HomeMy WebLinkAbout1940 HIGH RIDGE AVE; ; CB891803; Permit1
B U1 LDI N G PE R MI T'' , Permit No: CB891803 q;
02/06/90'09:56 . Project No:. A890.326,7,
Page 1 of 1 . Development No:'
Job-Address: 1940 HIGH RIDGE AV , - Str: . Fl: - Ste: . 5,
PermitType: RESIDENTAL ADDITION/ALTERATION
- 3127 02/06/90 0001 01 .02 Parcel No:. 207-385-06-00- . C-PMT 282-00 Valuation: - 26,703- LL '. ., .. •rhk./5_/ Construction Type: NEW . . -"
- Occupancy Group: - Clas, Code: . Status.-,ISSUED
Description: 387 SF ROOM ADD - Applied : 11/20/89
-. . A'pr/Issue . :. 02/06/90
Validated By:
OWNER . : JOBES, K.M. Lic 619-729-9386.
1940 HIGH RIDGE AV
CARLSBAD,CA 92008
. Fees Required Fees Collected & Credits u mi ' - .
Fees:o3 (-'1J7/
- - - - . . Adjustments: - .0 0,. Total-Cr'dits: .00 -
Total Fees: 454.00-
TO
Total . 172.00
Balncpi.ie \ 282.00
Fee description •. Units Fee/unit - Ext fee' ,Data
- . •. t:.,_.,._ v'-/ \c2, ' .
Building Permit! 2 65 .00,.
Plan Check 172..00
Strong Motion Fee 2.00
BUILDING TOTAL 439 . 00,
10.00 EOE: ELECTRICAL TOTAL\($10 Minimum)' 15-.00
PPROVAL
INS ATE
'S.. -. ' . . -
:-'. • .
4 -•.•.
S •• - - -
. . 5..
- __5• 5 i... 4
'5 '- S - - . -
,
- . - .
•. -; -' -: -
CLEARANCE-
- . - _•• . .
. .
- .4- 5 4_.
CITY OF CARLSBAD
. ' 2075 Las Palmas Dr., Carlsbad CA- 92009 (619).438-1161
.
,
EST. VAL
PLAN CE DEPOSIT 1_i_12__.
VALID. BY V,
DATE
Al
, I
1493 11/20/89 0001 01 02, .
V V
-' C—PRMT 172..00
PERMIT APPLICATION - -
City of Carlsbad Building Department - p
2075 Las Palmas Dr., Carlsbad, CA 92009 (619)'438-1161
* I . PERMIT TYPE
A - 0 COMMERCIAL NEW DTENANT IMPROVEMENT
B - 0 INDUSTRIAL - DNEW DTENANT IMPROVEMENT -
C - XRESIDENTIAL DAPARTMENT DCONDO $SINGLE FAMILY DWELLING ADDITION/ALTERATION
- DOuPLEx DDEMOLITIoN DRELOCA,TION:.DMOBILE HOME DELECTRICAL DPLUMBING
DMECHANICAL DPOOL' [:1 SPA DRETAINING WALL DSOLAR DOTHR
. s-.-
P
Addri
Near,
tsui ta-mg or sui .90 /J,i &IbQ AVE, Cv
Cross Streets tVd".ZJA/M.
RIPTION Lot No. • Subdivision Name/Number
/ •,<.••
CHECK BELIJJ IF SIJBMIIIED: . , 02 Energy Calcs . Structural Calcs V 2Soils Report Addressed Envelope
ASSESSOR'S PARCEL .207 - '3 0 b EXISTING USE PROPOSED USE
02
DESCRIPTION OF 04C'
- ... . . 7o 0 C e5i'iV c3 7
BLDG. 50. FTC. # OF STORIES .2.
CONTACT PERSON -. .
NAME fr' /"7 . ADDRESS /7a7 fr//G"f A -'
CITY CIA STATE ZIP CODE ?2° DAY TELEPHONE
SIGNATURE
Al' I' L ICAN I " [-]CONTRACTOR 0 AGENT FOR CONTRACTOR g OWNER 0 AGENT FOR OWNER
NAME /c'p' 2'KT ... ADDRESS
CITY' STATE'(J ZIP CODE . .. DAY TELEPHONE
PROPERTY OWNER OLESSEE OTENANT NAME K P7 flE~ -, ADDRESS / ?4' Gg A',2G A viE
CITY C qyu - . STATECR ZIP CODE DAY TELEPHONE
- CONTRACTOR' . . . --
NAME . . .
CITY ::xA) 1j"e__
ADDRESS
STATE ZIP CODE DAY TELEPHONE -. -
- V
STATE LIC. N - . LICENSE CLASS . CITY BUSINESS LIC. N .. it,
SIGNATURE - TITLE • DATE
DESIGNER NAME ADDRESS g 6 40,r
CITY /"/f7",.7 STATEC9 ZIP CODE ('L . . DAY TELEPHONE 7c5"" 73'/9 STATE LIC. # C26/
7. 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
instrer 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 become subject to the Workers' Compensation Laws of California.
' SIGNATURE DATE
OWNER-BUILDER DECLARATION
_Owner.Bui(der Declaration: I hereby affirm that,.[ 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 anowner 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 -
- A 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 constVruct 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). ' .• . V - . V
0 I am exempt under Section -'- BusinOss and Professions Code for this reason:
- (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, impro'e, 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
a Contrctor's License Law (Chapter 9, corrinencing with Secti6n 7000, of Division 3 of the Business and Professions Code) or that he is exempt therefrom,
and the basis for the alleged exemption. Any violationof Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not -
more than five hundred do Ia s 00
SIGNATURE ., fk2L.. V - - ' DATE j/,/f5i
V
COMPLETE THIS SECTION FOR NON'R IAL BUILDING PERMITS ONLY: .
V
Is the applicant or future building occupant required to submit abusiness plan,' acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanne Hazardous Substance Account Act?, -
DYES ' Do • . , - . - .. . *
Is the applicant or future building occupant required to obtain a permit fromthe air pollution control district or air quality maiagement district?
V
, DYES 0 N
Is the facility to be constructed within 1,000 feet of the outer, boundary of a school site?
- - - DYES' ' ONO. V• V.. V -
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 ON 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 30970) Civil Ceide).
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 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 CITY OF CARLSBAD AGAINST. ALL LIARrLITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUEAGAINST 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 vo-id if the building' V
or work authorized by such permi is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended - •
or abandoned at any ti ft e work is commenced for a period of 180 days (Section 303(d) Uniform Building -Code).
APPLICANT'S SIGNATURE V
KO
WNER IlICONTRACTOR, [—]BY PHONE APPROVED -BY- ....... _.'.-."i-T
DATE
- - ' - WHITE: File YELLOW: Applicant PINK: Finance
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB8918031 - FOR 08/24/90 - INSPECTOR AREA PD
DESCRIPTION: 387 SF ROOM ADD PLANCK# CB89 1803
- OCCGRP
TYPE: RAD CONSTR. TYPE NEW.
JOB ADDRESS: 1940 HIGH RIDGE AV S STR: FL: STE:
APPLICANT: JOBES, K.M. PHONE: 729-9386
CONTRACTOR: . PHONE: - *
OWNER: JOBESI K.M. PHONE: 619-7
REMARKS: T2/MH/JOHN - INSPECTOR ,Z
:,*IAL INSTRUCT:
TOTAL-TIME:
CD; - LVL DESCRIPTION
.
ACT COMMENTS
19. ST Final Structural .
29 PL Final Plumbing
39- EL Final Electrical
49 ME Final Mechanical
S. .
INSPECTION HISTORY *****
DATE DESCRIPTION • ACT INSP COMMENTS
062190 *Exterior,Lath/Drywall * AP MP. -
062090 Exterior Lath/Drywall NR• PK NAILING ON LATH
061990 Interior Lath/Drywall AP PD
061490 Insu1atiôn • AP PD -.
061190 Frame/Steel/Bolting/Welding AP •PD
060590 Frame/Steel/Bolting/We1din4 AP PD
051190 Ftg/Foundation/Piers AP PD
S..
-
•S .
.5
/
ff s I. .
Ir
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619)560-1468
DATE: //29 APPLICANT.
;JURISDICTION: (7i JI)TAN. CHECKER.
LFILE COPY PLAN CHECK NO: SET: S PUPS
DDESIGNER PROJECT ADDRESS )9(/ /-1fik 1eF PU
;.—PROJECT NAME: JOBt~ - • •.
.S•S 0
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes
The plans transmitted herewith will substantially comply :
with the jurisdiction's building codes when minor deficien-
cies identified are resolved and
checked by building department staff. S
•
S
The plans transmitted herewith have significant deficiencies
S identified on the enclosed-check list and should be corrected : and resubmitted for a complete recheck. 0
Lj The check list transmitted herewith is for.your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck. 0
fl The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicantocontact person.
LI The applicant's copy of the check list has been sent to
4:;• 5 0
, Esgil staff did not advise the applicant contact person that
plan check has been completed. 0
EsgiF staff did advise applicant that the plan check has
been completed. Person contacted:
Datecontacted:
REMARKS:
S
•
S •S•• •
;4 S •5
- S
ESGILCRPORATION
LI GA [II AA LI VW 0DM
S•S -. • •- 0
• S
Telephone #
Enclosures: •
S
ESGIL CORPORATION
9320 CHESAPEAKE DR, SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: OFIEP_
JURISDICTIO
JURISDICTION: CITY OF CARLSBAD ECKER
OFILE COPY
PLAN CHECK NO: SET:7 FJUPS
DDESIGNER
1`PROJECT ADDRESS:
PROJECT NAME:_ POD V 01.)
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 bybuilding department staff.
,
•nThe-plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
• j1 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 5 checklist is enclosed for the
' 'jiiisdictión to return to the applicant contact person.
The'-applicant's-copy of the check list has been sent to
/( m Js /9(/t,141(7H uE
ft 9co
. Esgil staff did not advise the applicant contact person that
plan check has been completed.
Eli Esgil staff did advise applicant that the plan check has
been completed. Person contacted:________________________
Date, contacted: Telephone #•
LI] REMARKS
:t,,. ,•.•
S S -
By ) Enclosures
ESGILCOR9RATIQN
0 GA 0 AA 0 vw 0 D
ID: ,'ç:. Jo&s
19t/o /itU R/j2&E l)C
D 'LA 9awp
PRQJZCI ADDRESS:I9Y() '/.//&N RP( RU E-
- *
4 fr
- I-
4
PLAN cEKNO:__________________
JURISDICTION: CITY OF CARLSBAD
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 followi'ng
model codes:
1985 UBC (eff. 7/31/87)
1985 UPC (eff. 3/30/87)
1987 NEC (eff. 10/28/87)
1985 UMC (eff. 8/28/87)
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), 1985 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law. -
To speed up the recheck process, note on this list'
(or a copy) where each correction item has been
PLAN (X)RRECflCN sii.ocr , ' ' ' addressedi.e., plan sheet, specification. etc. Be
CITY OF CARLSBAD ' " - - ' ' ' sure to enclose the marked up list when you submit
SI!.S FAMILY AND DUPLEX DWELLINGS the revised plans.
4 4
- Date plans received by jurisdiction:
Date plans' received by Esgil Corporation:
. •"
Date' initial plan check completed: -
- /-/ 1'? y: g-• '
Applicant contact person: .
JL)S. -
-•,
Telephone:
NOTE: PAGE Ntfl4BS ARE NOT IN SJCE AS PAGES HAVI11G NO IUMS IThG CORRECTIONS WM DELETED.
List No 63, Carlsbad Single Family Dwelling and Duplex With All Supplements (1985 UBC)
47
S •'
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 D208,, 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.
Indicate on the Title Sheet of the plans, the
name of the legal owner, and name of. person
responsible for the preparation of the 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).
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
.t Business and Professions Code).
/'. Specify on the Title Sheet of the plans the
gross floor area of each element of this
project including dwelling,, garage, carport,
,. patio, deck and balcony. Section 302(c).
Provide -a statement on the Title Sheet of the - plans that this project shall comply with Title
24 and 1985 UBC, UMC and UPC and 1987 NEC.
Submit fully dimensioned plot plan drawn to -I 'scale showing location, size, and use of,all
existing and proposed structures on the lot.
- .• Identify property lines and show lot dimensions
and alleasements. -Show-location of -all cut or - fill slopes. Show finish floor elevations and
show elevations of adjacent finish grade.
Show drainage patterns with minimum slopes.
- Section 302(c).
Indicate distance from property..... lines -to
/ proposed building. Section -302(c). ....
-
, -
Show on the title sheet all structures, pools,
walls, etc. included under this application.
Any portion of the project shown on the site - plan that is not included with the building ,-
permit application filed should be clearly
identified as "not included."
(1. Clearly show if the lower level is a basement
or a story, based on the definitions in
Sections 403 and 420. Plot the finish grade
(as defined) on the elevations and dimension
the distance to the floor above, for story
determination.
l. Exterior walls closer than 3 feet to propert
( lines shall be one-hour rated construction and
have no openings. Such walls shall have 30
inch parapets when the building floor area
exceeds 1,000 square feet on any floor. -
(Table 5-A, Section 1709 (a)).
;yL3 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. 5 -
Plastic skylights shall not be installed
( within 8' of an exterior wall located where
openings in such exterior wall are prohibited
or required to be protected. - Section 5207 (a) 7.
Projections, including eaves, shall be one-
hour fire-resistive construction, heavy timber
or of noncombustible material if they project
into the V setback area from the property
line. Section-1710.
11. Show location of permanently wired smoke
F detector, centrally located in corridor or -
• area giving access to sleeping rooms or above
stair if sleeping rooms are on upper level.
Section 1210.
A smoke detector shall be installed in the
- basement of -dwelling units having a stairway -
which opens- from the basement into the
dwelling. Such detector shall be connected to
a sounding device or other detector to provide
an alarm which will be audible in the sleeping
area. Section 1210.
19. 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 16 above.
5/10/89 2
- RO(*1 SIThS • LI(T VTII.AflON AND GLAZING
Habitable rooms, other' than kitchens, shall
' contain at least 70 square feet of floor area.
-;i 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
Y area 'and a minimum of 10 square feet per,
Section 1205 (a). Appears to be deficient in
Openable window area inhabitable 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)).
" 2,Lf At least,- 1/2 of the common wall must be open
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
adjacent room. Section 1205 (a).
2L1. Required windows shall not open into a roofed
porch unless the ceiling height is at least 7
,feet, the longerside is at least 65%.open, and
the porch abuts a,street, yard or court.
Section 1205,(a).
2/. Provide mechanical ventilation capable of
1- .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 (a).
No habitable room, other than a kitchen, shall
be less than 7'O" in any 'dimension. Section
'1207,(c). •
7. Show that ceiling height for habitable rooms is
. a minimum of 7'611. Section 1207 (a).
.!-Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms isa minimum
of 7!01'. Section 1207 (a).
Dimension on the plans the .30" clear width for
water closet compartments and 24" clearance in
'front of water closet. Section 511 (a)
Specify safety glazing for glazing in hazardous
/
,.
locations such as glass doors, glazing adjacent
to such 'doors and glazing adjacent to walking
Section 5406.
- • ',
. .. .
Glazing, in the same wall plan as a door,.
must be safety glazing if within 1211 of the
door and less than 60" above the walking
surface, unless the glazing is leaded or
faceted glass. Section 5406 (d) 6.
/2. Glazing in shower and tub enclosures shallbe
tempered, laminated or approved plastic
(including windows within 5 feet of tub' or
shower floor). Section 5406 (d) 5.
Sleeping rooms shall have a window or exterior
door for emergency exit. Sill height shall
not exceed 46" 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.
/4. 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.
The loft you show does not 'comply as a
mezzanine floor and is, by Uniform Building
Code definition, a story. Section 1716.
FXITS, STAIRWAYS. AND RAILINGS
Floors above the second story shall have not *
f less than 2 exits. 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. Section
- 3303 (a). -
-
Required exit 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(e). -
3/i. Provide 36" high protective railing for
porches, balconies, and open sides of stair
landings. Openings between railing shall be
less than 6". Section 1711.
39. 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.
- OPrAit.. I /fld JMOL) !ou,JC4IaO METAL £AIL.
1O ELUI.J IYETrL ftir. .
-Provide stairway and landing details. Section
0306 (b) & (c).
- a. Maximum rise is 7" and minimum run is 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 616".
C. Minimum width is 36".
i4. All handrails per Section 3306 (j), shall
I satisfy the following:
a. Provide handrail for stairways with .4 or
i". more risers.'.
. b. Handrail shall be 30" to 34" above the
nosing of treads.
- The handgrip portion of handrail shall be
not less than 1 1/4" nor more than 2" in
cross-sectional dimension.
4. -Every stairway landing shall have a dimension,
- measured in the direction of travel, at least
I equal to, the stairway width. Such dimension
need not exceed 36 inches. Section 3306 (g),
3304 (i).
'43. A door may open inward at the top step of a
stairway provided the top step is not more than
. 7 1/2" lower than the floor level. Section
13304 (h).
4. Provide details of winding stairway complying t %-with Section .3306 (d):
a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from
- - - where the treads are narrowest.
, . b. Max imum rise is 8 inches.
-
c. Minimum width is 36 inches.
l5. Provide spiral stairway details, per Section
( 3306(f):
a. 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 ..inches.
Minimum headroom is 6 feet 6 inches
Thetread 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
I exits when the area-served is greater than 400-
sq. ft. Section 3306 (f).
(7. Provide I.C.B0. 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.
43. In buildings over 2 stories in height, provide
3/4 hour fire-rated assemblies for all
openings in the exterior wall below or within
10 feet horizontally of an exterior stairway.
An exit balcony with 2 separated stairways is
exempt. Section 3306 (1).
j9. * Openings in exterior walls below or within 10
feet, measured horizontally, of an exterior
stair shall be protected . by self-closing fire
assemblies having a three-fourths-hour fire
protection rating when the stair serves a
floor level having openings in two or more
floors below it. An exit balcony with two
separated stairways is exempt.
Section 3306 (1).
5. Exterior stairways shall not project into the
3 foot setback from the property lines.
Section 3306 (n).
Sj. The walls and soffits of the enclosed usable
I 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).
ROOFING
A. Specify roof slope.
4. Roof slope -is not adequate for roof type
( specified. Table 32-B; Section 3203 (h).
15. 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.
5--
5/10/89 • .
. . .
. 14
The maximum slope for a fire retardant built-
tip roof, with rock or gravel surfacing, is 3
inches in 12 inches. Section 3203 (e) 2.
iThe minimum slope for a fire retardant built-
- up roof, with cap sheet surfacing, is 1/2 inch
in 12 inches. Section 3203 (e) 3.
J9. Specify minimum 1/4 inch per foot roof slope
-. for drainage or design to support accumulated
water. Section 3207 (a), Section 2305 (f) and
Section 2511 (d) 6.
6 Show roof drains and overflows. Section 3207.
6. Provide skylight details to show compliance
with'Sections 3401 and 5207 or provide I.C.B.0.
approval number.: -
fj2. Plastic skylights must be separated from each
other by at least 4 'feet. Section 5207 (a)' 6.
.43. 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
61:.'PrVide fireplace construction details or note
construction to be per attached fireplace
'T standard drawing. chapter 37.
6f. ,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. '
61. Show height and construction details of all
masonry walls. Chapter 24.
,67. Note that cleanout openings shall be provided
at the bottom of all cells to be grout filled
. ,in accordance with Table 24-G. Cleanouts shall
be sealed before grouting, after inspection.
64. 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 notperthitted.
Section 2310 & 2312 (j)3A.
4. Provide details for damp proofing the
L foundation walls, below finish grade, where
usable space exists on the interior side of the
walls. Section 1707 (d). '
Show a minimum 2" air space and flashing.
between planter and building walls.
Section 2516 (c) 7.
GARAGE AND CARPOIrS
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)
(3. Show 1 3/8" solid core self-closing door for
openings between garage and dwelling. Section,
503 (d).
'7t. Garages are not permitted to open into a room
used for sleeping purposes. Section 1106.
7. An occupancy separation is not required
I between carport and residence, provided the
carport is open on two or more sides and has
no enclosed uses above.
Section 503 (a) Exception 3.
7. Show garage framing'sections, size of header
I over garage opening, lateral cross bracing at
'plate line, method bracing garage front and
holddowns if required. Chapter 23.
NOTE: Maximum shear panel ratio is 3 1/2 to 1
for height-to-width. Table 25-I.
7J7. Doors may open into the garage only if the
I floor or landing in the garage is not more
than one 'inch lower than the door threshold.
Section 3304(h).
18. Provide -an 18" raised platform for any FAll,
water heater, or other device in the garage
which may generate a flame or spark. UMC
Section 508, UPC Section 1310 (a).
FOUNDATION RJIRE2TS
79. Per soils report, note on the plan the soils
classification, whether, or not the soil is
expansive and note the allowable bearing
value. Section 2905 (c).
The foundation plan does not comply with the
/ soils report recommendations for this project.
- Please review the report and modify design,
notes and details as required to show
- compliance:___________________________________
- •k .' '
471 Pivide notes on the foundation plan listing
the soils report recommendation for
,.,.,foundations., slab and building pad preparation.
Provide a letter from the soils engineer
Y-
confirming that the foundation plan, grading
plan and specifications have been reviewed and
that it has been determined that the
recommendations in the soils report are
properly incorporated into the construction
documents (when required by the soil report).
8?. The soils report recommendations excavations be
reviewed by soils engineer. Note on the
foundation plan that "Prior to the contractor
requesting, a Building Department foundation
inspection, the soils engineer shall advise the
building official in writing that:
1 The building pad was prepared in
accoruance wiin Lne suits repor1., -
2. The utility trenches have been properly
backfilled and compacted, and
.3. ' The foundation excavations, formings and
reinforcements comply with the soils
report and approved plan."
Show heightof all, foundation walls. Chapter
23.
8Show 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.
Chapter 29.
Note on plans that wood shall be 6" minimum
I above finish grade. Section 2907 (a).
8j. Note on plans that surface water will drain
/ away from building and show. drainage pattern
and key elevations. Section 2905 (f).
8. For buildings adjacent to slopes steeper than
1 3:1, the top of any exterior foundation shall
extend above the elevation of the street gutter
at point, of discharge or the inlet of an
approved drainage device a minimum of 12 inches
-
plus 2 percent. .
10. •-Dimension foundation.per V.B.C. Table 29A:
Floors . Footing
Supported* Stemwall Width Depth Thickness
1 - 6" P12" 12" 611
2 8" 15" 18" 7"
- 3 . 10" 18" 24" 8"
Fâundations may support a roof in addition to the
floors. Where only a roof is supported, use
foundation for one floor.
9 Show foundation sills to be pressure treated,
or equal. Section 2516(c) 3.
Show foundation bolt size and spacing.
Section 2907 (f).
gj. Specify size, I.C.B.0. number and manufacturer / of power driven pins. Show edge and end
distances and spacing.
Section 302 (c).
If required, show size, imbedment and location
of hold down anchors on foundation plan.
Section 2312 (f), 302 (c).
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.
6. Show adequate footings under all bearing walls
and shear walls. Section 2907 (b).
91!!. Show on the plans stepped footings for slopes
I steeper than l;lo. Section 2907 (c).
8. Show minimum 18" clearance from grade to
/ bottom of floor joists and minimum 12"
clearance to bottom of girders.
Section 2516 (c) 2.
9t
Show pier size, spacing and depth into
undisturbed soil. Table 29-A.
l90. Show minimum underfloor access' of 18" x -2411.
I Section 2516 (c).
10L Show minimum underfloor ventilation equal to 1
I 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.
1c2. Specify that posts embedded in concrete shall
be pressure treated per UBC Std. No. 25-12.
Section 2516 (c) 1.
FRG
1Ø'3. Show wall bracing. Every exterior wood.stüd
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.
!o4. 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. -
5/10/89 - ' ' :- 6
- .
19.Note'cross bridging or blocking. Floor joists 1)2. Show stud size and spacing Maximum allowable R and rafters 12" or more in depth shall be stud heights: Bearing wall: 2 x4 and 2 x 6 supported laterally by bridging at intervals max. 10'; Non-bearing: 2 x 4 max. 141 , 2 x 6
not exceeding 8 feet, unless both edges are max. 20'. 'Table 25-R-3.
held inline. Sec. 2506 (h), 2517 (d) 6.
-
/ l),A. Studs supporting two floors, a roof and
]6 Show blocking at ends and at supports of floor ceiling must be 3 x 4 or 2 x6 at 16" o.c. 'I joists, rafters and trusses at,exterior walls. Table 25-R-3.
Section 2517 (d) 3, 2517 (h) 6
/ 1/ i 6. Note A.I.T.C. Certificate for on of Compliance Show double joists. Floor joists shall be glued laminated wood members shall be given to
doubled under bearing partitions running the building inspector prior to installation.
- parallel with the joists. Section 2517 (d) 5. Section 306 (f).
l(/8., Bearing partitions, perpendicular to joists, l. Detail all post-to-beam and post-to-footiig
shall not be offset from. supporting girders, -connections and reference the detail to the
beams, walls or partitions, more than the depth- plan. Section 2516 (m).
of the joist. Section 2517 (d) 5.
Show rafter ties. Rafter ties shall be spaced
118. Detail shear transfer connections, including
roof and floor diaphra, to shear walls., 1 not more than 4 on center and be just -feet Section 2513.
above the ceiling joists, where rafters and ,
'ceiling joists are not parallel. Section 2517 l. Specify nail size and spacing for all shear
'-\ (h) 4. 0 / walls, floor and roof diaphragms. Indicate
I ' required blocking. Maintain maxinium diaphragm
110. Show rafter purlin braces to be not less than dimension ratios. [Tables 25 I, 3, K and
45 degrees to the horizontal. ' Section 4713 (d)).
,Section 2517 (h) 5.
/ llj. Show double top with 48" lap plate minimum l2b. I Show 3" x 4" or 2" x 6" studs in first story -
of three story building. Table 25-R-3.
-splice. Section 2517 (g) 2.
1l. ,Provide truss details and truss calculations 12. Show nailing will be in compliance with Table for this project. Specify truss
25-Q. •' . . identification numbers on the plans.
1J3. Show or 'note fire stops at the following 121. Show 1/2" minimum clearance between top plate I. locations per Section 2516 (f): of interior partitions and bottom chord of
trusses. (To ensure loading will be as
a. In concealed spaces of stud walls and designed).
partitions, including furred spaces, at
the ceiling and floor levels and at 10 12/3. Provide roof framing plan and floor framing foot intervals along the length of the I plan. Section 302 (c).
wall;
. 116. Provide, framing sections through
at all interconnections between concealed I .-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 Section 302 (c).
stairs are unfinished; and -".-
4. Specify all-header sizes for opening over 4'
d. in openings around vents, pipes, ducts, wide. Section 2517 (g) 5..
chimneys, fireplaces and similar openings
which afford a passage for-fire at ceiling 16. Provide calculations for main vertical and and' floor levels, with noncombustible ( horizontal framing members and post.footings.
- material's. ' : Section 302 (b).
0,
0 •
0
5/10/89 - 0 7
0 , - ,
-. 0
4 -
Provide calculations for lateral loads, shear I panels, shear transfer and related. Section
302 (b).
Show on the plans all structural requirements
t.developed in the structural calculations.
. Section 302 (c). (See comments below or at
end.)
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.
l3). 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.
ui. Show location of attic access with minimum size
22" x 30". 'Section 3205.
1/2. Show draft separation for attic areas between
units in a duplex. Section 2516 (f)..
1~3. Spcify plywood thickness, grade and panel
-identification index. Table 25-N.
ie. When roof pitáh is less than 3:12, design ridge I . as a beam. Section 2517 (h).
• 15. If foundation cripple -wall studs are less than
14" high, framing shall be solid blocking.
Section 2517-(g) 4.
1I6. 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.
ui. 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 (1), .2516(g)3.
13. Detail truss layout for 30" x 30" attic access,
if required for equipment in the attic.
139. Ridges,, hips; and valleys shall .beat least' oiie
size larger than supported rafters. Section
2517 (h) 3.
ui/o. In open beam construction, provide strap ties.
/ .across the beams at the ridge.support. Section
-. 2501 (b).
- - -
MECHANICAL (UNIFo4 M&AN1CAL XDE)
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical -
Code.
14j). Show the size, location and type of all
I heating and cooling appliances or systems.
14. Show source of combustion air to furnace, per
I Chapter 6, UMC.
143. 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. 1JBC, Sec. 1211.
£ ftLo MOti. 4P1 i 015D ID ui P-Wus 1144. Show minimum 30" deep unobstructed working
space in front of furnace. Section 505,
145. Note on plans, . "clearances to be per
I manufacturer's listing." Section 504, UMC.
16. Furnace shall not be installed in any bedroom,
I 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.
1147. Show I.C.B0. approval number for prefab
fireplace.
18. Show access to the attic or underfloor furnace
to be minimum 30 inches by 30 inches.
Section 708 & 709 UMC.
1149. Note that passageway to the attic furnace
I shall be unobstructed and have continuous
solid flooring not less than 24 inches wide.
Section 708 UMC.
10. Show permanent electrical outlet and lighting
fixture controlled by a switch for the attic
-furnace. Section 708 UMC. -
i11. Show details to comply with Section 709 for
furnace under the floor, or Section 710 for
roof or outside furnace.
Note on plan: Gas vents and non-combustible
1 piping, in walls, passing through three floors
or less shall be effectively draft stopped at
each floor or ceiling.
UBC, Section 1706 (a) 6.
13. Provide dryer vent to outside. UMC, Section
I 1903.
"5/10/89. . - • 8
- 0
ELECtRICAL (NAlIoNAL ELFXDUCAL (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.
Show location of all electrical receptacles.
l. Electrical receptacle locations and/or spacing
1 is not adequate in___________________________
l7. Show at least one ccnvenience'outlet other than
I outlets for laundry, etc., outdoors, in garages
and basements. NEC, Art. 210-52.
1/8. Note 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.
Note electrical, system ground to be provided
.1 per NEC, Art. 250-81.
• PLUMBING (tJNIFOI4 PLUMBING CODE)
• 110. Show water heater size, type and location on
plans. UPC, Section. 1301.
1 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.
.1 .
- ],2. Fuel combustion water heater shall not be I ., installed in bath or bedroom or in a closet
opening into bath or bedroom. .,UPC, Section
1309 ........ . ,
16. Provide adequate 'barrier to protect water
I heater from vehicle damage. UPC, -Section 1310.
Show.T and P valve on water heater and show
. / route of discharge line to exterior
.UPC, Section 1007 (e).
Note on the planthat hose bibbs and lawn
I - sprinkler system shall have approved backf low
prevention devices. -UPC, 'Section 1003(h) &
l. Show shower stall can accommodate a 30" circle-
and has a minimum floor area of 1,0214 sq. in.
UPC 909 (d).
NOISE INSULATION (DUPLEXES)
]7. 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 25.
48. Show how penetrations of assemblies for
piping, electrical devices, recessed cabinets,
bathtubs, soffits, or heating ventilating, or ,
exhaust ducts shall be sealed,, lined, or
insulated to maintain required sound
transmission rating.' Title 25.
16gb. Provide insulation in walls and ceiling to
( achieve STC of 50 between garage and living
area if garage use is not controlled by
resident. Title 25.
lID. Permit applications received after June 30,
1988, are regulated by the new Residential
Energy, Standards. Provide plans, calculations
and worksheets to show compliance.
S
The new 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.
OJgR
17/2.' Section 1403(a)l, Title'214, states that Form
CF-1R shall be' signed by the person
responsible for its preparation. The signer
shall be a civil engineer, mechanical
engineer, electrical engineer, architect,
general building contractor, mechanical
contractor, or electrical contractor' licensed
or registered to practice by the State of
California or other individual eligible under
Division 3 of the Business and Professions
Code to sign such documents. Document signers
are subject to the limitations in Division 3
of the Business and Professions Code. Please
provide the signature.
1713.. All energy items shown on the plans must be in
agreement with the information shown on the
properly completed Form CF-1R.
1.
Specify on the building plans all of the i4. Incorporate the waterproofing details, on the
I .mandatory energy conservation requirements as / attached Policy 80-8, where interior living
listed on the enclosure titled, "Mandatory space occurs below grade at the masonry
'Energy Conservation Requirements". - wall(s).
ds.. how the make, model and efficiency of the 186. Show on the Title Sheet on the, plans, the
I space heating (or cooling) system and provide information required by the attached
heat loss calculations if the output exceeds Developmental Services Sheet 112383.
45,000 BTU/Hr. i l7. All new residential buildings, including
176. For room 'additions, show that the glazing area I additions, require a soils report. Please
f, of the addition does not exceed 16% of the submit two copies.
r newly-conditioned floor area, plus glazing
removed or 'relocated due to the addition. l8. Heavy timber framing, minimum 6" x 10" beams
'I - ' . .. . I and minimum 8" x 8" post, for the structural
117. Provide fluorescent general lighting in beam and'column supporting the fire separation
. kitchen(s) per CAC, Title 24, 25352(J). between the garage and living area above, is
acceptable if shown on the plans. (city
8. Please see additional corrections, or remarks,'
- .J- on the following page. .
. 'policy).
UBC Adopting Ordinance 8792 requires Fire
aRetardant ,CARLSBAD S.F.D. & DUPL SUPPLEMENT roof on all structures (Sec.
18.04.230). Show compliance with UBC Section
1?'9. Energy conservation design should-be for Zone 3203(e).
7 . See attached energy packages. . l0. City Ordinance 9792 requires two parking
l). Floor drains must have auto-prime (city spaces/unit with clear area of 20'x20' i.e. no .1, policy). ' . . washing machines, etc. Show compliance.
: iii. Note exhaust fans cannot be ductless type (city ll. Please see additional corrections, or remarks, -
policy). -. ' on the' following page.
l2. New residential units must be pre-plumbed-for The City of Carlsbad has contracted w'ith'Esgil
'-'. future solar water heating. Note "two roof Corporation located at 9320 Chesapeake Drive, Suite
jacks must be installed" where the water heater 208, San Diego, California 92123; telephone number
is in the one 'story garage and directly below of 619/560-1468, to perform the plan check for your
.., ' the most south facing roof (City Ordinance No. project. If you have any questions regarding these
8093). . ' plan check items, please contact
18g. Note"two 3/4" copper pipes must be installed i/LETFPi.)
I .to the most convenient future solar panel
location, when the water heater is not in a one at Esgil Corporation. If you have any questions
story garage and is not directly below the most regarding City Building permit procedures, please
''- south facing roof. (City Ordinance No. 8093). contact Carter Darnell at the City of Carlsbad,
.'. ' 1200 Elm Avenue, telephone 619/438-1161.
- l4. • All piping for present or future solar water
heating must be insulated when in areas that Thank you.
are not'heated or cooled by mechanical means
(city policy). - Enclosures:
, ,,,.•.,_, -• '.
- "- ' .
5/11/89 '..
.'
' . ' - ' 10 -
; ;;,.
CITY OF CARLSBAD
Prepared byt o Bldg. Dept.
VALUATION AND PLAN CHECK EE 0 Esgil
:-PLAN CHECK NO. 9/O3
BUILDING ADDRESS JYD /#/,','I-# Thic V5
APPLICANT/CONTACT R.m.joij PHONE NO. 79-9gg
BUILDING OCCUPANCY DESIGNER PHONE_____________
TYPE OF CONSTRUCTION CONTRACTOR PHONE___________
BUILDINGPORTION BUILDING AREA
-
VALUATION
MULTIPLIER
VALUE
M,903.
Air .ConditioninE
Commercial
Residential
Res. or Comm.
Fire Sprinklers
.
-.
Total Value
• ___________ ________ cQ713
Building Permit Fee $
Plan Check Fee
COMMENTS
Plans received by Esgil after July 31, 1987 shall have permit and
check fees calculated per 1985 UBC.
SHEET OF / 12/87
- 1 -
BUILDING PLANCHECK
ENGINEERING CHECKLIST
DATE I275? ITEM COMPLETE
1 PLANCHECK NO ?/803 0 ITEM INCOMPLETE -
1 2 NEEDS YOUR ACTION
,S N R .• X ITEM SELECTED
T D.-
C C C PROJECT ID:Ji6s floo;rn
H; H H
.EI E E- LEGAL REQUIREMENTS
C. C C
K . K K Site Plan
E E 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 7 El 1 jshfl 2: Show on site plan: elevatIonsT ad elevai
1tionsof finish o uildin existing
• and proposed slope driveway
with percent (%) grade and rainage patTF'
Lkl E 3 Provide legal description and Assessors Parcel Number.
Discretionary Approval Compliance
X' 4 No Discretionary approvals were required
• . ____ 5. Project complies with all Engineering Conditions of Approval
• -
. for Project No.
-
- 6. Project does not comply with the following Engineering
Conditions of Approval for Project No.__________________
Conditions complied with by: Date:
Field Review
Field No review completed issues raised
8.: 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
- . V •
with site plan.
V - Site is served by overhead power lines.
- Grading is required to access site, create pad or provide
:
V V
V
V
for ultimate street improvement.
.
-. FRM001O.DH '
V
-
- • V
V
08/29/89
V V
•• •
+
E Site access visibility problems exist Provide onsite
.. turnaround or engineered solution to problem.
F Other
l
-
Dedication Requirements
No dedication required
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:_
- Improvement Requirements
11 No public improvements required SPECIAL NOTE Damaged or :- defective improvements found adjacent to building site must
be repaired to the satisfaction of the City inspector prior
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
-1•-• -• • . • - •-. • •. •- - -
•
.'•. •.• - --, -
•-
FRMOO1O DH - 08/29/89
• •' - .4- - -
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
.4 S.
I
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)
IV" 14 No grading required as determined by the information provided
on the site plan
15 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
Inspector prior to issuance of Building Permits
Grading Inspector sign off. Date: By
Miscellaneous Permits
16 Right-of-Way Permit not required
17 Right-of-Way Permit required A separate Right-of-Way Permit
issued by the Engineering Department is required for the
following
.4 . . • .
18 Sewer Permit is not required
19 Sewer Permit is required A Sewer Permit is required
concurrent with Building Permit issuance The fee required
.4 is noted below in the fees section
20 Industrial Waste Permit is not required
FRM001O DH 08/29/89
I'
4-
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 Reauired
N/c 22 Park-in-Lieu Fee
Quadrant: Fee per Unit: - Total Fee:1to.Q_
N/A 23. Traffic Impact Fee
* •. Fee Per Unit: Total Fee:
10 _______
B 4L24,. Bridge and Thoroughfare Fee
.'•• Fee per Unit: Total Fee:'______
N/Fi 25 Public Facilities Fee required
26; •' Facilities Management Fee Zone: Fee:_______
:/_27. Sewer Fees Permit No. EDU's 114
- Fee: -7W-Z
28.-Sewer Latera), required:_
Fee: '2tej-eQ
., ..
REMARKS:'____________________________________________________
" •
- -- T.
- 4 -
ENGINEERING AUTHORIZATION TO ISSUE PERMIT
Date:12 C9 ______________
44 • • . ' '
•• ," '
.,-
FRM001O OH 08/29/89
PLANNING CHECKLIST
Plan Check No. g_- 18o3 Addres's /9q0 /-f16/f0g Av-
APN: 2O7- 38 5O 6 .
Planner IJA,J 4IAJCJ-. Phone 438-1161
• (Name)
Type of Project and Use Rop&A 4in,,7j
; Zone I -C- Facilities Management Zone I
Legend -
Item Coiplete
Item Incomplete - Needs your action
- 1, 2,3'Number in circle indicates plancheck number -that deficiency
was identified .
.
0. Environmental Review Required YES NO TYPE
• DATE OF COMPLETION -
Compliance with conditions of approval If not, state conditions which
require actibn -
Conditions of Approval -
-Discetionary Action Require: YES NO P( TYPE
APPROVAL/RESO. NO. DATE: -
PROJECT-NO.'.
OTHER RELATED CASES:.
• Compliance with cóiidi.tions of approval? If not, state conditions which
-: require action.
Conditions of Approval -. - •\._•
Coastal YES NO DATE OF APPROVAL
-- Compliance with conditions of apprva1? If not, state conditions which
require action.
\ Conditions of Approval IUi&v7'#.17
A Li. .
'.
-V •• •
0 Landscape Plan Required YES N0
See attached submittal requirements for landscape plans
Site. Plan: - ;•
1. 'Provide a fully dimensioned siteplan Aran to scale:. Show: North arrow, property lines, easements, existing and proposed
structures, 'streets, exiting street'i'mproements, right-sf-way
width and dimensioned setbacks. -
j3#1J 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.
a315 0 4 Provide assessor's parcel number.
Zoning: - -• '
1 Setbacks
Front: Required 2-7' Shown ?' ' •
Int' Side: Required Shown o'
- Street Side: Required --Shown.' —
'Rear: -# , Required (.o Shown /go'
-Mt C3 2 Lot coverage Required 'ô9 Shown
3. Height: Required'3 Shown 23
4'. Parking: Spaces Required 2 Shown
Guest Spaces Required — Shown
Additional comments and remarks-have been lade q-the building plans.' These
marked-up Plans may be picked up-.at the Bull g Department. These marked-
up-plans must be iesubmitted with 'the re ed plans for this project.
Have plans been marked"u? ES'______ NO
AAditional Comments Pp'c.o,ad. /2. O,4s7 bw
(7Ac?7J-1 PI-442r # Z7-979O)
--
' OK TO ISSUE
PROJECT:
Li
State of California, George Deukmejian, Governor.
California. Coastal Commission!
1333. Camino Del Rio S., Suite 125
Sari Diego, Ca 92108 '.
rftN'-tLL1 .SID.NC
This 'is to certify that this location and/or proposed pràject has been reviewed by the
staff on. the-,San Diego Coast, District' Commission. A coastal development permit is not
.-necessary because of the item(s) checked below.. Appropriate local permits may now be
• obtained. - . ., ••t -. ..
..'
The site is not located' within 'the coastal.permitarea as adopted in the California "
' Coastal Actof, 1976 and effectire-January 1,1977, and modified effectiveJanuary 1, 1980.
The proposed development is included' in Catagorical Exclusion No,
adopted by the California Coastal Commission.
The proposed development is judged to 'be repair or maintenance activity not
. '.
' ' resulting in an addition to or enlargement or expansion of the object of such activities -(Section 30610(d) of.Coastal Act).
'
The proposed development is an improvement to an. js'ing 6in1e family -
' residence (Section 30610(c) of the Coastal Act) and'not-1àcátedi i'th. area
between the sea and first coastal road or 300'feet (whichever, is greater)
(Section 13250(b) (4) of Administrative Regulations).
The proposed development is an improvement to an existing single family
residence, and is located in the area between the sea and the first coastal road or 300 feet (whichever is greater) but is not a) an increase of 10% or
I
•
more of internal floor area, b) the construction of an additional.story, or
C) a significant non-attached.structure (Sections 30610(a) of Coastal Act
and Section 13250(b) (4) of Administrative Regulations). -
The proposed development is an interior modification to an existing use -with
no change in the density or intensity of use'(Sedtin 303:06of Coastal ACt)
The proposed development is an improvement to a structure other Athan single
family residence or public works facility and isnot inc]ded in exc1u4ed
catagories of development (Secti6n 13253 of Administrative Regulations)
The proposed development is the rebuilding of a structure, other thana
public works facility, destroyed by natural disstr. (The replacement
conforms to all of the requireinentá of oastal Act se'ctidn 30610 (g)
_____The proposed development is exept üider'Seàtion - - - f the
Commission's "Interpretive Guideline on Exclusions from Permit Requirements.")
Other:
'
'I -.1
- .-.
This certification is based on information provided by the; recipient of this letter.
- If, at a laterdate,'thisinformation.-isfound:to-be incorrect, this letter will
become invalid, and any developmentoccuring must cease until a- coastal development
permit is obtained , - -
Very truly yours, - -
• VtL
j;
a4
Charles Damm -,r3': - • ••- •---• -•
District Director .;• - r ;-
By
-• . ; ,- -. • -J
'-"' - T-'--'• . •..' -'
- - • , -' •t
- '..•• . :•. -
• A- / • -..•. ,. .••'I-
'•
- •,t•'
; ;._ -
_4s I
C
fr.r.• - -
o
(/P, 0
12/4 TONY This report is 5 years old. Soils engineer
will not update because it is too far for him to travel.
Can we use report for 387 sf addition? /
Carter /
'(-'''I
-. .1 - -
—- -
•
- - --.---, — -- -.-- •--•--- .----•• -
-r - - --
s
I ... L1;-. / ., - -.. 1,'',-v:-- '24 ,., . .. -.
:4 1-
4
--T 4:-2. - .; - --- :4 2 ¼--.• :- -. .2,
I 4 .
tA
'MI z 1.1
1FINAL COMPACTION AND GRADING
I REPORT FOR LOTS1-5, 56-651
117-139, FOR RESIDENTIAL .1,•-
I DEVELOPMENT PORTION OF
I TRACT 86-5, "TELESCOPE POINT"
PROJECT IN CARLSBAD, CALIFORNIA
See Afiackrnen4 1
AAcnON
G EDTECH N ICAL
i. .,,
...
... ..- •
S .
-
-
•. ..,
__AI DN
- GEOTECHNICAL .•.
EM IM 1AM7 AN TSNC T
W.0. 407004
Wéstana Builders/Developers
:1 4241 Jutland Drive, #25
San Diego, California 92117
Subject Final Compaction and Grading
Report for Lots 1-5, 56-65,
117-139, for Residential
-
- Development, Portion of
- Tract 86-5; "Telescope Point"
, .
'•. Project in Carlsbad, California
Gentlemen
Forwarded herewith is the Compaction'Report on the above referenced
ç project The results of the compaction tests are shown on Table I
Locations of the tests are shown on the accompanying plot plan
} - -
Laboratory Standard: (ASTM:D-1557-70)
-- .4 inch dia. mold; 1/30 cu.ft.vol.;
5 layers - 25 blows per layer
-
- 10 lb. hammer dropped 18 inches
Soil Optimum Max Dry Density
• Type •' Classification MOisture % . Lbs./Cu. Ft.
I , T SAND, silty, BROWN 10.5 124.5
II SAND, RED/BROWN 10 ,.5 125.0'
,• •III SAND, clayey, silty 11.0 125.0
- - . SAND, silty, clayey, 12.0 119.5
--:.---''. TAN
. CLAY,' silty, BROWN! 16.0 113.0
• BLACK
- VI SAND, clayey, WHITE! 11.5 . - 124.0
,YAN
,XII • SAND, BLACK 16.5 108.0
xv CLAYSTONE, LIGHT BROWN 14.0 117.0
The grading operation was conducted from February 21, 1984 through
April 9, 1984 Supervision was provided during this period
L-.. .l • -- • f .
-•.- . - - .
- -
- . - . .; .- . -•. -- .; •--- .-. At
.- .• I* HukSt. - I - -...
- - - . -tn C c.-ik tc.-'Anahim. CA 92806 (7141644-2@9e'. . -
'Westana Biiiid&rs/Dëvelopers' W.O. 407004
' Pag2,
I Prior -to the placement of fill soils,--all vegetation anddebris was
I :ernoved from the site. The existing loose surficial soils were
excavated to competent material. The exposed surface was scarified,
:1
moisture conditioned and recompacted to ninety (90%) percent of the
Laboratory Standard
-*
- The fill soils were placed in six (6") inch lifts, moisture conditioned
and compacted in a like manner.
A key was constructed at the toe of the fill slopes to provide support
for. the ,fill. The existing slopes were properly benched during
construction
The native soil classifies as SANDSTONE, and is suitable for the support
of"the fill and the proposed structures
¼ -Compaction was obtained by 633 Scrapers, 824 Rubber Tire Dozer. A
water truck was used for moisture control.
The relative compaction percent was determined by the Sand Cone Method
-(ASTN:D-1556-70). These tests were taken a minimum of every 500 cubic
yards placed and every two (21) feet in depth of fill placed
Expansion indexes were determined in accordance with Section 29 of the
19781 edition. Results are as follows:
Lot Expansion Expansion I No 's Index Potential
1-5 23 Low
{ --'
Ik
56-65 ' 20 Low
117-119 25 Low
120-121 20 Low
00 Westana,Builders/Developers W1.0. 407004 Page 34
- The proposed structures shall be supported by isolated and Conti
n
u
o
u
s
spread footings placed a minimum depth of twelve (12") inches be
l
o
w
-lowest-ad acent finish grade utilizing a recommended safe bea
r
i
n
g
•value of 2600 pounds per. square foot and 2100 pounds per sq
u
a
r
e
f
o
o
t
,
're spectively. This value is for dead plus live load and may be
increased by one-third (1/3) for total including seismjc an
d
w
i
n
d
loads where.allowed bycode. Increases in bearing capacit
y
f
o
r
:increasesin footing dimensions are tabulated below:
.
'.. Minimum , Minimum Bearing Increase . Type i Depth Width Value Depth Width Maximum (inches) (inches) (psf) (psf/ft)(psf/ft)
Continuous 12: 12 2100 314 109 4100
Isolated 12 • 12 . 2600 314 105 4200
'.Footingswhich span from native material to compacted fi
l
l
s
h
a
l
l
b
e
reinforcedwith a minimum of one (1) 15 bar top and bottom
t
o
c
o
n
t
r
o
l
potential differential movement. Reinforcing bars shall exten
d
a
minimum of ten (10') feet on either side of transition line
.
Footings placedoh'or adjacent to slope's shall have a minimum horizontal
distance of five (5'). feet from the edge of the footings t
o
t
h
e
f
a
c
e
.
.-of he slope., .
Footings should not be poured until authorization to do so
h
a
s
b
e
e
n
obtained from the Building Inspector. Excavations may be ma
d
e
a
n
d
:forms set before approval of the report at the owner's risk.
I hereby certify that the subject grading was supervised by
m
e
a
n
d
t
h
e
work was done in full compliance with the Grading Ordinance
o
f
t
h
e
C
i
t
y
.of.Carlsbad and in accordance -with best accepted practices and the
.,applicable chapter of the U.B.C.
. .
• . ' REGULATORY'COMPLIANCE •
2 I -: • • •--- •-c-•••..................•-- All "'cuts, fills or processing of original ground under the purview
o
f
.. , this report have been completed under the inspection of and wit
h
selective testing by ACTION GEOTECHNICAL CONSULTANTS, and f
o
u
n
d
t
o
:
• .-.. - . •- -•--- ..•.. •. . ...••••. . -- .............................................;: •-( • . • ' : ••. -. ' • •.. • -•.• .. . •
••
Westana Builders/Developers W 0 407004 Page 4
.
3 be in compliance with the Grading Code of the City of Carlsbad The
- completed work has been reviewed and is 41, considered adequate for the
Y development now planned Our findings were made and recommendations
. prepared in accordance with generally accepted professional engineering
practices, and no further warranty is implied nor made
4 #:
- This report is subject to review by the controlling authorities for
this project. .
.
-
•• -
. • v•-: • .•.- S .
.• WeThppfeciate;this opportunity to be of service to you.
.
• •
•
Respeätfully submitted:
4 ' ACTION GEOTECHNICAL CONSULTANTS
.•
BRUCE A. PACKARD -RCE 13801. ODD HO SEAL ; --'-VICE PRESIDENT -'ENGINEERING STAFF GEOLOGIST
•,
- -f . ••• • -
TH:ss
S -
I :- -•.
•
. • .5. .
- •
S
S.
5- '-•
. -. •, .
. S
:.
.5. ,.• • .5 . S •
* ..
'-5
•
S .
S
5-
-
.,• . S
'-
t 1 - -, .5
- -
-
'
F - e. ...
.4 • ...
-
-
-
/ N
...- . .
I - - -
.'.- ..- ._\ .
. -, .- . - .
C. . . -
- • . .
H
- - vs
Ar
. .-. -4 .• - I
- -
-
-,
e4
tn o
. . HH
14, 0 •
Jrp Sz pc, rib X4'
/22 ., iz,
IV/ g - 1.27 xq8
IZ
LOCATION O F COMPACTION TESTS
Ii X = COMPACTION TEST
-• . •
. . PREPARED FOR
VORK ORDER
X -
GEOTECHNICAL.
isJ S Vmv
- -
...
4 . *
.•• -
I * I
4 _p
TEST NO.
•
:,LOCATION
DEPTH OFT
BELOW FINISK-
GRADE (Fr.) ..
MOISTURE .
.
(PERCENT:
DRY UNIT WEIGHT'
(LBS./CU. FT.)
SOIL
TYPE
RELATIVE
COMPACTION
DATE OF
TEST
0.
236
//23 IF 90 -•
___ '. -- 276 /20 ,go __
- H____
270 ó.O ,0 __ . . 2_-LZ.91
J__ z'i,/--c' Z37 8.0 .
7 c3
__ __ __171 ____
0 .
9 .2.'1 2// 70 1/38
10
i/O
/0.0
l.a _______________
2jP •
_____________
dzcc /a3 • - .
". '71 ____
_ zr
TAB1EI '4 ...-
-. 1._.
• •44.t
TEST NO; LOCATION
DEPTH OF TESTS
BELOW FINISH
GRADE (FT)
MOISTURE
(PERCENT)
DRY UNIT WEIGHT
(LBS./CU. FT.)
SOIL
- TYPE
RELATIVE.
COMPACTION
DATE OF,
TEST
77'
/7 2Y/ /1219 -97
Al- ______ __ __ /12 /114'
2V8 J4 //?O
2/ 4 3 70 /121 ____
0
/J&4 a ___ 9/ 22B i' ST I/f
/00 '/3.0 90.
it 63~ 7/ 1/10 JZ 9/ gel
27 ________ 2558 /2.0 /034 ZT -_______
27/0 /65
2? // 277 /27
ACTION
YLLL/ ENGINEERING
-GijTEC41CA2.. CDL3AI.ZTS
TABLE I
W. 0. 4'O 7009
0 I
4
TEST NO.
-.
. LOCATION
*DEPTH OFTESTS
BELOW FINISH
GRADE (fl)
-
MOISTURE
(PERCENT) DRY UNIT WEIGHT
(LBS./CU. FT.)
SOIL
TYPE
RELATIVE
COMPACTION
DATE OF
TEST
:.31 . 47/18
___ /17 g/. 0 •
/1? 280.0 12.5
. /
.
20 //79. .
- 3 20
-/20 . 9F. 230 -170 .//.!o I'--
_<7,4 &c/t'4
j/ .o-
_37
1170 3'
___
" . .
107c' - -
225 /90
1/5/ -
//4
. 9Z
JAll
'/2 -c8
-
- 27/ - //7O
- zc /2_ jico
I
I
- 4
•
4
,
•
. *2
- 1 - - - . - -.- . - -. -
... . •- . -.•. - . -, - .
I.; - .- - - -
I .
• TABLE ACTIDN.
-- - - q07009 ENGINEERING
• - -.fi
4
DEPTH OF TESTS
TEST NO. BELOW FINISH- . MOISTURE DRY UNIT WEIGHT SOIL RELATIVE DATE OF
- LOCATION -
- GRADE ) (PERCENT) (LBS./CU. FT.) TYPE COMPACTION TEST
.zr
20/ 1/7 02r
/29 1 zoos,
/10 //.o.
io . " 124 Th. /90 -- //0 _y so
If! 12c ZiLo • //f6'
/24' z'o 90
_3_J /000 // /7-
- " 3 29 299/ /0-L
z go 279 - IT 5706
.280.8
S07 - 'I /?3 2825 '/5 7/35
an,
.
V
7- 70
-
ZZ 7T
-60 /22. 22$0 I/O 1 //U/.O 12T ________ -
. 'ACTION
LZLJ_-- ENGINEERING
- -cEDTECI-ICAI. CDr,ISULTANTS
' /i ' -.*,---•
•
TEST NO. . LOCATION
DEPTH OF TESTS
BELOW FINISH
GRADE (fl)
MOISTURE
(PERCENT) DRY UNIT WEIGHT
(LBS./CU. FT.) -
- SOIL
TYPE
RELATIVES
COMPACTION
DATE OF
TEST
2275
91/
" 2VV/ /if - .//./ Z
jj j.o.ff o .".
gg e' 96, ,'ac 8 7 70
9/
67 2W5 7.0 90
I' /3? 2FJ. 0 /4? 0 /03.o zz
AACTIDN
LLLJ. ENGINEERING
GEDTECHCAi. COLTAPJTS
----