HomeMy WebLinkAbout2517 LA GOLONDRINA ST; ; CB920259; PermitBUILDING PERMIT
04/03/92 12:57
Page 1 of 1
Job Address: 2517 LA GOLONDRINA ST
Permit Type: RESIDENTAL ADD/ALT
Parcel No: 215-561-35-00
Valuation: 40;665
Construction Type: VN
Occupancy Group: R3 Class Code:
Description: 489 SF 2S + 276 SF GARAGE
Appl/Ownr : WITHERALL, MARK
Permit No: CB920259
Project No: A9200656
Development No:
Fl: Ste: 7086 04/03/92 0001 01 02
C-PRMT 380-00
eie 3
Status: ISSUED
Applied: 03/05/92
Apr/Issue: 04/03/92
Validated By: DC
619 931-1317
Str:
7172 OBELISCO CIRCLE
CARLSBAD, CA 92009
*** Fees Required ***' V. Fee's ",Collected & Credits
Fees: 611.06 ..
Adjustments:
/611.00
.00 V Total Credits: .00
Total Fees: ft .00 Tctd P vrrI ', 231.00
V V Bdlance .Due:\ 380.00
Fee description V Units ±-ee/Ut Ext fee Data
- V
Building Permit 356.00
Plan Check V 231.00
Strong Motion Fee V
V 4.00
* BUILDING TOTAL V. / ( ;: 591.00
I H Vt I t.1. - Enter I for Electric is.s:.:ee / , f V 10.00 1
Enter "I' foT Remodel V / 10.00 1
* ELECTRICAL TOTAL . V V 20.00 WC(V FF . • V -
' / •- .
-
LPROVAL
!SP.DATE______
CLEARANCE
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
PERMIT APPUCA11ON S
City of Carlsbad Building Department
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
S
PLAN CHECK NO. ;39
EST.VAL
PLAN cic DEPOSIT ? .'/
1. PERMIT 1YPE
A - U Commercial U New Building U Tenant Improvement
B - 0 Industrial 0 New Building 0 Tenant Improvement
C - Residential 0 Apartment 0 Condo 0 Single Family Dwelling 0 Addition/Alteration
Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing
Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other__________ c
C-PRMT 231.00
2. PROJECT INFORMATION I ' FOR OFFICE USE ONLY
Address 2 s-' i L.. Building or Suite No.
Nearest Cross Street
LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No.
71-?
CHECK BELOW IF SUBMITTED:
02 Energy Calcs EL2 Structural Caics &2 Soils Report 0 1 Addressed Envelope
SQ. FT. q f # OF STORIES 2...
(kIN 1A11
NAME
PEENJN (It different Irom applicant)
3'w( ADDRESS 77- p6•IM
CITY STATE ZIP CODE 91)v '1 DAY TELEPHONE ft
APPLICANT
NAME
, WNIHACIOR U AGENT FOR C0N1RADUI1 U OWNER Li AGENT FOR OWNER
ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
PROPERTY
NAME
OWNER 44' ADDRESS
CITY C.1% STATE ZIP CODE DAY TELEPHONE 4"JF-9.Zi'$--
WNTRACfOR
NAME ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
STATE LIC. # LICENSE CLASS CITY BUSINESS UC. #
DESIGNER
CITY
NAME
STATE
ADDRESS
ZIP CODE DAY TELEPHONE STATE UC. #
WORKERS' WMI'ENSATION
Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director 01 Industrial
Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified
by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, lab. C).
INSURANCE COMPANY POLICY NO. EXPIRATION DATE
so as to become subject to t4e Workers' Compensation Laws of California.
NATURE24%4 DATE
person in any
Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure 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 improvements are not intended
or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden
of proving that he did not build or improve for the purpose of sale.).
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 to an owner of property who builds or improves thereon, and contracts for such projects
with contractor(s) licensed pursuant to the Contractor's License law).
0 I am exempt under Section Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the
provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code)
or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars [$5001).
SIGNATURE DATE
COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and
prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
DYES ONO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES ONO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
DYES 0 N
IF ANY OF TIlE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT
HAS MET OR IS MEETING THE REQUIREMENTS OF ThE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISI1UCr.
ereby affirm that tliere is a construction lending agency for the performance of the work For which this permit is issued (Sec 3097(1) Civil Code).
LENDER'S NAME LENDER'S ADDRESS
10. APPLICANT GERTIFICA11ON
I certify that 1 have read the application and state that the above information is correct. 1 agree to comply with all City ordinances and State laws
relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection
purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CFIY OF CARlSBAD AGAINST ALL LIABUJ11ES, JUDGMENTS, (X)S1'S
AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CIY IN CONSEQUENCE OF THE GRANTING OF THIS PERMFF.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the
building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by
such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code).
APPLICANTS SIGNATURE DATE: —1--
CITY OF CARLSBAD
INSPECTION REQUEST
PERNIT# CB920259 FOR 06/12/92 INSPECTOR AREA TP
DESCRIPTION: 489 SF 2S + 276 SF GARAGE PLANCK# CB920259
0CC GRP
TYPE: RAD CONSTR. TYPE VN
JOB ADDRESS: 2517 LA GOLONDRINA ST STR: FL: STE:
APPLICANT: WITHEPALL, MARK PHONE: 619 931-1 7
CONTRACTOR: PHONE:
OWNER: PHONE:
REMARKS: MH/MARK/931-1317 INSPECTOR
SPECIAL INSTRUCT:
TOTAL TIME:
CD LVL DESCRIPTION ACT COMMENTS
19 ST Final Structural
29 PL Final Plumbing
39 EL Final Electrical
49 ME Final Mechanical
***** INSPECTION HISTORY *****
DATE DESCRIPTION ACT INSP COMMENTS
051992 Exterior Lath/Drywall AP PD LATH AT WINDOW
051492 Exterior Lath/Drywall AP TP
051392 Exterior Lath/Drywall NR TP
050892 Interior Lath/Drywall AP TP
050692 Insulation AP TP
050692 Frame/Steel/Bolting/Welding AP TP
050692 Rough/Ducts/Dampers AP TP
050692 Rough Electric PA TP ND CIR CARD/CALCS
050492 Rough Combo CO TP CORR. RE INSUL/SEE JOB CARD
043092 Rough/Topout NR TP
043092 Frame/Steel/Bolting/Welding AP TP OK TO WRAP
043092 Rough Electric NR TP
043092 Rough/Ducts/Dampers NR TP
042892 Frame/Steel/Bolting/Welding AP TP FRONT ONLY FOR SIDING
041092 Ftg/Foundation/Piers AP TP FTNS FOR UPSTR ROOM (2)
040692 Ftg/Foundation/Piers PA PD GARAGE AREA ONLY
FIELD REPORT
TO 4A' £ 72
DATE Va --
7OJECT NO.
PROJECT
400
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LOCATION
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CONTRACTOR OWNER
WEATHER
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PRE;~~T
SUMMARY OF
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RECOMMENDATIONS: ,41
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1859 S. ESCONDIDO BLVD. ç..
TEL. (619) 743. <c 92Ø ESCONDIDO, CA 92025
t:; 0
•b" \' ll"EQ -. 0rSSION4, SIGNATURE ___________________________________________
No. 858
Ir\\ Exp.
tao. JOHN VERNON ~
R.C.E. 21121 GE 858
PROPERTY DEVELOPMENT ENGINEERS, INC. C .
OF C
ENGINEERING • SOILS TESTING • SURVEYING 4/i. OF
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE:
OJURISDICTI
JURISDICTION: OF CA -tl CNC1TEt1
FILE COPY
PLAN CHECK NO: Z5cj SET: _L1 us
DDESIGNER PROJECT ADDRESS: Z-517 L9- Oe/
PROJECT NAME:5fD )'j-179f\J \J/t-1 f-f/iL
E] The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
L& with the jurisdiction's building codes when minor d.&ficien-
cies identified SEF /5k)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.
Li The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
fl 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:
NZ Esgil staff did not advise the applicant contact person that
plan check has been completed.
Li Esgil staff did advise applicant that the plan check has
been completed. Person contacted: -
Date contacted: Telephone #________________
REMARKS: 5'ft T F 7/L ; ('4 U T
m-&
By: QL,7)i Enclosures:
ESGIL CORPORATION
LJGA El CM
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE:
JURISDICTION: CARLSBAD
PLAN CHECK NO: SET: L.
PROJECT ADDRESS: 25/7 L7'j-
PROJECT NAME: 5fDiWc'J *Ite
NT
PLAN CHECKER
FILE COPY
UPS
DESIGNER
n The plans transmitted herewith have beencorrected 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.
M The check list transmitted herewith is for your information.
InJ 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.
RA The àplicànt's copy of the check list has been sent to:
4The_ WITIALL
- - 1,.o. &O?C 3/V /4. C-,s&qD. C4.
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 # U REMARKS:
By: Th Enclosures:____________________ ESGIL CORPORATION 3—?--?z
OGA 0CM
PLAN EQ NO: ________________
JURISDICTION: CITY OF CARLSBAD
:
7/.7z OELi/) .G/21fr
a1?-eLs13p. C4. 9Zoo9.
5i7 L.#
PrDPM 6*i
FLOOR AREA: 4t7 f Z7,
H:
PLAN CORRECTION SEM
flT OF CARISBM)
SINE FAMILY AND IXJPLEX ThJELLI
FOREWORD: PLEASE READ
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 by the Planning Department,
Engineering Department or other departments.
Present California law mandates that residential
construction comply with Title 24 and the following
model codes:
1988 UBC (eff. 1/1/90)
1988 UPC (eff. 1/1/90)
1990 NEC (eff. 7/1/91)
1988 IJMC (eff. 1/1/90)
The above regulations apply to residential
construction, regardless of the code editions
adopted by ordinance.
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), 1988 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 vrocess. note on this list
(or a copy) where each correction item has been
addressed i.e., plan sheet, specification. etc. Be
sure to enclose the marked tim list when you submit
the revised plans.
Date plans received by jurisdiction:
Date plans received by Esgil Corporation:
3-?-9a
Date initial plan check completed:
____By:,4&
Applicant contact person:
fk i(AT19Lelephone:(/q) 9 15/ - 1,17
NOTE: PAGE NUMBERS ARE NOT IN SJThCE AS PAMS HAVING NO ITEMS NEEDING (X)RRIONS WERE
List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC)
PLANS Show on the title sheet all structures, pools,
( walls, etc. included under this application.
please make all corrections on the original Any portion of the project shown on the site
k—' tracings and submit two new sets of prints, and plan that is not included with the building
any original plan sets that may have been permit application filed should be clearly
returned to you by the jurisdiction, to: identified as "not included."
Esgil Corporation, 9320 Chesapeake Drive, lV Clearly show if the lower level is a basement
Suite #208, San Diego, California 92123, 1 or a story, based on the definitions in
(619) 560-1468. Sections 403 and 420. Plot the finish grade
(as defined) on the elevations and dimension
/ Please male all corrections on the original the distance to the floor above, for story
tracings and submit two new sets of prints, determination.
and any original plan sets that may have been
returned to you by the jurisdiction, to: 12. On the cover sheet of the plans, specify any
items requiring special inspection, in a
The jurisdiction's building department. format similar to that shown below or sticky
Indicate on the Title Sheet of the plans,,-the
back.
name of the legal owner and name of person REQUIRED SPECIAL INSPECTIONS
responsible for the preparation of the plans. In addition to the regular inspections, the
Section 302(a)7. following checked items will also require
Special Inspection in accordance with Sec. 306
All sheets of plans must be signed by the of the Uniform Building Code.
person responsible for their preparation.
(California Business and Professions Code). ITEM REQ. IF REMARKS
CHECKED
5. Plans, specifications and calculations shall be SOILS COMPLIANCE
signed by the California state licensed PRIOR TO
engineer or architect responsible for their FOUNDATION INSP.
preparation, for plans deviating from
conventional wood frame construction. Specify STRUCTURAL CONCRETE
expiration date of license. (California OVER 2500 PSI
Business and Professions Code).
,V Specify on the Title Sheet of the plans the
PRESTRESSED STEEL
gross floor area of each element of this FIELD WELDING
project including dwelling, garage, carport,
patio, deck and balcony. Section 302(d). HIGH STRENGTH BOLTS
Provide a statement on the Title Sheet of the EXPANSION ANCHORS
' plans that this project shall comply with Title
24 and 1988 UBC, UNC and UPC and 1990 NEC. SPECIAL MASONRY
3/ Submit fully dimensioned plot plan drawn to SPRAYED ON FIRE
scale showing location, size, and use of all PROOFING
existing and proposed structures on the lot.
Identify property lines and show lot dimensions PILES/CAISSONS
and all easements. Show location of all cut or
fill slopes. Show finish floor elevations and DESIGNER-SPECIFIED
show elevations of adjacent finish grade.
Show drainage patterns with minimum slopes. OTHER Section 302(d).
Indicate distance from property lines to FIRE PROTFETION
proposed building. Section 302(d). / Exterior walls closer than 3 feet to property
lines shall be one-hour rated construction and
have no openings. Table 5-A.
7/9/91 2
y(. Exterior walls closer than 3 feet to a property
line shall have 30 inch parapets when the floor
area per floor exceeds 1,000 square feet.
Section 1709.
Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback
from the property line. Section 1710.
Eaves over required windows shall be not less
than 30 inches from the side and rear property
lines. Section 504.
3,1 Plastic skylights shall not be installed within
that portion of a roof located within a
distance to property line where openings in
exterior walls are prohibited or required to be
protected. Section 5207 (a) 7.
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.
19. Show location of permanently wired smoke
detector:
Centrally located --in corridor or area
giving access to sleeping rooms.
On each story.
C. In the basement.
When sleeping rooms are upstairs, at the
upper level in close proximity to the
stair.
In rooms adjacent to hallways serving
bedrooms, when such rooms have a ceiling
height 24 inches or more above the ceiling
height in the hallway.
NOTE: Detectors shall sound an alarm audible in
all sleeping areas of the unit. Section 1210
20. When the valuation of a room addition or repair
exceeds $1,000, or when sleeping rooms are
created, smoke detectors shall be provided at
existing bedrooms per item 19 above. Section
1210.
GENERAL RThErrIAL REQUIREMEWS
Habitable rooms, other, than kitchens, shall
contain at least 70 square feet of floor area.
At least one room shall have not less than 120
square feet of floor area. Section 1207 (b).
Window area must be at least 1/10 of the floor
area and a minimum of 10 square feet per
Section 1205 (a). Appears to be deficient in
Openable window area in habitable rooms must
' be 1/20 of the floor area and a minimum of 5
square feet. In bathrooms, laundry rooms and
similar rooms 1/20 of area is required and
minimum is 1.5 sq. ft. Section 1205 (a).
At least 1/2 of the common wall must be open
I and have an opening not less than 25 sq. ft.
nor one tenth of the floor area of the
interior room if light and ventilation is
being supplied from an adjacent room. Section
1205 (a).
Required windows shall not open into a roofed
porch unless the ceiling height is at least 7
feet, the longer side is at least 65% open,
and the porch abuts a street, yard or court.
Section 1205 (a).
4. Provide mechanical ventilation capable of
providing five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar rooms if required openable
windows are not provided. Section 1205 (c).
Note that the discharge point for exhaust air
will be at least 5 feet from any mechanical
ventilating intake. Section 1205(c).
Ductless fans cannot be used in bathrooms if a
tub or shower is present. Section 1205(c).
No habitable room, other than a kitchen, shall
be less than 7'0" in any dimension. Section
1207 (c).
Show that ceiling height for habitable rooms
is a minimum of 716". Section 1207 (a).
Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a
minimum of 710". Section 1207 (a).
1. Dimension on the plans the 30" clear width for
' water closet compartments and 24" clearance in
front of water closet. Section 511 (a).
1. Glazing, in the same wall plane as a door,
must be safety glazing if within 12" of the
door and less than 60" above the walking
surface, unless the glazing is leaded or
faceted glass. Section 5406 (d) 6.
Glazing in shower and tub enclosures shall be
tempered, laminated or approved plastic
(including windows within 5 feet of tub or
shower floor). Section 5406 (d) 5.
10/2/91 3
Sleepingrooms shall have a window or exterior Provide stairway and landing details. Section
door for emergency exit. Sill height shall not 3306 (b), (ç) and (p).
exceed 44" above the floor. The window must
have an openable area of at least 5.7 square Maximum rise is 7" and minimum run is feet with the minimum openable width 20" and 11". When the stairs serves less than 10
, the minimum openable height 24". Section 1204. occupants, or serves an unoccupied roof,
rise may be 8" maximum and run 9" Basements in dwelling units shall comly with minimum.
the above (even if not designated as sleeping
rooms). Section 1204. Minimum headroom is 61 -811.
Walls and floors separating units in a duplex C. Minimum width is 36".
shall be of one-hour fire-resistive
construction. Provide details of the fl handrails per Section 3306 (j), shall
assemblies. Section 1202(b). satisfy the following:
A mezzanine is an intermediate, floor and may Provide handrail for stairways with 4 or
not have a floor area exceeding 33 1/3 percent more risers.
of the total floor area in the room below. The
mezzanine floor must have a clear height of 7 Handrail shall be 34" to 38" above the
feet, above and below, and must have the long nosing of treads.
side open to the room below except for posts
and protective walls or railings not exceeding C. The handgrip portion of handrail shall be
42" in height. Section 1716. not less than 1 1/211, nor more than 2" in J 9. The loft you show does not comply as a
cross-sectional dimension.
/ mezzanine floor and is, by Uniform Building y1. Every stairway landing shall have a dimension,
Code definition, a story. Section 1716. measured in the direction of travel, at least
/ equal to the stairway width. Such dimension
0. Dwellings used for daycare for 7 to 12 children need not exceed 36 inches. Section 3306 (g),
shall comply with the special requirements in
Chapter 12 of Title 24. 3304 (j).
EXITS, SIAIRWAYS, AND RAILINGS An interior door may open inward at the top
step of a stairway provided the top step is '1. Floors above the second story shall have not not more than 7 1/2" lower than the floor
less than 2 exits. Exceptions: 1. Occupied level. Section 3304 (i).
roofs may have one exit if such occupied areas / are less than 500 square feet and located no . Provide details of winding stairway complying higher than immediately above the second story. with Section 3306 (d):
2. When the third floor within a unit does not
exceed 500 sq. ft., only one exit need be Minimum tread is 6 inches at any point
provided. Section 3303(a). and minimum 9 inches at a point 12 inches
from where the treads are narrowest.
/7+2. Required exit doorways shall be not less than
36" in width and not less than 618" in height, Maximum rise is 8 inches.
and shall be capable of opening at least 90
egrees. Section 3304 (f). C. Minimum width is 36 inches.
,43. Provide 36" high protective railing for
porches, balconies, and open sides of stair landings. 0peningsbetween railings shall be
less than 611. Section 1711.
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.
10/2/91 4
X
Provide spiral stairway details, per Section
3306 (f):
Minimum run is 7 1/2 inches measured at a
point 12 inches from where the treads are
the narrowest.
Maximum rise is 9 1/2 inches. Maximum
clear opening between risers is 6 inches.
C. Minimum headroom is 6 feet 8 inches
ci. The tread must provide a clear walking
area measuring at least 26 inches from the
outer edge of the supporting column to the
inner edge of the handrail.
Spiral stairways may not be used for required
exits when the area served is greater than 400
sq. ft. Section 3306 (f).
. Provide I.C.B.0. Research 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 plans shall be submitted
to and approved by the building official prior
to installation.
Exterior stairways shall not project into the 3 foot setback from the property lines. Section
3306 (n).
The walls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour
fire-resistive construction. Section 3306 (m).
Within units, show that corridors have a
minimum width of 36 inches. Section 3305 (b).
ROOFIIIG
Specify roof slope.
Roof slope is not adequate for roof type
/ specified. Table 32-B,C,D and E.
,18. Specify roof material and application. Chapter
32.
Specify I.C.B.O. or U.L. approval number for
roof materials not covered in U.B.C., e.g.,
tile, etc. Section 107.
Specify minimum 1/4 inch per foot roof slope
for drainage or design to support accumulated
water. Section 3207 (a) and Section 2305 (f).
,/61. Show roof drains and overflows. Section 3207.
Provide skylight details to show compliance
with Sections 3401 and 5207 or provide
I.C.B.0. approval number.
Plastic skylights must be separated from each
other by at least 4 feet. Section 5207 (a) 6.
jf. Show attic ventilation. Minimum vent area is
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 eave vents or cornice vents.
Show required area and area provided.
Section 3205 (c).
MASONRY
Provide fireplace construction details or note
construction to be per attached fireplace
standard drawing. Chapter 37.
Show anchored veneer support and connections
attached to wood in Seismic Zones 3 and 4,
comply with Section 3006 (d)l and Section 2515 (a). Show ties and #9 wire in horizontal
joints.
6/ Show height and construction details of all
masonry walls. Chapter 24.
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 ledgers is not permitted.
/ Section 2310.
Show a minimum 2" air space and flashing
between planter and building walls.
Section 2516 (c) 7.
GARAGE AND CARPORTS
110/ Garage requires one-hour fire protection on
the garage side of walls and ceiling common to
the dwelling. Table 5-B, Section 503 (d).
All elements supporting floor above garage,
' including walls supporting floor joists, must
have one-hour fire-resistive protection on the
garage side. Section 503 (b)
Show 1 3/8" solid core self-closing door for
openings between garage and dwelling. Section
/ 503(d).
/3. Garages are not permitted to open into a room
used for sleeping purposes. Section 1104.
12/18/90 5
J.4'. An occupancy separation is not required between 82. The soils engineer recommended that he/she
carport and residence, provided the carport is review the foundation excavations. Note on
open on two or more sides and has no enclosed the foundation plan that "Prior to the
uses above. Section 503 (a) Exception 3. contractor requesting a Building Department
foundation inspection, the soils engineer /7. Show garage framing sections, size of header shall advise the building official in writing
over garage opening, lateral cross bracing at that:
plate line, method bracing garage front and
holddowns if required. chapter 23. The building pad was prepared in
accordance with the soils report,
NOTE: Maximum shear panel height-to-width
ratio is 3 1/2 to 1 for plywood. Table 25-I. The utility trenches have been properly / backfilled and compacted, and 76. Doors may open into the garage only if the
floor or landing in the garage is not more than The foundation excavations comply with
one inch lower than the door threshold, the intent of the soils report".
Section 3304 (i). /
/ . Show height of all foundation walls. Chapter
1. Provide an 18" raised platform for any FA1J, 23.
water heater, or other device in the garage / which may generate a flame or spark. UNC p1.. Show height of retained earth on all
Section 508, UPC Section 1310 (a). foundation walls. chapter 23.
FXINDAIION RJIR!XTS If cut or fill slopes exist, show distance of
/ foundation to edge of cut or fill slopes and
Per soils report, note on the plan the soils show steepness and heights of cuts and fills.
classification, whether or not the soil is chapter 29.
expansive and note the allowable bearing value.
Section 2905 (c). Note on plans that wood shall be 6" minimum
above finish grade. Section 2907 (a).
The foundation plan does not comply with the / soils report recommendations for this project. Note on plans that surface water will drain
Please review the report and modify design, I away from building and show drainage pattern
notes and details as required to show and key elevations. Section 2905 (f).
compliance: J /13. Dimension foundation per U.B.C. Table 29A:
J Floors Footing
O. Provide notes on the foundation plan listing Supported* Stemwall Width Depth Thickness
the soils report recommendation for
foundations, slab and building pad preparation. 1 6" 12" 12" 6"
2 8" 15" 18" 7"
8 Provide a letter from the soils engineer 3 10" 18" 24" 8"
/ confirming that the foundation plan, grading
f plan and specifications have been reviewed and *Foundations may support a roof in addition to the
that it has been determined that the floors. Where only a roof is supported, use
recommendations in the soils report are - foundation for one floor.
properly incorporated into the construction / documents (when required by the soil report). ). Show foundation sills to be pressure treated,
or equal. Section 2516 (c) 3.
0. Show foundation bolt size and spacing.
Section 2907 (f).
9)1 Specify size, I.C.B.0.. number and manufacturer
/ of power driven pins. Show edge and end
distances and spacing. Section 302 (d).
2/13/90 6
If required, show size, embedment and location
of hold down anchors on foundation plan.
Section 302 (d).
If hold downs are required, note on plan that hold down anchors must be tied in place prior
to foundation inspection. Section 305 (e) 1.
Show adequate footings under all bearing walls
and shear walls. Section 2907 (b).
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 site, spacing and depth into
undisturbed soil. Table 29-A.
i. Show minimum underfloor access of 18" x 24".
Section 2516 (c).
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.
FRAMING
3/0. Show wall bracing. Every exterior wood stud
wall and main cross-stud 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, Table 25-V.
In 2-story buildings, shear panels at the first story (at least 48 inches in width) shall be
located at each end or as near thereto as
possible and comprise at least 25 percent of
the linear length of the wall, or provide
design. Section 2517(g)3, Table 25-V.
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), 2517 (d) 6.
11ó'3. Show blocking at ends and at support sof floor
joists, rafters and trusses at exterior walls.
/4.
Section 2517 (d) 3, 2517 (h) 6.
Bearing partitions, perpendicular to joists,
shall not be offset from supporting girders,
beams, walls or partitions, more than the depth
of the joist. Section 2517 (d) 5.
Show rafter ties. Rafter ties shall be spaced
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.
]fl'6. Show rafter purlin braces to be not less than
45 degrees to the horizontal.
Section 2517 (h) 5.
317. Show double top plate with minimum 48" lap
splice. Section 2517 (g) 2.
Show nailing will be in compliance with Table
25-Q.
G
Show or noe 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 soffits, drop ceilings and cove
ceilings;
C. 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
d. In openings around vents, pipes, ducts,
chimneys, fireplaces and similar openings
which afford a passage for fire at
ceiling and floor levels, with
noncombustible materials.
l?6' In duplexes, draft stops shall be provided in
floor-ceiling assemblies and attics in line
with walls separating units and separating units from common areas.
1)21. Show stud size and spacing. Maximum allowable
I stud heights: Bearing wall: 2 x4 and 2 x 6 sax. 101; Non-bearing: 2 x 4 max. 141 , 2 x 6 max. 201 . Table 25-R-3.
34'. Studs supporting two floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" o.c. / Table 25-R-3.
yl3 . 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 2505.
7/6/91 7
3.2 Detail all post-to-beam and post-to-footing
connections and reference the detail to the
plan. Section 2516 (in).
Detail shear transfer connections, including
roof and floor diaphragms, to shear walls.
Section 2513.
ly'. Specify nail size and spacing for all shear
" walls, floor and roof diaphragms. Indicate
required blocking. Maintain maximum diaphragm
dimension ratios. [Tables 25 I, 3, K and
Section 4714 (d)].
Provide truss details and truss calculations
for this project. Specify truss identification
numbers on the plans.
118. Show 1/2" minimum clearance between top plate
of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
4'. Provide roof framing plan and floor framing
/0.
Plan. Section 302 (d).
Provide framing sections through
Section 302 (d).
4. Specify all header sizes for opening over 4'
wide. Section 2517 (g) 5.
Provide 'calculations for main vertical and
' horizontal framing members and post footings.
Section 302 (b).
Provide calculations for lateral loads, shear /3.
panels shear transfer and related. Section
302 (bj.
In Seismic Zones 3 and 4, the allowable shear
/ wall values for drywall in Table 47-I must be
reduced 50 percent when considering earthquake
loads. This does not apply to wind loads.
/ Footnote 1.
l7. Show on the plans all structural requirements
/ developed in the structural calculations.
Section 302 (d). (See comments below or at
end.)
/6 - Columns and posts located on concrete or
masonry floors or decks exposed to the weather
or to water splash or in basements and which
support permanent structures shall be
supported by concrete piers or metal pedestals
projecting above floors unless approved wood
of natural resistance to decay or treated wood
is used. Section 2516 (c) 4.
Individual concrete or masonry piers shall
project at least 8 inches above exposed ground
unless the columns or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (c) 4.
Show location of attic access with minimum
/ size 22" x 30". Section 3205.
10'. Show draft separation for attic areas between
/ units in a duplex. Section 2516 (f).
130 Specify plywood and/or particle board
thickness, grade and panel identification
index. Table 25-S.
34'l. When roof pitch is less than 3:12, design
/ ridge as a beam. Section 2517 (h).
Ø'2. If foundation cripple wall studs are less than
14" high, framing shall be solid blocking, or
sheathed with plywood. Section-2517 (g) 4.
Cripple wall studs exceeding 4 feet in height
shall be 3 inch by 4 inch or 2 inches by 6
inches when supporting 2 stories.
/ Section 2517 (g) 4.
314. Show plywood sheathing over exposed eaves, or
other weather exposed areas, is "bonded with
exterior glue." Plywood used for exterior
wall covering shall be the exterior type.
/ Section 2516 Ti), 2516(g)3.
i,is. Detail truss layout for 30" x 30" attic
access, if required for equipment in the attic
and detail 30" x 30" clearance through truss
webs.
3.4'. Ridges, hips, and valleys shall be at least
one size larger than supported rafters.
/ Section 2517 (h) 3.
17. In open beam construction, provide strap ties
across the beams at the ridge support.
Section 2501 (b).
7/5/91 8
138. Note on the plans that "all weather-exposed surfaces shall have a weather-resistive barrier
to protect the interior wall covering and that
exterior openings shall be flashed in such a
manner as to make them weatherproof". Section
1707.
MECHANICAL (uNIFo4 MECHANICAL (DDE)
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical
Code.
139. Show the size, location and type of all heating
and cooling appliances or systems.
15t6. Every dwelling unit, shall be provided with
heating facilities capable. of maintaining a
room temperature of 70 degrees F. at 3 feet
above the floor in all habitable rooms. Show
basis for compliance. UBC, Sec. 1212.
3/1. Note on the plans that the FAU closet or alcove
must be 12 inches wider than the furnace or
furnaces being installed. UMC Section 704.
14/. Show minimum 30" deep.,, unobstructed working
' space in front of furnace. Section 505, UMC.
Furnace shall not be installed in any bedroom,
bathroom or in a closet or confined space with
access only through such room unless specified
as direct vent appliance, enclosed furnace or
electric heating appliance.
Section 704 UMC.
Show source of combustion air to furnace, per
Chapter 6, UMC.
Show access to the attic containing equipment / to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the
equipment can be removed through such opening.
Section 708 UMC.
14. Note that passageway to the attic furnace shall I be unobstructed and have continuous solid
flooring not less than 24 inches wide, not more
than 20 feet in length through the attic. Section 708 UMC.
Show permanent electrical outlet and lighting
/ fixture controlled by a switch for furnace
located in attic or underfloor space. Section 708 & 709 UMC.
1481 Show details to comply with Section 709 for
/ furnace under the floor, or Section 710 for
roof or outside furnace.
140. Show I.C.B.0. approval number for prefab
' fireplace. Show height of chimney above roof
per I.C.B.0. approval or Table 37-B.
15p'. Note on the plans that approved spark
( arrestors shall be installed on all chimneys.
Section 3706(h), Title 24.
15,1. Note on plan: Gas vents and non-combustible
/ piping, in walls, passing through three floors
or less shall be effectively draft stopped at
each floor or ceiling.
UBC, Section 1706 (a) 6.
li. Provide dryer vent to outside. UMC, Section
1903.
ELECTRICAL (NATIONAL ELIRICAL (X)DE)
All wiring shall comply with the National
Electrical Code.
Show on the plan the amperage of the
electrical service, the location of the
service panel and the location of any sub-
panels. If service is over 200 amps, submit
single line diagram, panel schedule and load
calculations.
Note on the plans: "Electrical outlets shall
be installed in accordance with NEC Article
210-52".
Note on the plans: "Lighting outlets
controlled by a wall switch shall be provided
in accordance with NEC Article 210-7011.
Note on the plans: "Light fixtures installed
in clothes closets will comply with NEC Article 410-811.
1.57. Note on the plans: "Convenience outlets in
bathrooms, kitchen counter top(s) within 6
feet of the kitchen sink, outdoors, and in
garages and basements (other than for laundry
and similar equipment) shall be GFI
protected." NEC, Art. 210-8.
158 Note electrical system ground to be provided
per NEC, Art. 250-80(a), 81(c).
PLIDIBDIG (UNIFOJ4 PLTJMBIW (DOE)
359. Show water heater Aize, tyRe and location on
plans. UPC, Section 1301.
10/2/91 9
1p6. 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.
itil. Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom. UPC, Section
1309.
1/2. Provide adequate barrier to protect water
heater from vehicle damage. An 18" platform
for the water heater does not satisfy this
requirement. UPC, Section 1310.
l. Show T and P valve on water heater and show
route of discharge line to exterior.
UPC, Section 1007 (e).
]/4. Show that water heater is adequately braced to
resist seismic forces, when not connected by
rigid pipe. UMC Section 504(d).
1I. Show shower stall can accommodate a 30" circle
' and has a minimum floor area of 1,024 sq. in.
UPC 909 (d).
1 '. Provide clothes washer hook-up for each unit. I Title 24, Part 3.
New water closets and associated flushometer
valves, if any, shall use no more than 1.6
gallons per flush and shall meet performance
standards established by the American National
Standards Institute Standard A112.19.2, and
urinals and associated flushometer valves, if
any, shall use no more than one gallon per
flush and shall meet performance standards
established by the American National Standards
Institute Standard A112.19.2. H & S Code,
Section 17921.3(b).
NOISE INSULATION (DUPLEXES)
Show details of duplex common (party) walls and
floor/ceiling assemblies to achieve a Sound
Transmission Class (STC) rating in walls of 50
decibels and an Impact Insulation Class (IIC)
rating on floor/ceiling of 50 decibels.
Title 24.
0/9 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 24.
l7dø Provide insulation in walls and ceiling to
achieve SIC of 50 between garage and living
area if garage use is not controlled by
resident. Title 24.
ENERGY CONSERVATION
Provide plans, calculations and worksheets to
show compliance with current energy standards.
The regulations require a properly completed
and properly signed Form CF-1R to be either
imprinted on the plans, taped to the plans or
"sticky backed" on the plans, to allow the
building inspector to readily compare the
actual construction with the requirements of
the approved energy design.
All energy items shown on the plans must be in
agreement with the information shown on the
properly completed Form CF-lR.
Specify on the building plans all of the
mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Energy Conservation Requirements".
175 Show the make, model and efficiency of the
space heating (or cooling) system and provide
heat loss calculations if the output exceeds
453,000 BTU/Hr.
176 For room additions, show that the glazing area
of the addition does not exceed 16% of the
newly-conditioned floor area, plus glazing
removed or relocated due to the addition.
177. Provide fluorescent general lighting in
0 kitchen(s) per CAC, Title 24, 2-5352(J).
CARLSBAD S .F.D. & DUPLEX SUPPLEMENT
111 Energy conservation design should be for Zone
7.
Floor drains must have auto-prime (city
policy).
For gas piping under slabs that serve kitchen
island cooktops, see the attached Policy 91-46
for special sleeve and clean-out requirements.
Note exhaust fans cannot be ductless type
(city, policy).
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).
1/17/92 10
l '. 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).
J,. All piping for present or future solar water
I heating must be insulated when in areas that
are not heated or cooled by mechanical means
(city policy).
i1. Incorporate the waterproofing details, on the
attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall(s).
Show on the Title Sheet on the plans, the
I information required by the attached
Developmental Services Sheet 112383.
All new residential buildings, including
additions, require a soils report. Please
submit two copies. Exception: If a room
addition is limited to one story and 1000 sq.
ft. in area, then a soils report is not
required. Esgil Corporation will advise the
City to place their soils notice stamp on the
plans.
34'8. 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).
1,0.
City Ordinance 9792 requires two parking
spaces/unit with clear area of 201 x20' i.e. no washing machines, etc. Show compliance.
All chimneys attached to any appliance or
fireplace that burns solid fuel shall be
equipped with an approved spark arrester. The
net free area of the spark arrester shall be
not less than four times the net free ara of
the outlet of the chimney. The spark arrester
screen shall have heat and corrosion resistance
equivalent to 12 gauge wire, 19 gauge
galvanized wire or 24 gauge stainless steel.
Openings shall not permit the passage of
spheres having a diameter larger than 1/2-inch
and shall not block the passage of spheres
having a diameter of less than 3/8-inch.
PIZ Only tank-type water closets that use an
average of 1.6 gallons of water per flush or
less, and urinals and associated flushometer
valves, that use an average of 1 gallon of
water per flus€ or less shall be installed in
new construction. These provisions shall
apply to existing buildings only when toilets
are being replaced in existing bathrooms or installed in new bathrooms.
Please see additional corrections, or remarks,
on the following page.
To speed up the recheck process, note on this
list (or a copy) where each correction item
has been addressed, i.e., plan sheet, note or
detail number, calculation page, etc.
Please indicate here if any changes have been
made to the plans that are not a result of
corrections from this list. If there are
other changes, please briefly describe them
and where they are located in the plans.
Have changes been made to the plans not
resulting from this correction list? Please check.
Yes No
The City of Carlsbad has contracted with Esgil
Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, California 92123; telephone number
619/560-1468, to perform the plan check for your
project. If you have any questions regarding these
plan check items, please contact__________________
DOLI )-rc-
at Esgil Corporation. If you have any questions
regarding City Building permit procedures, please
contact Carter Darnell at the City of Carlsbad,
2075 Las Palmas Dr., telephone 619/438-1161.
Thank you.
Enclosures:
All structures require a Class B roof covering,
except room additions. If a room addition
covers all of the existing building (2nd story
addition), then the above exception doesn't
apply.
17g.
1/_
ii (. PiO Vi iDg
MJD ' 0-fl uc 9t.4M2vr/ k) a fl4-- &lg"lt/
1/17/92 11
Datei Jurisdiction CARLSBAD
Prepared byt Bldg. Dept.
l4- -
VALUATION AND PLAN CHECK FEE 0 Esgil
PLAN CHECK NO.
BUILDING ADDRESS -Z.5/7/- (:5D,/4-
APPLICANT/CONTACT /1p/-tJ'T —,09jL - PHONE No.(/7)9/-//7
BUILDING OCCUPANCY - DESIGNER PHONE
TYPE OF CONSTRUCTION V—/i1 CONTRACTOR PHONE____________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
-35 ; 73, fl'
________
Air Conditioning
Commercial
Residential
Res. or Comm.
Fire_SDrinklers
Total Value 41O(45
Buildirid Permit Fee.$ S 33',0
Plan Check Fee $ s 4V
COMMENTS:
SHEET OF/ 12/87
C C C
H H H
E E E
C C C
zlzl~
BUILDING PLANCHECK
ENGINEERING CHECKLIST
ITEM COMPLETE
ITEM INCOMPLETE
NEEDS YOUR ACTION
Z5i7 LA (k ___ ITEM SELECTED
49'i rb cu7TIAL AJmrI
PROJECT ID:i 2 J 2J -x2 -
c V/\LU-".
LEGAL REQUIREMENTS
Site Plan
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 dimension setbacks.
Show on site plan: Finish floor elevations, pad
elevations, elevations of finish grade adjacent to
building, existing topographical lines, existing and
proposed slopes, driveway with percent (%) grade and
drainage patterns. iL' on
Provide legal description and Assessors Parcel Number.
DiscretionarV _Approval Compliance
No Discretionary approvals were required.
Project complies with all Engineering Conditions of
Approval for Project No.
DATE:
PLANCHECK NO.____________
£
EEE 6. Project does not comply with the following Engineering
Conditions of Approval for Project No.______
/ Conditions complied with by: Date:________
/J Field Review
Field review completed. No issues raised.
Field review completed. The following issues or
discrepancies with the site plan were found:
El 0 A. Site lacks adequate public improvements
ED 13 B. Existing drainage improvements not shown or in
conflict with site plan.
C. Site is served by overhead power lines.
P:\D0cSSF0RMSPRM0010.DH REV. 02/27t91
Dedication Requirements
9. No dedication required.
Grading is required to access Site, create pad or
provide for ultimate Street improvement.
Site access Visibility problems exist. Provide onsjte
turnaround or engineered solution to problem.
Other:
F7 F7 1:1 10. Dedication required. Please have a registered Civil
Engineer or Land Surveyor prepare the appropriate legal
description together with an 8½" x 11" plat map and submit
with a title report and the required .processing fee. All
easement documents must be approved and signed by owner (s)
prior to issuance of Building Permit. The description of
the dedication is as follows:
Dedication completed, Date By:_
j/Imrovement Reauirements
to occupancy.
12. Public improvements required. This project requires
construction of public improvements pursuant to Section
18.40 of the City Code. Please have a registered Civil
Engineer prepare appropriate improvement plans and submit
for separate plancheck process through the Engineering
Department. Improvement plans must be approved,
appropriate securities posted and fees paid prior to
issuance of permit. The required improvements are:______
Improvement plans signed, Date: by:
P DQCS\MI SFORNS\FRNOO10 .DN
REV. 02/27/91
Improvements are required. Construction of the public
improvements may be deferred in accordance with Section
18.40 of the City Code. Please submit a letter requesting
deferral of the required improvements together with a
recent title report on the property and the appropriate
processing fee so we may prepare the necessary Future
Improvement Agreement. The Future Improvement Agreement
must be signed, notarized and approved by the city prior to
issuance of a Building Permit.
Future Improvement Agreement completed, Date:
By:_______________________
13a. Inadequate information available on site plan to make a
determination on grading requirements. Please provide more
detailed proposed and existing elevations and contours.
Include accurate estimates of the grading quantities (cut,
fill, import, export).
No grading required as determined, by the information
provided on the site plan.
Grading Permit required. A separate grading plan prepared
by a registered Civil Engineer must be submitted for
separate plan check and approval through the Engineering
Department. NOTE: The Grading Permit must be issued and
grading substantially complete and found acceptable to the
City InsDector orior to issuance of Building Permits.
Grading Inspector sign off. Date: by:
Miscellaneous Permits
Right-of-Way Permit not required.
Right-of-Way Permit required. A separate Right-of-Way
Permit issued by the Engineering Department is required for
the following:
Sewer Permit is not required.
E El 19. Sewer Permit is required. A sewer Permit is required
concurrent with Building Permit issuance. The fee required
/ is noted below in the fees section.
20. Industrial Waste Permit is not required.
P:\DOCS\NISFORMS\flMOO1O.DN
REV. 02/27/91
14
21. Industrial Waste Permit is required. I Applicant must
complete Industrial Waste Permit Application Form and
submit for City approval prior to issuance of a Building
Permits. Permits must be issued prior to occupancy.
Industrial Waster Permit accepted -
Date: By:
Fees Reauired
27. Park-in-Lieu Fee
Quadrant: Fee per Unit:
Total Fees:
Traffic Impact Fee
Fee Per Unit: Total Fee:
Bridge and Thorough fare Fee
Fee Per Unit: Total Fee:
Public Facilities Fee required.
Facilities Management Fee Zone: ________Fee:
Sewer Fees Permit No. EDU's
Benefit Area: Fee:
Sewer Lateral Required:
Fee:
REMARKS: *T)&i bfWf +V\k.V i1cn -h'nsh
—r -y-1AL k1ri. Lr1ilL 4Ift b.1 (h'(cct-'(
tt re
ra t\h,
4w1J Afl(1t'/ftU Af\ 0. (A1Ai
ENGINEERING AVTIORIZATION TO I88UE PERKIT
DATE: _3 211?
P:\DOCS\MISFORMS\FRM0010.DH
REV. 02/27/91
Cl
0
0
I
PLANNING CHECKLIST
Plan Check No. g ZJ f Address Z5 / 7 60 4. OA) 0
Planner j)I')#J Phone 438-1161 ext.
(Name)
APN: z1x-cit---c
Type of Project and Use j70774z- 4)/)/7?11
Zone -i Facilities Management Zone
Legend
Item Complete
40 Item Incomplete - Needs your action
1, 2, 3 Number in circle indicates plancheck number where deficiency was
identified
Environmental Review Required: YES - NO K TYPE
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
e/0 0 Discretionary Action Required: YES - NO X TYPE
APPROVALJRESO. NO. DATE:
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
"M California Coastal Commission Permit Required: YES - NO &.
DATE OF APPROVAL:
San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725
(619) 521-8036
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
Shown 2&'
10' Shown 9...c'
c4.— Shown "16—
t?e)' Shown 4-20'
2g Shown 47
Shown 0-
Shown 3
Shown
Landscape Plan Required: YES ___ NO
See attached submittal requirements for landscape plans .4
Site Plan:
0 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.
0 2. Show on Site Plan: Finish floor elevations, elevations of finish grade
adjacent to building, existing topographical lines, existing and proposed
slopes and driveway.
0 3. Provide legal description of property.
EiEE 0 4. Provide assess o?s parcel number.
Zoning:
M-61 0 1. Setbacks:
Front: Required
Int. Side: Required
Street Side: Required
Rear: Required
0" 613 Lot coverage: Required
0 Height: Required
0 Parking: Spaces Required
Guest Spaces Required
0 0 0 Additional Comments
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER 4/A//t- DATE -f L_
PLNCK.FRM
PRELIMINARY GEOTECHNICAL INVESTIGATION
Single Family Residence - addition
Site: 2517 La Golondrina, La Costa
Carlsbad, CA
4 March, 1992
Prepared for
Owner
Jim Hill
Requested by
Mark Witherall
PROPERTY DEVELOPMENT ENGINEERS, INC.
1859 S. Escondido Blvd.
Escondido, CA 92025
*
INDEX
General Information .3 of 7
LotDescription............................................3 of 7
NaturalTerrain............................................3 of 7
Seismic Activity ...........................................3 of 7
Proposed Construction......................................4 of 7
Field Investigation & Test Results .....................4 & 5 of 7
Recommendations........................................5 & 6 of 7
Conclusion.................................................7 of 7
APPENDIX
Plate
Appendix "A" - Location Map .....................................1
Fault Location Map
Unified Soil Classification Chart
Appendix "B" - Standard Specifications for Compacted
Filled Ground
Homeowners Maintenance Guidelines
- 2 -
PROPERTY DEVELOPMENT ENGINEERS, INC.
1859 S. ESCONDIDO BLVD., ESCONDIDO, CA 92025
JOHN E. VERNON, PRESIDENT, RCE 21121, GE 858
CHARLES W. DAVIS, VICE PRESIDENT, RCE 21719
BARRY L. MUNSON, PROJECT ENGINEER, RCE 40980
FREDERICK F. BRONSON, CHIEF OF SURVEYS, LS 5085
DELBERT C. DANIELS, CHIEF OF MAPPING, LS 3351
March 4, 1992
Mr. Jim Hill
do Mark Witherall
2939 Gaviota Place
Carlsbad, CA 92008
PRELIMINARY GEOTECHNICAL REPORT
Site: 4025 Isle Drive
Carlsbad, CA 92008
To whom it may concern:
Our firm has completed a visual and limited underground survey
of the native soils at the above referenced site. The site is a
first and second story addition for a single family residential
building. Disturbance of the existing terrain is in evidence
from prior grading with the proposed footing areas being flat in
previously approved grading.
The overlying soil is silty sand (Carlsbad Sand USDA) SM
Uniform Soil Classification. The upper 1' (except for the areas
under the slabs) is loose organic and should be removed before
refilling with CL 3 D.G. or equal before placing slab floors or
exterior slabs. The native formational soil is a sandstone (SM
Unified Soils Classification) with minor clay lenses and is dense
in its natural state. It should afford acceptable foundation
material for the proposed construction providing that the
recommendations contained herein are followed. Any existing
utilities, roots or deliterious materials found in footing impact
areas should be completely removed and the resulting voids
properly compacted to acceptable standards. No seepage was in
evidence during the site inspection. Ground water should not be
encountered on this lot within 4' of finished grade.
There are no known faults located close to the site (Elsinore
fault is approximately 25 miles NE). (Rose Canyon fault is 6 mi±
SW). It is our opinion that the site could be subjected to
moderate to severe ground shaking in the event of a major
earthquake along either of these faults, however, the seismic
wil\7
-3-
PROPERTY DEVELOPMENT ENGINEERS, INC.
ENGINEERING • SOILS TESTING • SURVEYING
TEL. (619) 743-8808 FAX (619) 743-7466
risk at the site is not considered significantly greater than
that of the surrounding area. Construction in accordance with
the minimum standards of the most recent edition of the Uniform
Building Code should minimize potential damage as a result of
seismic activity.
The potential construction as shown on the above referenced
plan consists of minor grading which can be accomplished quite
satisfactorily on the site as regards soil adequacy. Care should
be taken to remove all roots and organics from beneath proposed
slab areas. All drainage should be directed away from footings
and into natural or approved drainage facilities. Failure to
comply with this recommendation could result in uplift or
undermining and differential settlement. Foundations should be
founded in firm natural non-expansive soil, solid rock or
properly compacted pervious embankment. To minimize the
potential for differential settlement, the entire cut portion of
areas planned for structures on newly graded areas of transition
lots should be over-excavated to a minimum depth of 3 feet (31 )
below finish grade and replaced with compacted fill. The soils
engineer shall review the footing excavations prior to concrete
placement to ensure adequate foundation support. All existing
utilities and footings should be completely removed and the
resulting voids should be properly compacted acceptable fill.
Settlement should be within the UBC tolerance providing that good
construction practices are followed.
TEST AND ANALYSES of the prevailing subgrade soils indicated
the following engineering properties:
Unified Classification SM
(brown silty sand)
In-place Density variable
Maximum Density 125 pcf
Optimum moisture content 10.5 %
Expansivity low
Design Bearing Value 1500 psf
- 4 -
Active Soil Pressure 40 psf/ft
(restrained/sloping bkfill) 60 psf/ft
Passive Soil Pressure 300 pcf
Friction Factor .4
We recommend that the continuous footings of the structure be
reinforced with at least two #4 bars top and two bottom (total of
4) as minimum reinforcement and that the slabs be reinforced with
#3 bars at 24" on center each way and be placed carefully at
mid-slab height on a clean, 4" compacted and moisturized sand
blanket (onsite select sand may be used). A vapor barrier of 6
mil visqueen is recommended to be sandwiched in the sand blanket
under all indoor slabs. An allowable soil bearing pressure of
1500 psf may be used for design of footing sizes. Active and
passive fluid pressures of 40 (60 for restrained or sloping
backfill) and 300 pcf, and a friction factor of .4 should be used
for wall design. A lateral bearing of 300 psf/ft may be used for
pole design using flagpole formula (UBC 2907g). Soil weight 125
pcf may be assumed for design purposes. All foundations shall
have a minimum size as determined by Table 29-A of the Uniform
Building Code and be at 18" minimum depth. Settlement should be
within UBC tolerance providing that good construction practices
are followed.
We emphasize that it is the responsibility of the contractor to
insure that the slab reinforcement is placed at mid-height of the
slab. Experience indicates that use of reinforcement in slabs
and foundations will generally reduce the potential for drying
and shrinkage cracking. Sawed, troweled or zipstrip weakened
plane joints provide straight line induced cracks in strategic
locations where random cracks may reflect. Random masonry wall
cracks will likely occur at 20' to 30' intervals if no
construction cracks are provided during construction. Some
cracking should be expected as the concrete cures. Minor
cracking is guaranteed but considered normal. However, it is
often aggravated by a loose sand bedding, a high water/cement
ratio, high concrete temperature at the time of placement, small
nominal aggregate size, and rapid moisture loss at time of
placement, due to hot, dry, and/or windy weather conditions
during placement and curing. Footing trenches and slab subgrade
- 5 -
should be thoroughly moisturized before concrete is cast. A
concrete additive, "Fibre Mesh", used per manufacturer's
recommendations is designed to minimize shrinkage and should be
added if random cracks are not acceptable. Cracking due to
temperature and moisture fluctuations can also be expected. The
use of low slump concrete not exceeding 4 inches at the time of
placement is recommended (additives may be necessary for
workability). The contractor should take appropriate curing
precautions during the placement of concrete to minimize cracking
of slabs. Slabs should be sprayed down several times a day for
several days especially during hot, dry weather. We recommend
that a slipsheet or "Semco" Tile Set, "Nobleseal" or equivalent
be utilized if crack-sensitive flooring (such as oak, marble tile
or Mexican payers) is planned directly on the concrete slab.
Cracks under all vinyl floors should be filled with mastic crack
sealer. All slabs should be designed in accordance with
structural considerations and sawed or weakened by 1" deep
troweled joints or zip-strips at 12-15' strategic intervals if
random cracks are unacceptable. Patio slabs, driveway slabs or
A.C. paving placed closer than 5' to fill or natural steep slopes
are susceptible to edge settlement and cracking if proper
precautions are not made for lateral support. Some settlement of
compacted fill is considered normal and should be anticipated.
In our opinion, the total and/or differential settlement expected
for the proposed structures is considered to be within tolerable
limits, however, unexpected saturation of the fill soils can lead
to excessive differential settlement. Therefore, it is important
to provide proper surface drainage and prevent excessive
subsurface water intrusion from sources such as over-irrigation,
inadequate drainage, or leakage of subsurface utility pipes. All
slabs should be placed on a granular nonexpansive sub-base at
least 12" thick. Auxilary slab and driveway subgrades should be
certified by the Geotechnical Engineer immediately before surface
is placed.
The grading should be done in accordance with the Grading
Ordinance of the County of San Diego, City of Carlsbad and the
attached Standard Specifications for the Placement of Compacted
Filled Ground. Special footing design will be recommended if
necessary at time additional grading is completed and footing
trenches are excavated.
We especially note here that for reasons of economy, we have
limited our investigation to the evidence available from visual
inspection of the site, testing of the surface or near surface
soils, and our discussions with you along with review of the
available documents. We candidly admit that visual examination
will not disclose all information but feel the information is
adequate at this stage of design and that final recommendations
should be based on actual footing soil conditions after grading
has been completed. If we have misunderstood your intentions as
to the extent of this investigation, please notify us immediately
in order that we may modify our program of investigation and
corresponding fees accordingly.
The conclusions and recommendations herein have been based on
the observations and/or testing as noted as well as our
experience. No other warranty, expressed or implied, is made.
We will be available upon prior notification for prejob
conference and certification testing when the grading work is
scheduled, and at time excavations are made and wall backfill is
compacted.
Property Development Engineers, Inc.
b~~C,
ESSi
John E. Vernon
RCE 21121, GE 858
Exp. 9/30/93 No. 858
(IO C 21121 J
I .)
10
OF CPI- "
- 7 -
APPENDIX "A"
----------- Lc 6 I'""
LüCPT/OAJ MAP
I
U68
SPRI CS
1899
1.47+
b(U( CUT f.W'...
INDIO
R4 S
ANGELES
to
.c., ''
S A b .1A .IONG AP..4.
Cf-ACH 0 R A U
L. £R N 4.1101
— SIOE .
—'-
189
1923
C E
riN0R
1812
%
:•*10
m G2
ROSE CANYON44%.
1966 FAULT ZONE Ut r.
CORONADO BANKS all 189J\
FAULT ZONE ' H ..— D I E C 0
6.0 1856
1915
LA
FAULT ZONE
- — - — —
0 ,,
LORE TEA S 0 I • 10 '00
I t. ES
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or tb b.c b-.4 .eo.c ..,
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--C
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EARTu3UAJE LzAnDs
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* rc o/po(eat.byac. - U52 6--c. crc.ncaied.
~~o .
Enibqtcnke poe.arn stcn 1973 plotted Icon, unprund itumruo.ent.. In socihern CnIdor. I4ofcacooc .oknnk .oI.cy (Azr,bo. r-. Ccr,o Y n,ocdcr.t s.d 3 o.jor esnbq.$)os nrc rrponed so the 40-year perod 19731973. Prcct5e and S..ko. SItce)
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Modd.d from nt9 oecçcakd by R.J. ?rcaOoq as GcoloZe. and E-con.ortoai Io.p.a. special p'64zaa.'. o( Ike Aosoccolios of Eccg.ncenng Geolopo. 1973
FAULT LOCATION MAP wo er No .
fMHILL
Ø 03OZ.9Z14/4
"I".,
)
PROPERTY DEVELOPMENT ENGINEERS, INC.
1859 S. ESCONDIDO BLVD., ESCONDIDO, CA 92025
JOHN E. VERNON, PRESIDENT, ACE 21121, GE 858
CHARLES W. DAVIS, VICE PRESIDENT, RCE 21719
BARRY L. MUNSON, PROJECT ENGINEER, RCE 40980
FREDERICK F. BRONSON, CHIEF OF SURVEYS, LS 5085
DELBERT C. DANIELS, CHIEF OF MAPPING, LS 3351
UNIFIED SOIL CLASSIFICATION
MAJOR DIVISIONS TYPICAL NAMES SYMBOL
'RAVELS CLEAR cw Well Q1dC4 glvClS. QO'Cl.Md fflfltu(C$. k(Itc Of nO
GRAVELS
i'oOCly 9fadcd g'J.ell or gcas'cl-sand matu4cC. 1.11k o Cl) o MORE THAN HALF (LESS IKAN
OF COARSE 5% FIN(S) I,net.
GRAVEl. GM Silty gaoeIg,a.'el-r4-o'II m.otc-. no --plt.c 6 FRACTION IS
Uj LARGER TI-CAN WITH
NO. 4 SIEVE FINES GC CU1cy grasCN. g'a.el-nd-cIa moIueo. pII.c (u,CC.
SANDS CLEAN SW Well Ø1dcd O.3Ad . g(aselly g3rsdC hilic o' no I.net.
C: X
MORE THAN HALF
SANOS
(LESS THAN SF Poole Waded &jnds Of gracIIy Lands.lilllc of no
OF COARSE 5 % FINES
SANDS SM 5r nd • a.-iIL rrlucCC. no-,-pIaotc fnc. FRACTION IS
SMALLER Il-WI WITH
NO. 4 SIEVE FlUES SC cta--r o-a-d.. -eI-cU1' m4twes. p1aC.0 I,ncC.
ML '" 'very (sne urd: rock IlOuC
silt Y.
O
C: SILTS AND CLAYS cl-c-y (e 1ar,dl 0 cUye-y rII w,Ih C9l\t PIJI.CIy.
o LIOU.J LICE IS CL - .. I-C cI of Io to •(s c(II'C.Iy. QC ('
cJ) > --• ;I(( Cla,-s. kas clayc.
ot,1 0 LESS TC;U
OL1 , CLJ,l of
Z 2O
SILTS A CLAr'S MI doaCC lsc ia.i C'
1) ,E I
C: UOJ3 Lu-UT IS CF-I Irgic CLy1 of hh pLaN,ctr. (at CLay1.
OH O'a'.c cL.-c of mc- t hr- pL.Icuy. iI(C. —
I- GSSATER T1W4 SO.
HIGHLY 0R3C SOILS Pt PC( and ottcr hQMy gII.
GRAIN SIZE
U.S 5TU51DARO SERIES SIEVE I- CLEAR SOUARE SIEVE OPENINGS
200 40 10 4
I I SILTS AND CLAYS
L_
SAND GRAVEL
COBBLES BOULDERS FINE j MEDIUM J COARSE FINE J COARSE
RELATIVE DENSITY
SANDS.GRAVELS ARE
NON-PLASTIC SILTS OtUWS/FOOT
VERY LOOSE 0 - 4
LOOSE 4 -10
MEDIUM DENSE 10 -30
DENSE 33-SO
VERY DENSE OVER 50
PROPERTY DEVELOPMENT ENGINEERS, INC.
ENGINEERING • SOILS TESTING • SURVEYING
CONSIST EN CV
CLAYS AND
PLASTIC SILTS STRENGTH BLOWSJFOOT
VERY SOFT 0 - V4 0 - 2
SOFT 1/4-V2 2-4
FIRM 1/2 -1 4-8
STIFF I -2 8 -16
VERY STIFF 2 - 4 16 - 32
HARE) OVER 4 OVER 32
Water level at time 01 excavation of as indicated
Undisturbed driven ring or Chunk Sample
Disturbed bulk sample
APPENDIX "B"
PROPERTY DEVELOPMENT ENGINEERS, INC.
1859 S. ESCONDIDO BLVD., ESCONDIDO, CA 92025
JOHN F. VERNON, PRESIDENT, RCE 21121, GE 858
CHARLES W. DAVIS, VICE PRESIDENT, RCE 21719
BARRY L. MUNSON, PROJECT ENGINEER, RCE 40980
FREDERICK F. BRONSON, CHIEF OF SURVEYS, LS 5085
DELBERT C. DANIELS, CHIEF OF MAPPING, LS 3351
STANDARD SPECIFICATIONS FOR PLACEMENT
OF COMPACTED FILLED GROUND
Objective:
Obtain filled ground which is uniform and has adequate internal
strength to support any structures proposed. The method by which
this is obtained is described herein.
Preliminary Procedures:
Permits - Owner shall ascertain the grading permit
requirements of the agency whose jurisdiction covers the
land on which the grading is to be performed and shall be
responsible for complying with them.
Water - An adequate water supply shall be provided so that
compaction of filled ground will not be delayed.
Soils Engineer - A soils engineer shall be retained to
provide direction in grading, testing for compaction and
certification that the grading complies with grading
ordinances and with approved grading plans.
Grading:
1learthg and Grub bin.g -All natural surface which is to be
covered by filled ground, excavated or needed for brow
ditches, swales or other grading appurtenances shall be
cleared and grubbed. Trees, shrubs and grass, as well as
organic overburden shall be removed from the area to be
graded. Cleared material may be disposed of as approved by
the local controlling agency. No embankment shall consist
of trees, shrubs or other organic material.
2. Natural Ground Preparation - Natural ground shall be
excavated from beneath embankment areas to solid material,
the exact depth as determined by the soils engineer. This
material shall be brought to proper moisture content and
Q recompacted to not less than 90% maximum density as
- determined by A.S.T.M. D-1557-70.
PROPERTY DEVELOPMENT ENGINEERS, INC.
ENGINEERING • SOILS TESTING • SURVEYING
TEL. (619) 743-8808 FAX (619) 743-7466
Any existing fill which has not been certified must be
removed and recompacted.
If the slope of the existing ground exceeds 1' vertical
in 6' horizontal, a bench cut level, 10' wide shall be
excavated at the toe of the fill. This will allow the
embankment to be placed on a horizontal base for more
uniform compaction.
Embankment Placement - Fill material should consist of
native or imported material which has been brought to the
optimum moisture content. Material to be used for
embankments may have rocks with diameters greater than 12"
providing they are evenly distributed in the soil mixture
and are at least 3' below finish grade. Fill slopes shall
not consist of, or be founded on, large rocks. Although
rocks may be placed along the outside of the toe of the
fill slopes. Rock placement in embankments shall be under
direct supervision of the soils engineer.
Embankment material shall be placed in layers varying
from 6" to 12tt deep depending on soil type, and compacted
by suitable compactive effort to a density or not less than
90% of the maximum density as determined by A.S.T.M.
D-157-70. Moisture content and depth of layers shall be
determined by the soil engineer at the time of grading, and
shall be updated whenever embankment soil types change.
As the embankment increases in elevation, new benches
shall be cut into original ground. Benches shall be at
least--61 horizontally into natural ground,be level and
shall occur at intervals to be ned by the soils
engineer at the time of grading.
Compaction may be obtained by the use of any combination
of equipment which will result in an embankment that is
properly compacted, uniform in moisture and properly
finished to the line and grades shown on the plans or to
those set forth in the applicable grading ordinance.
Additional Grading - Cut slopes shall be cut to the lines
and grades as shown on the plans or set forth in the
applicable grading ordinance.
Cut slopes shall be protected from erosion by brow ditches.
Brow ditches shall be either earthen or lined with erosion
resistant material as shown on the plans or as recommended by the
engineer.
- 2 -
Embankments shall be protected from erosion by placing an
earthen berm along the top of slope for the entire perimeter of
the fill. Where drainage is brought down the slope, the drainage
way shall be lined with erosion resistant material to prevent
loss of embankment slopes.
Where eaves are located, less than 51 horizontally from top of
fill slopes, eaves troughs shall be provided to prevent weakening
of slope due to water intrusion.
All areas of the building pad must be well drained. Drainage
swales shall have a minimum slope of 1' vertical in loot
horizontal unpaved or 1' vertical in 200' horizontal paved with
concrete. Drainage shall be provided to ensure foundations will
not be subjected to ponded water.
- 3 -
99vL-€tL (69) xvi 8088-iL (619) i31
ONIA3AUflS • ONIIS3J. SilOS • DNIi33NIDN3
ONI SE33NI0N3 iN3V4dO12A3G A13dObd
-
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3N1 'SH3NIDN3 1NVJdO13A3 A.LH3dOHd
4. All -drains should be kept cleaned and unclogged, including
gutters and downspouts. Terrace drains or gunite ditches
should be kept free of debris to allow proper drainage.
During heavy rain periods, performance of the drainage
system should be inspected. Problems, such as gullying and
ponding, if observed, should be corrected as soon as
possible.
5. Any leakage from pools, waterlines, etc. or bypassing of
drains should be repaired as soon as practical.
6. Animal burrows should be eliminated since they may cause
diversion of surface runoff, promote accelerated erosion
and even trigger shallow soil flowage.
7. Slopes should not be altered without expert consultation.
Whenever an owner plans a significant topographic
modification of the lot or slope, a qualified soils
engineering consultant should be contacted.
8. If the owner plans modification of cut or natural slopes
within his property, a soil engineering consultant should
be consulted. Any oversteeping may result in a need for
expensive retaining devices. Undercutting of a
toe-of-slope would reduce the safety factor of the slope
and should not be undertaken without expert consultation.
9. If unusual cracking, settling or earth slippage occurs on
the property, the owner should consult a qualified soils
engineer or an engineering geologist immediately.
10. The most common causes of slope erosion and shallow slope
failures are as follows:
Gross Neglect of the care and maintenance of the
slopes and drainage devices.
Inadequate and/or improper planting. (Barren areas
should be replanted as soon as Possible.)
Excessive or insufficient irrigation or diversion
of runoff over the slope.
11. Owners should not let conditions on their property create a
problem for their neighbors. Cooperation with neighbors
could prevent problems, promote slope stability, adequate
drainage, proper maintenance, and also increase the
aesthetic attractiveness of the community.
- 2 -
BUI LDING PERMIT PCR No: PCR92032
08/11/93 12:18 Project No: A920065b
Page 1 of 1 Development No:
Job Address: 2517 LA GOLONDRINA ST Suite:
Permit Type: PLAN CHECK REVISION
Parcel No: 215-561-35-00 Lot-it: 3469 08/11/93 0001 01 02
Valuation: 0 CPRM T 9300
Construction Type: VN
Occupancy Group: Reference: Status: ISSUED
Description: ADD 36 SF DECK/48 SF STAIRS Applied: 05/20/92
THIS WAS CONVERTED TO A BP 120292 CD Apr/Issue: 08/11/93
Entered By: DC
Appl/Ownr : WITHERALL, MARK 619 931-1317
7172 OBELISCO CIRCLE
CARLSBAD, CA 92009
Fees Required F cted&Cedit
--------------------------
Fees ) \ \ Adjustments -> 00
Total Fees / 4 tcl p -uc 00
I - 7 Balan 3 00
Fee _ f Plan Check Revision < dI\ 93 CO
77~ /
NCOPORATED 195 )
- I
/
I
FINAL APPROVAL
I NSP. - DATE
CLEARANCE
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: -
C D
A
7JURISDICTIO1
JURISDICTION: UPLAN CHECKER
PLAN CHECK
[J-FILE COPY
SET DPS
. DESIGNER
PROJECT ADDRESS: L4 sr-,
PROJECT NAME: ' 5FP D&'/ -ri ( 79J2
fVr The plans transmitted herewith have been corrected where
lI necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes when minor deficien-
cies identified are resolved and
checked by building department staff.
n 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.
fl 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:
NA Esgil staff -did not advise the applicant contact person that VZS plan check has been completed.
fl Esgil staff did advise applicant that the plan check has
been completed. Person contacted:________________________
Date contacted:_ Telephone #
0 REMARKS:
By:/-5e D/GAn Enclosures:____________________ ESGIL CORPORATION
0GA 0 C
- BUILDING PERMIT
05/14/92 15:24
Page 1 o 1
Job Address: 2517 LA GOLONDRINA ST Str:
Permit Type: PLAN CHECK REVISION
Parcel No: 215-561-35-00
Valuation: 0
Construction Type: VN
PCR No: PCR92029
Project No: A9200656
Development No:
Fl: Ste:
Occupancy Group: Reference#: 92-259 Status: PENDING
Description: ADDING DECK AND STAIRS / Applied: 05/14/92
Apr/Issue:
/ Validated By: DC
Appl/Ownr : WITHERALL, MARX /619 931-1317
7172 OBELISCO CIRCLE /
CARLSBAD, CA 92009 /
*** Fees Required *** Fees Collected & Credits ***
Fees: .00 / Adjustments: .00 / Total Credits: .00
Total Fees: .00 / Total Payments: .00
/ Balance Due: .00
Date :_____ Jurisdiction c-OJD'D7 -
Prepared by: Bldg. Dept.
VALUATION AND PLAN CHECK FEE rj Esgil
PLAN CHECK NO.
BUILDING ADDRESS - Z5,7 - //Jft S7
APPLICANT/CONTACT //9C/'c.. JIT/191L. PHONE NO.________________
BUILDING OCCUPANCY - DESIGNER PHONE____________
TYPE OF CONSTRUCTION CONTRACTOR PHONE___________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
• /o. 7~ 9 03
24-t 4- -
-
/o.1,§ /
V 13/0 iJ ? o ti&i 0 IC '9-k'
ID!
Air_Conditioninz
Commercial
Residential
Res. or Comm.
SDrinklers -Fire
Total Value 903,--£rZ
Building Permit Fee $ S z 57, 0-0
Plan Check Fee $ j /1 &7./5 X I $
COMMENTS:
SHEET OF /
12/87