2" lower than. the floor level. Section O. The walls and soffits of the enclosed usable
3304 (h). ( space under interior stairs shall be protected
on the enclosed side as required for one-hour
4. Provide details of winding stairway complying fire-resistive construction. Section 3306
with Section 3306 (d): (m).
a. Minimum tread is 6 inches at any point and 4i. Within units, show that corridors have a
minimum 9 inches at a point 12 inchesfrom minimum width of 36 inches. Section 3305 (b).
where the treads are narrowest. OFThG
b. Maximum rise is 8 inches.
() Specify roof slope.
c. Minimum width is 36 inches.
. 51. Roof slope is not adequate for roof type
spiralProvide stairway details, per Section ' specified. Table 32-B; Section 3203 (h).
Minimum run is 7 1/2 inches measured at a
point 12 inches from where the treads are
the narrowest. / 5'4. Specify roof material and application.
Maximum rise is 9 1/2 inches. • Chapter 32. ,A.f.+I4rtr S P'ML artat
C. Minimum headroom is 6 feet 6 inches 55 Specify "I.C.B.O. or U.L. approval number for
- roof materials not covered in U.B.C., e.g.,
d. The tread must provide a clear walking tile, etc. Section 107.
area measuring at least 26 inc)ies from the
• rrc,,1-c-&it . 1$ p1 s P1) c/ev outer edge of the supporting column to the inner edge of the handrail.
12/16/87 4
5j. 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.
5/. The minimum slope for a fire retardant built-
up roof, with cap sheet surfacing, is 1/2 inch
in 12 inches. Section 3203 (e) 3.
5. Specify minimum 1/4 inch per foot roof slope
for drainage or design to support accumulated
water. Section 3207 (a), Section 2305 (f) and
Section 2511 (d) 6.
5. Show roof drains and overflows. Section 3207.
Provide skylight detiils to show compliance
with Sections 3401 and 5207 or provide I.C.B.O.
approval, number.
oIL. Plastic skylights must be separated from each
" other by at least 4 feet. Section 5207 (a) 6.
Show attic ventilation. Minimum vent area is 1 1/150 of attic area or.1/300 of attic area if
at least 50% of the required vent is at least 3
feet above cave vents or cornice vents. Show
-. required area and area provided.
Section 3205 (c).
MASONRY
613. Provide fireplace construction details or note
construction to be per attached fireplace
standard drawing. Chapter 37.
o4. Show anchored veneer support and connections
attached to wood in Seismic Zones 3 and 4,
comply with Section 3006, (d)1 and Section 2515
(a). Show ties and #9 wire in horizontal
joints.
4. Show height and construction details of all
masonry walls. Chapter 24.
6JS. Note that cleanout openings shall be provided
at the bottom of all cells to be grout filled
in accordance with Table 24-G. Cleanouts shall
be sealed before gróuting, after inspection.
4 . Show floor and roof connections to masonry
walls. Connection shall resist 200 pounds per
lineal. foot or the actual design load,
whichever is greater. Cross grain tension or
bending in wood ledger's is not permitted.
Section 2310 & 2312 (j)3A.
(3. Provide details. ' for .. damp proofing the
foundation walls, below finish grade, where
usable space exists on the interior side of the
walls. Section 1707 (d).
6fr. Show a minimum 2" air space and flashing
( between planter and building walls.
Section 2516 (c) 7.
GARAGE AND CARPORTS
7. Garage requires one-hour fire protection on
I the garage side of walls and ceiling common to
the dwelling. Table 5-B, Section 503 (d).
All elements supporting floor above garage,
I including walls supporting floor joists, must
have one-hour fire-resistive protection on the
garage side. Section 503 (b)
7. Show 1 3/8" solid core self-closing door for
'openings between garage and dwelling. Section
503 (d).
7(3. Garages are not permitted to open into a room
I used for sleeping purposes. Section 1104.
ij. An occupancy separation is not required
between carport and- residence, provided the
carport is open on two or more sides and has
no enclosed uses above.
Section 503 (a) Exception 3.
7. Show garage framing sections, size of header
I over garage opening, lateral cross bracing at
plate line, method bracing garage front and
holddowns if required. Chapter 23.
NOTE: Maximum shear panel ratio is 3 1/2 to 1
for height-to-width . Table 25-I.
Doors may open into the garage only if the
floor or landing in the garage is not more
than one inch lower than the door threshold.
Section 3304 (h).
Provide an 18" raised platform for any FAU,
water heater, or other device in the garage
which may generate a flame, or spark. UHC
Section 508, UPC Section 1310 (a).
FOUNDATION KaW1XS
7j6. Per soils report, note on the 'plan the soils
classification, whether or not the soil is
expansive and note the allowable bearing
value. Section 2905(c).
79 The foundation plan does not comply with the
soils report recommendations for this project.
Please review the report and modify design,
notes and details as required to show
compliance: (1)4+dSv,) l j a'i" hygo
.4 'a
12/16/87 5
Provide notes on the foundation plan listing
f the soils report recommendation for
foundations, slab and building pad preparation.
81. Provide a letter from the soils engineer
confirming that the foundation plan, grading
plan and specifications have been reviewed and
that it has been determined that the
recommendations in the soils report are
properly incorporated into the construction
documents (when required by the soil report).
8. The soils report recommendations excavations be
reviewed by soils engineer. Note on the
foundation plan that "Prior to the contractor
requesting a Building Department foundation
inspection, the soils engineer shall advise the
building official in writing that:
The building pad was prepared in
accordance with the soils report,
-. The utility trenches have been properly
backfilled and compacted, and
The foundation excavations, formings and
reinforcements comply with the soils
report and approved plan."
8ft. Show height of all foundation walls. Chapter
23.
Show height of retained earth on all foundation
walls. Chapter 23.
15. If cut or fill slops exist, show distance of
foundation to edge of .cut or fill slopes and
show steepness and heights of cuts and fills.
Chapter, 29.
4. Note on plans that wood shall be 6" minimum
above finish grade. Section 2907 (a).
7. Note on plans that surface water will drain
I away from building and show drainage pattern
and key elevations. On graded sites, the top
of any exterior foundation shall extend above
the street gutter at point of discharge or the
inlet to a drainage device a minimum of 12"
plus 2 percent. Section 2905 (f), 2907 (d) 5.
Dimension 'foundation per U.B.C. Table 29A:
Floors 7 : Footing
Supported* St4wall Width Depth Thickness
1 6" 12" 12" 6"
2 8" 1511.18" 7"
3 10" 18" 24" 8"
*Foundations may support a roof in addition to the
floors. Where only a roof is supported, use
foundation for one floor.
Show foundation sills to be pressure treated,
or equal. Section 2516 (c) 3.
/0. Show foundation bolt size and spacing.
Section 2907 M.
4. Specify size, I.C.B.O. number and manufacturer
of power driven pins. Show edge and and
distances and spacing.
Section 302 (c).
94. If required by structural calculations, show
I size, imbedment and location of hold down
anchors on foundation plan. Section 2312 (f),
302 (c).
3. If hold downs are required by calculations,
I note on plan that hold down anchors must be
tied in place prior to foundation inspection.
Section 305 (e) 1.
9/i. Show adequate footings. under all bearing walls
and shear walls. Section 2907 (b).
94. Show on the plans stepped footings for slopes
steeper than 1:10. Section 2907 (c).
Show minimum 18" clearance from grade to
bottom of floor joists and minimum 12"
clearance to bottom of girders.
Section 2516 (c) 2.
Show pier size, spacing and depth into
undisturbed soil. Table 29-A.
98 Show minimum underfloor access of 18" x 24".
Section 2516 (c).
9. Show minimum underfloor ventilation equal 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) 6.
1q6. Specify that posts embedded in concrete shall
be pressure treated per UBC Std. No. 25-12.
Section 2516 (c) 1.
Show wall bracing. Every exterior wood stud
wall and main cross partition shall be braced
at each end at least every 25 feet of length
with 1 x 4 diagonal let-in braces or
equivalent. Section 2517 (g) 3.
1p2. 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 inline. Sec. 2506 (h), 2511 (a) 6.
11)16/87 * 6
1d3. Show blocking at ends and at supports of floor
joists, rafters and trusses at exterior walls.
Section 2517 (d) 3, 2517 (h) 6.
114. Show double joists. Floor joists shall be
doubled under bearing partitions running
parallel with the joists. Section 2517 (d) 5.
ic. Bearing partitions, perpendicular to joists,
f shall not be offset from supporting girders,
beams, walls or partitions, more than the depth
of the joist. Section 2517 (d) 5.
1c. Show rafter ties. Rafter ties shall be spaced
fI not more than 4 feet on center and be just
above the ceiling joists, where rafters and
ceiling joists are not parallel. Section 2517
(h) 4.
iqi. Show rafter purlin braces to be not less than
45 degrees to the horizontal.
Section 2517 (11) 5.
lC. Show 1/2" - minimum clearance between top plate of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
l0. Show double top plate with minimum 48" lap
I splice. Section 2517 (g) 2.
i4
it
. Show nailing will be in compliance with Table
25-Q.
. Show or note fire stops at the following
locations per Section 2516 (f):
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;
- at all interconnections between concealed vertical and horizontal spaces such as
occur at soff its, drop ceilings and cove
ceilings;
In concealed spaces between stair
stringers at the top and bottom of the run
and between studs along and inline with
the run of stairs if the walls under the
stairs are unfinished; and
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.
lIZ. Show stud size and spacing. Maximum allowable
( stud heights: Bearing wall: 2 x4 and 2 x 6
max. lot; Non-bearing: 2 x e max. 141 , 2 x 6
max. 201 . Table 25-R-3.
1j3. Studs supporting two floors, a roof and
I ceiling must be 3 x 4 or 2 x 6 at 16" o.c.
Table 25-R-3.
44. Note on A.I.T.C. Certificate of Compliance for
glued laminated wood members shall be given to
the building inspector prior to installation.
Section 306 (f).
i/S. Detail all post-to-beam and post-to-footing
connections and reference the detail to the
plan. Section 2516 (m).
13k. Detail shear transfer connections, including
' roof and floor diaphragms, to shear walls.
Section 2513.
(). Specify nail size Snd spacing forall shear
walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm
dimension ratios. [Tables 25 I, 3, K and
Section 4713(d)].
10. Show 3" x 4" or 2" x 6" studs in first story
of three story building. Table 25-R-3.
119. Provide truss details and truss calculations
for this project. Specify truss
identification numbers on the plans.
1/0. Provide roof framing plan and floor framing
plan. Section 302 c)
311. Provide framing sections through
Section 302 (c).
12 . Specify all header sizes for opening over 4'
wide. Section 2517 (g) S. /+ r.c . ve( .&z If
C'r them
13. Provide calculations for maiM vertical and
horizontal framing members and post footings.
Section 302 (b).
],Z4. Provide calculations for lateral loads, shear panels, shear transfer and related. Section
302 (b).
12/16/87 7
ELBMICAL (NmAL ELECTRICAL CXR)E)
All wiring shall comply with the National Electrical
Code.
l&. Show on the plan the amperage of the electrical
/ service, the location of the service panel and
the location of any sub-panels.
]413 Show location of all electrical receptacles.
Electrical receptacle locations and/or spacing
is not adequate in____________________________
15. Show at least one convenience outlet other than
outlets for laundry, etc., outdoors, in garages and basements. NEC, Art. 210-52.
l6. Note convenience outlets in bathrooms, kitchen
counter top(s). within 6 feet of the kitchen
I sink, outdoors, and in garages and basements (other than for laundry and similar equipment) shall be GFI protected. NEC, Art. 210-8.
13.j. Note electrical system ground to be provided
I per NEC, Art. 250-81.
PLumBim (uNiFo4 PUBflE com
18. Show water heater size, type and location on plans. UPC, Section 1301.
l9. Show source for providing combustion air to fuel burning water heater. If wall openings in
an enclosure are used, at least one-half of the required opening area shall extend into the upper twelve inches of the enclosure and one-half within the lower twelve inches. UPC, Section 1307.
i4o. Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom. UPC, Section 1309.
1l. Provide adequate barrier to protect water heater from vehicle damage. UPC, Section 1310.
T Show T and P valve on water heater and show
route of discharge line to exterior..
UPC, Section 1007 (e).
1. Show shower stall can accommodate a 30" circle
( and has a minimum floor area of 1,024 sq. in.
UPC 909 (d).
11DISK INSUlATION
Show details of duplex coon (party) walls and floor/ceiling assemblies to achieve a
Sound Transmission Class (SIC) rating in walls
of 50 decibels and an Impact Insulation Class
(IIC) rating on floor/ceiling of 50 decibels.
Title 25.
Show how penetrations of assemblies for
piping, 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
achieve SIC of .50 bween garage .and living
area if garage use: is not controlled by
resident. Title 25.
ENERGY atscvATION: PIZASE READ
State regulations (California Admin. Code) require
that the design satisfy one of the attached
alternative energy packages or submit calculations.
The law also requires that many mandatory conservation items be satisfied.
18. On the title sheet of the plans, provide a
suary of the design features for this
project (i.e., R-values, glazing, shading
devices, thermal mass, HVAC efficiencies,
etc.).
G169 Show on the plans the "R" value for the walls,
,k loors ceiling and related areas.
I Cd.th4,IL 17)3. Show double glazing as per Energy Design, on Glazing Schedule.
11. Show on the plan how shading requirements are
satisfied.
1. Show on the plans the thermal mass areas as
t indicated in the energy documentation.
163. Note on the plan that hose bibbs and lawn
sprinkler system shall have approved backf low prevention devices. UPC, Section 1003(h) & (i).
12/16/87 9
17. The plans are not in compliance with the energy
/ conservation compliance package selected or
design calculations provided. Show on plans
conformance as follows:
171#. The glazing area on the plans exceeds that
/ shown in the 'documentation or allowed in the
package selected. Glazing area includes rough
openings of windows and the full size of french
doors.
Specify on the building plans all of the
/ mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Energy Conservation Requirements".
Show the make, model and efficiency of the
I. -. space heating (or cooling) system and provide
heat loss calculations if the output exceeds
45,000 BTU/Hr.
For room additions, show that the glazing area
J - of the addition does not exceed 16% of the
newly-conditioned floor area,- plus glazing
removed or relocated due to the addition.
CARLSBAD S.F.D. & DUP1M SUPPMEW
Energy conservation design should be-for Zone
7 . See attached energy packages.
Y9. Floor drains must have auto-prime (city
policy).
ilo. Note exhaust fans cannot be ductless type (city
policy). -
1l. 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).
42-. Note "two 3/4" copper pipes must be installed
to the most convenient future solar 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).
133. All piping for present or future solar water
heating must be insulated when in areas that
are not heated or cooled by mechanical means
(city policy).
Incorporate the waterproofing details, on the
( attached Policy 80-8, where interior living
space - occurs below grade at the masonry
wall(s).
1. Show on the Title Sheet on the plans, the
information required by the attached
Developmental Services Sheet 112383.
All new residential buildings, including
( additions, require a soils report. Please
submit two copies.
18,7. Heavy timber framing, minimum 6" x 10" beams
/ and minimum 8" x 8" post, for the structural
beam and column supporting the fire separation
- . - between the garage and living area above, is
acceptable if shown on the plans. (city
policy).
18. UBC Adopting Ordinance 8792 requires Fire
/ Retardant roof an all structures (Sec.
18.04.230). Show compliance with UBC Section
3203(e).
18,4. City Ordinance 9792 requires two parking
I spaces/unit with clear area of 20'x20' i.e. no
washing machines, etc. Show compliance.
10. Please see additional corrections, or remarks,
I on the following page.
The City of Carlsbad has contracted with Esgil
Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, California 92123; telephone number
of 619/560-1468, to perform the plan check for your
project. If you have any questions regarding these
plan check items, please contact_________________
K4 C4L'-e4-
at Esgil Corporation. If you have any questions
regarding City Building permit procedures, please
contact Carter Darnell at the City of Carlsbad,
1200 Elm Avenue, telephone 619/438-1161.
Thank you.
Enclosures:
1117/87 ' 10
Date: 71/y CITY OF CARLSBAD
Prepared by: --.:
Bldg. Dept.
Xei VALUATION AND PLAN CHECK FEE o Esgil
PLAN CHICK NO.
BUILDING ADDRES - _V/p L &4
APPLICANT/CONTACT xiRtrW PHONE NO. 75 -7/
BUILDING OCCUPANCY g DESIGNER PHONE_____________
TYPE OF CONSTRUCTION 3t-..v - CONTRACTOR PHONE___________
.,BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
Air ConditianirtE
Commercial
Residential
Res. or Comm.
Fire Srink1ers
Total Value- -
Building Permit Fee S
Plan Check Fee $
COMHCNTSt
Plans received by Esgilafter July 31, 1987 shall have permit and
olan check fees calculated oer 1985 UBC. -
SHEET I OF 1 12/87
VAIIIIIIIIIIIIRINEff 6-9
w w a
CD
C
ENGINEERING CHECKLIST
LEGEND
Date: 7—/8—e98 Item Complete
Plan Check No. 880838
Project Address: Z346 , 0
Item Incomplete - Needs
Your Action
Project Name: JJ5tj Av'rn -i
Field Check Date: 1,2,3 Number in circle
indicates plancheck
By: number that deficiency
was identified
LEGAL REQUIREMENTS
Site Plan
1. Provide a fully dimensioned site plan drawn to scale. Show: North
arrow, property lines, easements, existing and proposed
structures, streets, existing street improvements, right-of-way
width and dimensioned setbacks.
2.. Show on Site Plan: Finish floor elevations, elevations of finish
grade' adjacent to building, existing topographical lines, existing
and proposed slopes, driveway and percent (%) grade and drainage
patterns.
Rc/h 3. Provide legal description of property.
El I 4. Provide assessor's parcel number.
PERMITS REQUIRED
Grading
5. Grading permit required. (Separate submittal to Engineering
Department required for Grading Permit).
6. Grading plans in plan check PE___________
7. Need the following completed prior to building permit issuance:
Grading, plans signed.
Grading permit issued.
Grading completed.
Certification letter and compaction reports submitted.
Grading inspected and permit signed off by City Inspector.
8. Right-of-Way Permit required for work in public right-of-way
(e.g., driveway approach, sidewalk, connection to water main,
etc).
U
El El 9. Industrial Waste Permit application required. To be filled out
completely and returned to Development Processing.
FEES REQUIRED
DD 10. Park-in-Lieu fees required.
Quadrant: --- Fee Per Unit: Total Fee:
U Traffic impact fee required.
Fee Per Unit: -, Total Fee:
U Bridge and Thoroughfare fee required.
Fee Per Unit: , Total Fee:
U U Public fcilities fee required.
U Facilities management fee required. Fee:
U o Additional EDU's required:
Sewer connection fee: Sewee permit no
U Sewer lateral required:
REMARKS:
0. K. to is s —Da te:
'If you have any questions about any of the above items identified on this plan
check, please call the Development Processing Department at 438-1161.
'- C14 m
Li U U -Q_ Q_ Q_
DOD
PLANNING CHECKLIST
Plan Check No. 23 Address z.ØØ 4
Type of Project and Use 5F,0 zi
Zone R- / Use Allowed? YES 1X._ NO
Setback: Front Ok Side O)( Rear Q(
Facilities Management Zone
School District: San Dieguito y Encinitas
Carlsbad San Marcos
Discretionary Action Required YES NO 1K Type
Environmental Required YES NO Pc
Landscape Plan Required YES NO
Comments
Coastal Permit Required YES NO
Additional Comments
OK TO ISSUEE iT! - DATE S
: -COMPACTION LABS, INC q
SOIL TESTING & INSPECTION SERVICES
August 26, 1986
Project No. CL-1576
TKG Constructors
P. 0. Box 2167
Del Mar, CA 92014
Sübject: Report of'Certificationof Compacted Fill Ground
Proposed Single Family Dwelling
2440 La Costa Avenue
La Costa, California
Gentlemen,
In response to your request, the following report has been
prepared to indicate results of soil tests, observations, and
inspection of earth-workconstruction at the subject. site.
Testing and inspection was performed on August 20, 1986.
Briefly, our findings reveal filled ground has been compacted
to a minimum of ninety percent.
Therefore, we recommend construction continue as scheduled.
SCOPE:
Our firm was retained to inspect the graded pad for compliance
with current standard practices and to determine the degree of
.---compaction of placed fill.
Grading plans were not provided.
Approximate locations and depth of filled ground and extent of
earth-work construction covered in this report are indicated on
attached Plate No. 1 entitled "Test Location Sketch."
The site was graded in. order to create asp1it-lerel building
pad to accommodate slab on grade and raised floor
construction.
Post Office Box 271338, Escondido, CA 92027 • (619) 741-5289
OMPACTION LABS, INC.'
SOIL TESTING & INSPECTION SERVICES
p LABORATORY TESTING:
Representative soils samples were collected and returned to the
laboratory for testing. The following tests were performed and
are tabulated on attached Plate No. 3.
Optimum Moisture - Maximum Density (ASTM D-1557)
Expansion Potential Test
SOIL.. CONDITIONS:
Native soils encountered were silty- and sandy-clays. Fill
soils were both imported and generated from -the on-site excavation.
The building site contains a transition from cut to fill as.
delineated on attached Plate No. 1, entitled "Test Location
Sketch."
Expansive soils were observed and exist at finish grade.
Therefore, special recommendations will be necessary to reduce
the probability of structural damage.
Test results indicate fill soils were properly placed, watered
and compacted. To determine the degree of compaction, field
density tests were performed in accordance with ASTM D-1556 or
D-2922 at the locations designated on attached Plate No. 1. A
tabulation of test results and their vertical locations are
presented on attached Plate No. 2.
RECOMMENDATIONS AND CONCLUSIONS:
"'Grading was performed prior to our arrival. Therefore, the
following recommendations are based on the premise that all
areas tested are representative of the entire project.
Compacted fill and natural ground have adequate
strength to safely support the proposed loads.
Slopes are stable as constructed with relation to
deep seated failure; provided they are properly
maintained.
Continuous footings having a minimum width of 12
inches and founded a minimum of 24 inches below
lowest adjacent grade will have an allowable bearing
value of 1500 pounds per square foot.
Footings located on or adjacent to slopes should be
founded at a depth such that the horizontal distance
COMPACTION LABS, INC.
SOIL TESTING & INSPECTION SERVICES
from the bottom outside face of footing to the face
of the slope is a minimum of five feet.
4.. On site expansive soils will require special
recommendations to reduce structural damage occurring
from excessive subgrade and foundation movement.
Recommendations set forth 'will reduce the probability of future
--damage and should be strictly adhered to:
In the case of slab on grade construction, all continuous
footings should be founded a minimum of 24 inches below lowest
adjacent grade. In the case of raised floor' construction,
exterior perimeter footings sh•o'ud be continuous and founded a
minimum of 24 ,inches below l(e.s't adjacent grade. Isolated
interior footings should be founded a minimum of 24 inches
below lowest interior grade.
Continuous footings should be 'reinforced with No'4bars Steel should be positioned 3 inches above
bottom •of footing and 3 inches below top of footing or finish
floor.,
Interior slabs should be 4 inches thick, reinforced with 10/10,
6'x 6 welded wire mesh, and underlain with a 4 'inch base
100 consisting of sand or crushed rock. Sand should be tested in
accordance with ASTM D2419 to insure a minimum sand equivalent
of 30. Slab reinforcing should be extended through joints and
provide a tension tie with perimeter footings. If this method
proves impractical during construction, an alternative method,
-. ._-.------may be employed. This method consists of No. 3 bars, 30 inches on center, extending 30 bar diameters into both slab and
foundation.
Exterior slabs should be 4 inches thick and underlain with a 4
inch base of crushed rock or sand. Slabs less than 4 feet in
width require no reinforcing. Slabs exceeding 5 feet in width
should be reinforced with 10/10, 6 x 6 welded wire mesh and
provided with weakened plane joints. Slabs between 5 and 10
feet in width should be provided with a longitudinal weakened
plane joint at centerline. Slabs greater than 10 feet in width
should be provided with a weakened plane joint located 3 feet
inside the exterior perimeter. Weakened plane joints should be
constructed as deliniated on attached Plate No. 4 entitled
"Weakened Plane Joint Detail."
Clayey soils should not be allowed to dry prior to placing
concrete. They should be sprinkled to insure they are kept in
a very moist condition or at a moisture content exceeding
optimum moisture content by a minimum of 3 percent.
,-,"',,,COMPACTION LABS, INC;
SOIL TESTING & INSPECTION SERVICES
Prior to pouring concrete, we should be contacted to document
the aforementioned construction details have been adhered to.
If. you have any questions, please do not hesitate to contact
us. This opportunity to be of service is sincerely
appreciated.
Respectfully submitted,
COMPACTION LABS, INC.
• • •
Dale R. Regli, RCE 19393
RKA/pjr
cc: (3). submitted
I COMPACTION LABS, INC.
SOIL TESTING & INSPECTION SERVICES
C,oLF couRs 15
• ----- F - -- -
It I
I FOOTU'J(, cAVArnoU
- TO FIRM
_ V W •
cn,..
H L.Jt-JI-1 Test No.
pJ S • P1
-
S. -> Cl) Z 00
to =0 -.. Date
00 cf)
C/) ZD 0 o(D zW-
Horizontal CO Cl)
Location
• CD C C) P1 M L.J.
Cl
øø Vertical
Location
Field
Moisture u1 Co a'l (.% dry wt.)
Dry
0I- Density
. . S (lb./cu.ft.) LflQ0
Soil HHH Type
"°°'° Percent
. . - Compaction
H 0 Z
0 Pxj
C/)
til C/) C
C/)
'....OMPACTION LABS, INC.
SOIL TESTING & INSPECTION SERVICES
TABULATION OF TEST RESULTS
t1 • 4-IC o Co (0 Z O- N4J .44J 41 0) 4J (d in 0) 4) -iO (t 00 0)
1 8/20/86 See Plate FG 2 " No. 1 -2' 3 " It FG
-U C (1-i 0 .•-4 $-i 4J CO
-40.dP 0 0)0 U) E-4 04 U
16.6 110.0 I 91.8 1.3 108.0 I 90.2
15.6 109.5 I 91.4
Remarks: FG = Finish Grade
Project No. CL-1576
Plate No. '2
COMPACTION LABS, INC.
SOIL TESTING & INSPECTION SERVICES
TABULATION OF TEST RESULTS
Optimum Moisture, Maximum Density
Maximum Optimum
Dry Density Moisture
Soil Description Type (lb/cu.ft) (% dry wt.)
Brown Grey Sandy Clay I 119.7 14.7
EXPANSION TEST DATA
;
•
i • Sample No. I
Condition Remolded
Initial Moisture (%) 14.2
Air Dry Moisture (%) 5.8
Final Moisture (%) 23.6
Final Dry Density (pcf) 107.7
Load (psf) 150.0
Swell (%) 5.1
Project No. CL-1576
Plate No. 3
COMPACTION LABS
SOIL TESTING
wioQ
- w2Io9_.im.l
W/2-- W/2
.—TYP. SAW CUT
/ FILL WITH FLEXIBLE CRACK FILLING COMPOUND
\ \
'—-
I U
3
2"_TYP.I
WELDED WIRE MESH
(AS RECOMMENDED IN REPORT
- T YP.)
WEAKENED PLANE JOINT DETAIL
PROJECT No. CL-1576
PLATE No 4
- s.--- - - - -, --.- K - -
\
(a
DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS DRIVE
CARLSBAD, CA 92009-4859
(619)438-1161
MISCELLANEOUS FEE RECEIPT
Applicant Please Print And Fill In Shaded Area Only
JOB
ADDRESS 2_4-4-o 4— £.-.OJ7- __________________________________________ PLAN ID NO
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ASSESSOR'S
PARCEL NO. / V
OWNER tkIe't- j7._-
OWNER'S
MAILING
ADDRESS
VALIDATI/,AREA CITY ZIP TEL-7 5 71 c.f
CONTRACTOR
. ESTMATED VALUATION
CONTRACTOR'S
MAILING
ADDRESS PLAN CHECK FEE 001 10-00-00-8821
IF THE APPLICANT TA S NO ACTION
WITHIN 180 DAYS, PL N CHECK FEES
CITY ZIP TEL. WILL BE FORFEITED
STATE BUSINESS
LICENSE NO. LICENSE NO.
SUBDIVISION LOT(S)
LEGAL DESCRIPTION CJ~ItIF SU
2 ENERGY CALCS
2 1987 ENERGY CALCS
FOR NON RESIDENTIAL BLDGS
DESCRIPTION OF-WORK c / OA(S 70 El 2 STRUCTURAL CALCS
pLALc LI 2 SOILS REPORTS
LI 2 SELF ADDRESSED ENVELOPES
DATE GIVEN/ DATE SENT TO APPLICANT
CONTACT PERSON - LA COSTA LETTER
ADDRESS SCHOOL FEE FORM
CITY ZIP TEL. P & E CORRECTIONS LIST
- CERTIFICATE OF OCCUPANCY
APPLICANT'S SIGNATURE DATE
White - File Yellow - Applicant Pink - Finance Gold - Assessor
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-18
DATE: AsA ____ AP L T
JURISDICTION: •Ctta4
PLAN CHECK NO: -R1B -y SET: El COPY
El U PS
PROJECT ADDRESS: La (o54.
DDESIGNER
PROJECT NAME:
The plans plans transmitted herewith have -been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
E 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.
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
D The applicant's copy of the check list has been sent to:
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: 4di1i a-I f/aM
By:/(/a'-/-Li4tLk?,- Enclosures:
ESGIL CORPORATION