HomeMy WebLinkAbout2215 NOB HILL DR; ; CB900436; PermitBUILDING PERMIT Permit No: CB900436
05/02/90 11:42 Project No: A9000532
Page 1 of I Developrnent No:
Job Address: 2215 NOB HILL DR - Str: Fl: Ste:
Permit Type: RESIDENTAL ADDITION/ALTERATION *
5172 05/02/90 0001 01 02
Parcel No: 167-112-14-00 C-FR1T 678.00
Valuation: 88,088
,. Construction Type: NEW
Occupancy Group: Class Code: Status: ISSUED
Description: 1261 SF 2 STORY ADD + DECK Applied
Apr/Issue : 05/02/90
Validated By: DC
CONTRACTOR : CHASE BONILLA . Lic. C 418483 619-720-0773
3045 ROOSEVELT ST -
CARLSBAD, CA. 92008
OWNER : SPRAGUE, VICKI ANDTOM /Lic.
*** Fees Required ** , \\f'*** dTh.Feesi Collected & Credits '. / i ( ): .) - 1 /1 •_ •
Fees: --105300
Adjustments:
X
\.00 z 12 Total\Credlts:\ .00
Total Fees: ,o3oo/ Paye'n.ts: \ 375.00
crZ / BalanèeDue: \ 678.00
Fee description/ / \F7'Unit Ext fee Data
Building Permit
Plan Check (-. '
Strong Motion Fee\ / 6.00
* BUILDING TOTAL \ \N pt1// / / - / 980.00
Enter "Y"-for Plumbing Issue Fee \> 7 / / . 7.50 Y
Each Plumbing Fixture or Trp.(J > \'-J 8.00 2.50 20.00:
Each Building Sewer \ N<IO 'b°l.*O'O Z> 6.50 6.50
* PLUMBING TOTAL
• \ 34.00
Enter flyU for Electric Issue Fee- > c- / 5.00'Y r' '* / Other U /1 I>. '\ '10 00 / 10.00 REMODEL
* ELECTRICAL TOTAL ($10 .Mihimum)'
Enter 'Y' for Mechanical 15.00 Y
Each Install/Reloc Appliance Vent > 2.00 4.50 9.00
* MECHANICAL TOTAL . 24.00
(1ikAPPROVAL
-
. IINSk' DATES
CLEARANCE:.
CflY OF CARLSBAD -
- 2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161
PERMIT APPLICATION
City of Carlsbad Building Department
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
1. PERMIT TYPE I
A - OCOPIMERCIAL DNEW DTENAZIMPRMENT
B - INDUSTRIAL []NEW DTENA MENT
C -DRESIDENTIAL DAPARTMENT DCONDO AMILY DWELLING ,pDITI ON/ALT ERATION
ODUPLEX DOEMOLITION DRELOCATION DMOBILE HOME []ELECTRICAL []PLUMBING
DMECHANICAL []POOL [-]SPA []RETAINING WALL []SOLAR DOTHER
- - - .. - ..
but laing or
Nearest Cross Streets
EST. VAL 7 ¶,t"
PLAN CX DEPOSIT A 7.17 ________________________
VALID. BY
DATE
4085 03/16/90 0001 01 02
/(( C-PRIIT 375.00
si on
a Energy Calcs J42 Structural Calcs •.Soils Report 1 Addressed Envelope
ASSESSOR'S PARCEL //,7 _/,f7 - Ad EXISTING USE PROPOSED USE
Ut5,.R,rIIUN yr WVK -
v ,eesiort- 7L
BLDG. SQ. FTG. 12 ft / # OF STORIES ! -2-
CONTACT PERSON
NAME ,?(4 C4.#s cr (c%'isc — j1) ADDRESS 0 3 g 0O VC4-7
CITY C.4C-i1&979 ,7 STATE (4 ZIP CODE 92.OU1 DAY TELEPHONE -0773
SIGNATURE
APPLICANT .CpNTRACToR [3 AGENT FOR CONTRACTOR
NAME -. 6f.41/CC19- - ADDRESS
PINER DAGENT FOR OWNER
CITY STATE ZIP CODE DAY TELEPHONE
PROPERTY OWNER OLESSEE [-]TENANT
NAME *veCt1 49cI4.... ADDRESS . (3' Jt/U m " 'z_
CITY /Ø9?tZ,5#jdij STATE'1-. ZIP CODE DAY TELEPHONE
CONTRACTOR
NAME ell _ ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
STATE LIC. # LICENSE CLASS /1 CITY BUSINESS LIC. H
SIGNATURE TITLE DATE
CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. H
WORKERS' COMPENSATION
Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self- insure issued by the Director of 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
Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner
so as to bgeme subject tg the Workers' Compensation Laws of California.
SIGNATURE A ,.._...____ DATE '5 -
on: I hereby affirm that I am exempt from the Contractor's License reason:
0 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 whc
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.).
0 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 no:
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 []NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES []NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
DYES C] NO
IF ANY OF THE 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 DISTRICT.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(i) Civil Code).
LENDER'S NAME LENDER'S ADDRESS
APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws reating
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 CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID
CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
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 180 days from the date of such permit or if the building or work authorized by such permit is susended
or abandoned at _aAT tpe after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code).
APPLICANT'S DOWNER CONTRACTOR PHONE
WHITE: File YELLOW: Applicant PINK: Finance
APPROVED BY:
DATE:
UNSCHEDULED INSPECTION
DATE INSPECTOR_______________________
PERNIT 90 PLANCK #______________
JOB ADDRESS
i)O-(J773 /CiC7
TIME ARRIVE: TIME LEAVE:___________
CD LVL DESCRIPTION ACT COMMENTS
ESGIL CORPORATION.
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619)560.1468
DATE: q'1?-- i8_1a
JURISDICTION: (5
PLAN CHECK NO: - o-43.o SET:
PROJECT ADDRESS: _
PROJECT NAME:
ISDICTI
FILE COPY
UPS
DESIGNER
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
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.
in The check list transmitted herewith is for your information.
1_i The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that
plan check has been completed.
fl Esgil staff did advise applicant that the plan check has
been. completed. Person contacted:
Date contacted:. Telephone
REMARKS:1 ? (' ( S \T AiA\ \
A-16-VIA \&. (r r
By: Enclosures: _'e...
ESGIL CORPQRATION
0 GA . 0 AA vw 0DM
.,. -.
ESOIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560.1468
DATE: 'i? Pre - i.-10 (]APPLICANT
JURISDICTION: _________________________ k.j DFILE COPY PLAN CHECK NO: SET: []UPS
DDESIGNER PROJECT ADDRESS: i5 tob 1-hI v.
PROJECT NAME: C —aA
E 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.
Ej The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
IThe check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck. °°' j°'
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:
9 * 3&L4 c — , c, C -
Esgil staff did not, advise the applicant contact person that
plan check has been completed.
0 Esgil staff did advise applicant that the plan check has
been completed. Person contacted:_____________________
Date contacted: Telephone ! REMARKS: ; 1TK- !
on IFOA
By: Enclosures:
ESGIL CORPORATION
DbA . 0 AA. 0 vw C3 DM
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-14,68
DATE:----
JURISDICTION: C,5c j c&1rLsAp.
PLAN CHECK NO:• (-s - q0430 SET:
PROJECT ADDRESS:
PROJECT NAME: 5ER C
APPLICANT
allRISDICT
FILE COPY
UPS
DESIGNER
The plans transmitted herewith have beencorrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply El with the jurisdiction's-building codes when minor deficien-
cies identified are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and 'should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
R- £ - ,
fl Esgil staff didnot advise the applicant contact person that
plan check has been completed.
Esgilstaff did advise applicant that the plan check has
been.compieted. Person contacted: C 1
Date contacted: 3-3-90 Telephone #-o Q'T1 a-'J.
U REMARKS: •
By: _ Enclosures:__________________ ESGIL COROR ION •
DGA.DAAhVW 0DM
I
PLAN CEECK NO: Cb -Ci -
JURISDICTION: C r
TO: RicAi_(Jii _7o-. b11
ENCLOSURES:
PROJECT ADDRESS: , _,.. ) C)o _4 '1 _3r.
FLOOR AREA:
STORIES:
HEIGHT: c7
PLAN RRECTION _cHPIT
SINGLE FAN]LY AND, IXJPLENIMELLINGS
Date plans received by jurisdiction:
3/Lo °t.O
Date plans received by Esgil Corporation:
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, Fire 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)
1987 NEC (eff. 10/28/87)
1988 UMC (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 process, 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 up list when you submit
the revised plans .
p
Date initial plan check completed:
—'b'By:
Applicant contact person:
__Telephone: -0113
NOTE: PAGE NUMBERS ARE. NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NE)IIE CORRECTIONS WERE DT
List No. 10, General Single Family Dwelling and Duplex Without Supplements. (1988 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.
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:
The jurisdiction's building department.
0 Indicate on the Title Sheet of the. pla; the
name of the legal owner and name of person
responsible for the preparation ot tie plans.
Section 302(a)7.
4. All sheets of plans must be signed by the
person responsible for their preparation.
(California Business and Professions Code).
y' Plans, specifications and calculations shall be
/ 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,
pjp, deck and balcony. Section 302(d).
Provide a statement on the Title Sheet of the
.....J plans that this project shall comply with Title
24 and 1988 USC, IJMC and UPC and 1987 NEC.
S
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(d).'.e.t..!0TZ TJ. tV
7. Indicate distance from property lines to
proposed building. Section 302(d).
Show on the title sheet all structures, pools,
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."
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.
17< On the cover sheet of the plans, specify any
items requiring special inspection, in a
format similar to that shown below or sticky
back.
REQUIRED SPECIAL INSPECTIONS
In addition to the regular inspections, the
following checked items will also require
Special Inspection in accordance with Sec.306
of the Uniform Building Code.
irni REQ. . IF REMARKS
- CHECKED
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP.
STRUCTURAL CONCRETE
OVER 2500 PSI
PRESTRESSED STEEL
FIELD WELDING
HIGH STRENGTH BOLTS
EXPANSION ANCHORS
SPECIAL MASONRY
SPRAYED ON FIRE
PROOFING
PILES/CAISSONS
DESIGNER-SPECIFIED
OTHER
Exterior walls closer than 3 feet to property
/ lines shall be one-hour rated construction and
have no openings. Table 5-A.
1/19/90 . . . ' 2
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.
ii. Plastic skylights shall not be installed within I 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.
1. 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.
Show location of permanently wired smoke
etector:
Centrally located in corridor or area
giving access to sleeping rooms.
On each story.
In the basement.
When sleeping rooms are upstairs, at the
upper level in close proximity to the
stair.
p(. In rooms adjacent to hallways serving I 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
8
ei i .! I :'.#' 1)
2Z./ 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).
2 ' Window area must be at least 1/10 of the floor I 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 05 (a). -_I1LI
i I &T t yN k1Z
At least 1/2 of the common wa11 must be opeic
and have an opening not less Ehan 25 sq. It.
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). .?,iTZjaj, '.ie o OV
/ 14 C,4p gourEe.ToP. 'l 2. Required windows shall notopen 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).
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)
Show discharge point for exhaust air to be at
least 5 feet from any mechanical ventilating I'
intake. Section 1205(c). MOTC
Ductless fans cannot be used in bathrooms if a
tub or shower is present. Section 1205(c).
2' No habitable room, other than a kitchen, shall
/ be less than l'O" in any dimension. Section
1207 (c).
3. 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 71 0". Section 1207 (a).
37' Dimension on the plans the 30" clear width for
/ water closet compartments and 24" clearance in
front of water closet. Section 511 (a).
33.Specify safety glazing for glazing in
hazardous locations such as glass doors,
glazing adjacent to doors and glazing adjacent
to walking surfaces. Section 5406. or
4'. 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.
35. Glazing in shower and tub enclosures shall be
I empered, laminated or approved plastic
(including windows within 5 feet of tub or
shower floor). Section 5406 (d) 5..fi , f& T. Two ( ) —
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.
2/12/90 . 3
3ft' Sleeping rooms shall have a window or exterior
/ door for emergency exit. Sill height shall not
exceed 44" above the floor. The window must
have an openable area of at least 5.7 square
feet with the minimum openable width 20" and
the minimum openable height 24". Section 1204.
Basements in dwelling units shall comly with
the above (even if not designated as sleeping
rooms). Section 1204.
Walls and floors separating units in a duplex
shall be of one-hour fire-resistive
construction. Section 1202(b).
A mezzanine is an intermediate floor and may
not have a floor area exceeding 33 1/3.percent
of the total floor area in the room below. The
mezzanine floor must have a clear height of 7
feet, above and below, and must 'have the long
side open to the room below except for posts
and protective walls or railings not exceeding
42" in height. Section 1716.
4/?' The loft you show does not comply as a
mezzanine floor and is, by Uniform-Building
Code, definition, a story. Section 1716.
ITS. STAIRWAYS. AND RAILINGS
Floors above the second-story shall-have not
/ less than 2 exits. Exceptions: 1. Occupied
roofs may have one exit if such occupied areas
are less than 500 square feet and located no
higher than immediately above the second story.
2. When the third floor within a unit does not
exceed 500 sq. ft., only one exit need be
provided. Section 3303(a).
Required éxit'doorways shall be not less than / 36" in width and not less than 61 8" in height, and shall be capable of opening at least 90
degrees. Section 3304 (f).
Provide 36" high protective railing for
porches, balconies, and Open sides of stair
landings. Openings between railings shall be
less than 611. Section 1711.
44. Show. how guardrail connection details are
adequate to support 20 pounds' per 'lineal foot
at a right angle to the top rail'." Tale 23-B.
Provide stairway and landing details. Section
3306 (b), (a) and (p).
'. Maximum rise is 7" and minimum run is
I 11". When the stairs serves less than 10
occupants, or serves an unoccupied roof,
rise may be 8" maximum and run 9"
minimum.
() Minimum headroom is 61 -611. (per Title 24)
Minimum width is 36".
All handrails per Section 3306 (j), shall
satisfy the following:
$ Provide handrail for stairways with 4 or / more risers.
(f,) 'Handrail shall be 34" above the nosing Of
treads. (per Title 24)
() The handgrip portion of handrail shall be
not less than 1 1/211, nor more than 2" in
cross-sectional dimension.
Every stairway' landing shall have adimension,
/ measured in the direction of travel, at least
'equal to the stairway width. Such dimension
need not exceed 36 inches. Section 3306 (g),
3304 (j).
An interior door may open inward at the top
step of a stairway provided the top step is
not more than 7 lIZ" lower than the floor
level. Section 3304 (i).
4/. Provide details of winding stairway complying
with Section 3306 (d):
Minimum tread is 6-inches at any point
and minimum 9 inches at a point 12 inches
from where the treads are narrowest.
Maximum rise is 8 inches.
C". Minimum width is 36 inches.
2/12/90 ' ' . . 4
?/- fl( 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 6 inches
d. 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).
54. 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).
'yRImsAv&
Within units, show that'orridors have a
/ minimum width of.36 inches. Section 3305 (b).
ROOFING
Specify roof.slope.
sj. Roof slope is not adequate for roof type
specified. Table 32-B,C,D and E.
5. Specify roof material and application. Chapter / 32.
Specify I.C.B.0. or U.L. approval number for
I 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).
62. 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.
64.. Show attic ventilation. Minimum vent area is
IT150 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).
MASONU
Provide fireplace construction details or note
/ construction to be per attached fireplace
standard drawing. Chapter 37.
66. 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 I 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 MW CARPORTS
7/ Garage requires one-hour fire protection on
the garage side of walls and ceiling common to
the dwelling. Table 5-B, Section 503 (d).
7)/ 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 I 3/8" solid core self-closing door for
openings between garage and dwelling. Section
503 (d).
31. Garages are not permitted to open into a room
used for sleeping purposes. Section 1104.
P
Show roof drains and overflows. Section 3207.
12/11/89 . 5
i(. 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
/ over garage opening, lateral cross bracing at
plate line, method bracing garage front and
holddowns if required. Chapter 23.
NOTE: Maximum shear panel height-to-width
ratio is 3 1/2 to 1 for plywood. Table 25-I.
7A. 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 (i).
7'. Provide an 18" raised platform for any FAU,
water heater, or other device in the garage
which may generate a flame or spark. UMC
Section 508, UPC Section 1310 (a). 6. ________
FOUNDATION RUIR1S
78. Per soils renort, note on the plan thesoils
classification, whether or not the soil is
expansive and, note the tilowable being value.
Section 2905 (c)..
t.ij/ Ioo QC;11 \>eo)
The foundation plan des not comply with the
If soils report recommendations for this project.
Please review the report and modify design,
notes and details as required to show
compliance:__________________________________
Provide notes on the foundation plan listing
the soils report recommendation for
foundations, slab and building pad preparation.
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).
8j. The soils engineer recommended that he/she
/ review the foundation excavations. 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 comply with
the intent of the soils report".
qi.. Show height of all foundation walls. Chapter
/ 23.
81. Show height of retained earth on all
/ foundation walls. chapter 23.
If cut or fill slopes exist, show distance of
/ foundation to edge of cut or fill slopes and
show steepness and heights of cuts and fills. p
Chapter 29.
I. Note on plans that wood shall be 6" minimum
above finish grade. Section 2907 (a).
8/ Note on plans that surface water will drain
/ away from building and show drainage pattern
and key elevations. Section 2905 (f).
Dimension foundation per U.B.C. Table 29A:
Floors Footing
Supported Stenwall Width Depth Thickness
1 6" 12" 12" 6"
2 8" 15" 18" 7"
3 lot, 18" 24" 8"
*Foundations may support a roof in addition to the
floors. Where only a roof is supported, use
foundation for one floor.
4'. Show foundation sills to be pressure treated,
/ or equal. Section 2516 (c) 3.
91. Show foundation bolt size and spacing.-
Section 2907 (f).
I. Specify size, I.C.B.0. number and manufacturer
1' of power driven pins. Show edge and end
distances and spacing. Section 302 (d).
# 17 CatJi Also vai.'ide a Wi7Tr inIfE7J r&J,,ónS 5o15 YPa'7 14re...
TIt V&I,rl ALA)
2/13/90 6
9i. If required, show size, imbedment and location
/ of hold down anchors on foundation plan.
Section 302 (d).
91. 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.
9/ Show adequate footings under all bearing walls
/ and shear walls. Section 2907 (b).
9/ Show on the plans stepped footings for slopes
steeper than 1:10. Section 2907 (c).
9' Show minimum 18" clearance from grade to bottom
/ of floor joists and minimum 12" clearance to
bottom of girders. Section 2516 (c) 2.
9J. Show pier size, spacing and depth into
/ undisturbed soil. Table 29-A.
Show minimum underfloor access of 18" x 2411.
/ 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
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.
ioJ In 2-story buildings, shear panels at the first / story (at least 48 inches in width) shall be f 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.
l0. 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.
113. Show blocking at ends and at supports of floor
/ joists, rafters and trusses at exterior walls.
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.
ii. 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.
Show rafter purlin braces to be not less than
/ 45 degrees to the horizontal.
Section 2517 (h) 5.
107. Show double top plate with minimum 48" lap
splice. Section 2517 (g) 2.
191. Show nailing will be in compliance with Table
/ 25-Q.
109. 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 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.
In duplexes, draft stops shall be provided in I floor-ceiling assemblies and attics in line
with walls separating units and separating
units from common areas.
Show stud size and spacing. Maximum allowable
/ stud heights: Bearing wall: 2 x4 and 2 x 6
max. 101 ; Non-bearing: 2 x 4 max. 141, 2 x 6
max. 201. Table 25-R-3.
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.
1)4. 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..
2/12/90 7
l2ft 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.
)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.
128. Show location of attic access with minimum
size 22" x 30". Section 3205.
Show draft separation for attic areas between
/ units in a duplex. Section 2516 (f).
0. Specify plywood and/or particle board
thickness, grade and panel identification
index. Table 25-S.
When roof pitch is less than 3:12, design
I ridge as a beam. Section 2517 (h).
l3J If foundation cripple wall studs are less than
/ 14" high, framing shall be solid blocking, or
sheathed with plywood. Section 2517 (g) 4.
1. Cripple wall studs exceeding 4 feet in height 7- shall be 3 inch by 4 inch or 2 inches by 6
inches when supporting 2 stories.
Section 2517 (g) 4.
134. Show plywood sheathing over exposed eaves, or
D
other weather exposed areas, is "bonded with
exterior glue." Plywood used for exterior
wall covering shall be the exterior type.
Section 2516 (i), 2516(g)3.
131. Detail truss layout for 30" x 30" attic
/ access, if required for equipment in the
attic.
V. Ridges, hips, and valleys shall be at least
one size larger than supported rafters.
Section 2517 (h) 3.
-
In open beam construction, provide strap ties / across the beams at the ridge support.
Section 2501 (b).
114. 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.
116 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
117. Provide truss details and truss calculations
for this project. Specify truss identification
numbers on the plans. a pr'&Q
()Show 1/2" minimum clearance between top plate
of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
119 Provide roof framing plan and floor framing
plan. Section 302 (d). . -
() Provide framing sections through
c. re4. iv.-
Ptor.
Section 302 (d).
Specify all header sizes for opening over 4'
/ wide. Section 2517 (g) 5.
12 Provide calculations for main vertical and
/ horizontal framing members and post footings.
Section 302 (b).
12 Provide calculations for lateral loads, shear
/ panels, shear transfer and related. Section
' 302 (b).
12J( 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.
Show on the plans all structural requirements
( developed in the structural calculations.
Section 302 (d). (See comments below or at
end.)
MECHANICAL (UNIFOI1 MECHANICAL CODE)
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical
Code.
'E)1^, aJLLT '\c ?otP4,i le'ia
We cr 4 61r \ )
atr
2/12/90 8
138 Show the size, location and type of all heating
and cooling appliances or systems.
'139. Show source of combustion air to furnace, per
Chapter 6, UMC.
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.
Show minimum 30" deep unobstructed working
space in front of furnace. Section 505, UMC.
142 Furnace shall not be installed in any bedroom, \,J 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.
11./. Show I.C.B.0. approval number for prefab
I fireplace. Show height of chimney above roof
per i.C.B.0. approval or Table 37-B.
ìØ.. 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.
@5-Where equipment is installed in the attic, the
distance from the attic access to such
equipment shall not exceed 20 feet.
'146. Note that passageway to the attic furnace shall
be unobstructed and have continuous solid
flooring not less than 24 inches wide.
Section 708 UMC.
147. Show permanent electrical outlet and lighting
fixture controlled by a switch for the attic
furnace. Section 708 UMC.
Show details to comply with Section 709 for
furnace under the floor, or Section 710 for
roof or outside furnace.
8(149 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.
91903.
Provide dryer vent to outside. UMC, Section
ELECTRICAL (NATIONAL ELECTRICAL CODE)
All wiring shall comply with the National
Electrical Code.
S
151. Show
ow
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.
Show location of all electrical receptacles.
Electrical receptacle locations and/or spacing
is not adequate in___________________________
Show at least one convenience outlet other
than outlets for laundry, etc., doors in
garages and basements. NEC, Art. 210-52.
Note convenience outlets in bathrooms, kitchen
counter top(s) within 6 feet of the kitchen
sink, outdoors, and in garages and basements
Uier than for laundry and similar equipment)
shall be GFI protected. NEC, Art. 210-8.
Note electrical system ground to be provided
per NEC, Art. 250-81.
pt,mcgisc (uNrFo( PLtNBDIG E)
Show water heater size, type and location on
plans. UPC, Section 1301.
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.
Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom. .UPC, Section
1309.
S
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.
161. Show T and P valve on water heater and show
route of discharge line to exterior.
UPC, Section 1007 (e).
(L 4 (1iEcY),
L.&) yn is go EaA!~k eioT, tC))
rio-re, on 'Si
Show that water heater is adequately braced to
resist seismic forces, when not connected by
rigid pipe. UMC Section 504(d).
Show shower-stall can accommodate a 30" circle
and has a minimum floor area of 1,024 sq. in.
UPC 909 (d). I n k1Tan)
Provide clothes washer hook-up for each unit.
/ Title 24, Part 3.
NOISE INSULATION (IXJPLENES)
1. Show details of duplex common (party) walls and
/ floor/ceiling assemblies to achieve a Sound I Transmission Class (STC) rating in walls of 50
decibels and an Impact Insilation Class (IIC)
rating on floor/ceiling of 50 decibels.
Title 24. -
Show how penetrations of assemblies for piping,
/ electrical devices, recessed cabinets,
I bathtubs, soffits, or heating ventilating, or
exhaust ducts shall be sealed, lined, or
insulated to maintain required sound
transmission rating. Title 24.
Provide insulation in walls and ceiling to
/ achieve STC of 50 between garage and living
I area if garage use is not controlled by
resident. Title 24.
ENERGY CONSERVATION
16. 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.
170. All energy items shown on the plans must be in
agreement with the information shown on the
properly completed Form CF-1R. A., A I( t.OL Cii
ii- A4 )i. %pu&., CSeLbi (3'e.y ')• hA. Specify on the building plans all 0t the / mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Energy Conservation Requirements".
1. Show the make, model and efficiency of the
/ space heating (or cooling) system and provide
heat loss calculations if the output exceeds
45,000 BTU/Hr.
17. 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.
174. Provide fluorescent general lighting in
kitchen(s) r CAC, Title 24, 2-5352(J). 1.00&IF
MISCELLANEOUS
S
Please see additional corrections, or remarks,
on the following page.
176. 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.
1/7. Please indicate here if any changes have been F 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 jurisdiction 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 -
at Esgil Corporation.
Thank you.
i M ,.-'. C-a \uc
-ec.k. e- L-'s.t.
*-i): c•
C • r
'p.
C. fb p p ,v4.J # or e s, iTs
Lf MA ( %'u)v C_I.).. ailretV.
41F cii 'e.0 rL . p ,... ov C -s \-.)L -AL ('pv s ADA
¶a Jj FA
2/12/90 . ...) . . - 10
Datei Jurisdiction
Prepared bys Bldg. Dept.
VALUATION AND PLAN CHECK FEE —sgi1
PLAN CHECK -NO._C
BUILDING ADDRESS _;r Jab 14,11X> r.
APPLICANT/CONTACT c4 Cb PHONE NO. -7.%a —"113
BUILDING OCCUPANCY
- DESIGNER PHONE__________
TYPE OF CONSTRUCTION i—.i CONTRACTOR PHONE -
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
-
Air. Conditioning
Commercial
Residential-
Res. or Comm. .
Fire Sprinklers
. .
Total Value
Buildinid Permit Fee. $_5qo.0,
Plan Check Fee $ $ 3,. cO
CDMMENTS: . . .
SHEET OF ( . 12/87
BUILDING PLANCHECK
ENGINEERING CHECKLIST
3
R
0
DATE: —zc--?O
PLANCHECK NO.90 - 11(36
IZJ ITEM COMPLETE
ITEM INCOMPLETE -
NEEDS YOUR ACTION
X ITEM SELECTED
PROJECT ID: 5R2,6u Ro01110.
LEGAL REQUIREMENTS
Site Plan
C
H
E
C
K
E Provide a fully dimensioned site plan drawn to scale. Show:
north arrow, proDertv lines1_easjiits,ayi t'
structures,c i1fTrWstreet impr ______
way and imensioned setbacks.
Show o e lart: LToeiev Ievtionj
niiatjpns of finish gra e a ____ a a to buildin1existing
topographical lines, existing and nronosed slopes, driveway
with percent (%) grade andcáTiittFn.
Provide legal description and Assessors Parcel Number.
Discretionary Approval Compliance
No Discretionary approvals were required.
Project complies with all Engineering Conditions of Approval
for Project No._______________________
Project does not comply with the following Engineering
Conditions of Approval for Project No._____________________
Conditions complied with by: Date:
Field Review
Field review completed. No issues raised.
Field Review completed. The following issues or discrepancies
with the site plan were found:
A. Site lacks adequate public improvements.
-B. Existing drainage improvements not shown or in conflict
with site plan.
Site is served by overhead power lines.
- Grading is required to access site, create pad or provide
for ultimate street improvement.
FRM0010.DH 08/29/89
Site access visibility problems exist. Provide onsite
turnaround or engineered solution to problem.
Other:
Dedication Requirements
No dedication required.
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:
Improvement Requirements
No public improvements required. SPECIAL NOTE: Damaged or
to occupancy.
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:
FRM0010.DH 08/29/89
13. 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:_______________
Grading Requirements
)( 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.
Inspector prior 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.
Sewer Permit is required. A Sewer Permit is required
concurrent with Building Permit issuance. The fee required
is noted below in the fees section.
Industrial Waste Permit is not required.
FRMOO1O.DH 08/29/89
—*2 5.
N/P26.
Y A--27.
r 21. Industrial Waste Permit is required. Applicant must complete
Industrial Waste 'Permit Applicantion 'Form and submit for City
approval prior to issuance of Building Permits. Permits must
be. issued prior to occupancy.
Industrial Waste Permit accepted -
Date: By:_________________
Fees Required
1/-22. Park-in-Lieu Fee
Quadrant: —Fee per Unit: Total Fee:
Traffic Impact Fee
Fee: 1JLQ
Fee per Unit: Total Fee: ex ______
Public Facilities Fee required.
Facilities Management Fee Zone: __ Fee: IQ
Sewer Fees
Fee: Q
ermit No. EDU's te&QL73O
Sewer Lateral required:
Fee:_________________ If
Fee Per Unit: - Total
Bridge and Thoroughfare Fee
REMARKS:
ENGINEERING AUTHORIZATION TO ISSUE PERMIT
BY ---- Date:_______
FRM001O.DH . 08/29/89
--
PLANNING CHECKLIST
I" Plan Check No. f'O 436 Address 22f5 ,Vo3
APN: 167- I a- ic"
Planner iiJ 1vaucL , Phone 438-1161
(Name)
Type of Project and Use fEb.. 1+p177a4 9- I2r4o1o..
Zone Q---(-fo Facilities Management Zone I
Legend
EJ Item Complete
Item Incomplete - Needs your action
1, 2, 3 Number in circle indicates plancheck number that deficiency
was identified
Environmental Review Required: YES NO TYPE
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which
require action. -
Conditions of Approval
1L1'f3 0 Discretionary Action Required: YES NO X TYPE
APPROVAL/RESO. NO. DATE:
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions of approval? If not, state conditions which
require action.
Conditions of Approval
L1fE 0 Coastal: YES NO K DATE OF APPROVAL:
Compliance with conditions of approval? If not, state conditions which
require action.
Conditions of Approval
Landscape Plan Required: YES NO
See attached submittal requirements for landscape plans
TM
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 dimensioned setbacks.
Show on Site Plan: Finish floor elevations, elevations of finish
grade adjacent to building, existing topographical lines, existing
and proposed slopes and driveway.
Provide legal description of property.
Provide assessor's parcel number.
Zoning:
1. Setbacks:
Front: Required 2.0' Shown 2.0'
Int. Side: Required W. Shown (0'
Street Side: Required Shown ______
Rear: Required F Shown i.c'
Lot coverage: Required -2gShowne—'Vfb
Height: Required 5'Shown Z'11
Parking: Spaces Required Z Shown
Guest Spaces Required —Shown
Additional comments and remarks have been made on the building plans. These
marked-up plans may be picked up at the Building Department. These marked-
up plans must be resubmitted with the revised plans for this project.
Have plans been marked up? YES NO
Do 0 Additional Comments
OK TO ISSUE MLs! DATE 3 -23-100
PLNCK. FRM
WESTERN
SOIL SOIL AND FOUNDATION ENGINEERING, INC.
PHONE 746-3553 423 HALE AVENUE
AREA CODE 619 ESCONDIDO, CALIFORNIA 92025
April 30, 1990
Chase Bonilla Construction
3045 Roosevelt, Suite B
Carlsbad, CA 92008
Attention: Rich Chase
Proje.ct: Job No. 90-38
Subject: Proposal for an Update Soil Report
Mr. Chase:
It is our pleasure to propose to perform a site inspection
and provide an Update Soil Report for a fixed fee of. $500.00 as
follows:
Site Description
The site is located at 2215 Nob Hill Drive, Carlsbad,
California. A two-story addition is proposed for the
existing residence.
Description ofInspection
A visual site inspection and an Update Soil Report
based on our visual site inspection.
Work Exc1t4ed
A Soil Report, Geology Report, Geological
Reconnaissance, Seismic Study or Seismic Refraction
Analysis. Fill control, field density tests or other
engineering services during grading or backfilling.
Foundation excavation inspections.
Chase/Job No. 90-38
April 30, 1990
Page2
Iv. Servi ces
The Client will pay Western Soil & Foundation
Engineering, Inc. the sum of $500.00 on completion of
report.
See also attached sheet of General Terms and Conditions of
Proposal.
We would appreciate having the opportunity of working with
you on this project. If this proposal meets with your approval,
please sign where noted and return one copy to this office on or
before April 30, 1990.
Respectfully submitted,
WESTERN SOIL AND FOUNDATION ENGINEERING, INC.
Dennis E. Zimmerman CE 26676 GE 928
DEZ:kw
Distribution: (2) Addressee
Attachment: General Terms and Conditions of Proposal
WESTERN
SOIL, AND FOUNDATION ENGINEERING, INC.
-
Chase/Job No. 90-38
April 30, 1990
Page3
AGREED TO THIS:_._..DAY OF , 1990
BY:
(Print)
FOR: CHASE BONILLA CONSTRUCTION
BY:
(Signature)
WESTERN
SOIL AND FOUNDATION ENGINEERING, INC.
3AD UNIFIED SCHOOL DISTRICT
3AD HIGH SCHOOL
YJUNIOR HIGH SCHOOL
RECEIPT NO.
03068
DATE <t)14 a V_.&\
$ REIMBUSMENTS $ q
$ _____________
$ 'and to verify
. No building
igned by the
$_____________
$ ____________ INSURANCE - $ ____________ artment.
$ TELEPHONE COMMISSIONS $
TOTAL
RECEIVED FRO' ' 't)
AT
FOR:
USE OF SCHOOL FACILITIES/RENTALS
USE OF SCHOOL BUS
DAMAGE TO SCHOOL PROPERTY
DAMAGED OR LOST BOOKS
SALE OF SURPLUS
INCOME jj" ABATEMENTD
LOCT ACCOUNT NO. ______- - _____ -- RECEIVED CASHD CHECKJ -4776)
ACCOUNT NO. _____-. -
$jt 'School - - - -
. ECEIVEDBY' il
ACCOUNT No. : - -
753-6491) Project Applicant: U Q•
- APN:
Project Address:.
RESIDENTIAL: SQ. FT. of living area-.O"L(.1\ Numberof dwelling units
SQ. FT. of covered area - SQ. FT. of garage area
COMMERCIAL! INDUSTRIAL: SQ. FT. AREA
Prepared By
-. . -•---" -. Date -.
FEE CERTIFICATION
(To be completed by the School District)
Applicant has complied with fee requirement under G
o
v
e
r
n
m
e
n
t
C
o
d
e
5
3
0
8
0
Project is subject to an existing fee agreement
Project is exempt from Government Code 53080
Final Map approval and construction started before
S
e
p
t
e
m
b
e
r
1
,
1
9
8
6
.
(other school fees paid)
Other
Residential Fee Levied: $ __€aJ based on sq. ft.@ Comm/Indust Fee Levied:
$____________ based on sq. ft.@ .i•_••• ,)
..)•;•
Sdl
Title Date
AB 2926 and SB 201 fees are capped at $1.56 per squar
e
f
o
o
t
f
o
r
r
e
s
i
d
e
n
t
i
a
l
.
AB 2926 is capped at $.26 per square foot for commercia
l
/
i
n
d
u
s
t
r
i
a
l
.