HomeMy WebLinkAbout2693 VANCOUVER ST; ; CB940608; Permit.00 14 117.00
237.00
Ext fee Dat'a
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180.00
117.00
2.00
299.60
20.00 Y *
20.00
10.00 Y
10.00 Y
20.00
15.00 Y
15.00
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07/07/94 14:47
Page lof 1
Job Address: 2693 VANCOUVER ST Suite:
Permit Type: RESIDENTAL ADD/ALT
Permit No: CB940608
Project No: A9400852
Development No:
.1
B U I L D I NG PE R M I •T -
Parcel No: 167-441-32-00 Lot#: 7685 07/07/94 0001 01 02
Valuation: 16,821 C-FRMT 237.00 Construction Type: VN If
Occupancy Group: R3 Ref erence#: Status: ISSUED
Description: 189 SF TWO STORY ADDITION Applied: 05/20/94
Apr/Issue: 07/07/94
Entered By: MDP
Appl/Ownr : SANTY, PAUL 619 434-2503
2693 VANCOUVER STREET
CARLSBAD, CA. 92008—-
*** Fees Required ***/" (~PefC)oec
Fees: 3 5( 00
Adjustments: / .00 "-' Tot ad- ..Cdi2
S'
re
Total Fees: 154?00 To W2,, Payment
/ 4 alanc\4
Fee description -------------- -------
Building Permit
Plan Check
Strong Motion Fee
* BUILDING TOTAL
Enter "Y" for Plumbing Issue Kee >
* PLUMBING TOTAL \ Enter 'NY" for Electric Issue Fee J >
* \
RPORATED
ELECTRICAL TOTAL
Enter "Y" for Remodel \
j
Enter 'V for Mechanical\I
* MECHANICAL TOTAL 14,
? 0
ted & Credits
,FINAIIAPPROVAL
INSP. DATE1
CLEARA10E
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
PERMiT APPLICA1TON
City of Carlsbad Buitcling Department
2075 Las PaLnms Dr., Carlsbad, CA 92009 C619) 438-1161
From List I (see back) give code of Permit-Type:
For Residential Projects Only: From List 2 (see back) give
Code of Structure-Type:
Net Loss/Gain of Dwelling Units
2. PRQJECI' INFORMATION
PLAN CHECK NO. 574y
Esr.VAL f
PLAN CX DEPOSIT ((7_
VALID. BY bttJW
DATE <TI ?.tiJcq
eM #-' "7b
Q_
L • i' .........
j ... •.
FOR OFFICE USE ONLY
r.aaress DUIIUIII8 UI UILC 1W.
PZ ç 4cViWs t,, crniñ c c, qjoog,
02 Energy Calcs 02 Structural Calcs 02 Soils Report 01 Addressed Envelope -
NAME (last name first) ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
5. PROPERTY OWNER
NAME (last name first) ADDRESS (p q, VA,4co
.
CITYN L(3AD STATE ZIP CODE 12.00 DAY TELEPHONE 4.
NAME (last name first) ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
STATE UC. # LICENSE CLASS CITY BUSINESS LIC. #
DESIGNER NAME (last name first) ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE STATE UC. #
7. WORKERS' COMPENSATION
Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industna1
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. Q.
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
(B. OWNER-BUilDER DECLARATION
Owner-Isuilcier Declaration: I hereby affirm that I am exempt from the contractors License Law for the following reason:
I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or
offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds
or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended
or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden
of proving that he did not build or improve for the purpose of sale.).
I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions
Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects
with contractor(s) licensed pursuant to the Contractor's License Law).
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 thpe=cant plvil penalty of not more than five hundred dollars [$500]).
rNA1J1 ' DATE 7/7)94/..
Is the applicant or future building occuant required to submit a business plan, acutely hazardous materials registration form or risk management and
prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
DYES ONO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES E3 NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
DYES ONO
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 DISTRICF.
ereby affirm that there is a construction lending agency for the performance Of the work for which this permit is issued Lbec 5097(1) r..avii umej.
LENDER'S NAME LENDER'S ADDRESS
10. APPliCANT CEKI1HCPIIION
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 UAEllu11ES JUDGMENTS, (X)SIS
AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID (flY IN CONSEQUENCE OF THE GRANTING OF THIS PERMiT.
0511k An OSHA permit is required for excavations over 5,0" deep and demolition or construction of structures over 3 stories in height.
Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the
building or work authözed by suchrmit is n ommenced within 365 days from the date of such permit or if the building or work authorized by
such permit is suspeñdd or6)dod at 7jCe)..&be_work is commenced for a period of 180 days (Section 303(d) Uniform Building Code).
DATE: ( APPLICANrS SIGNATURE
0
\. List 1-Permit-Type
From the following list, determine the permit-type that best describes the work you propose to do. Please put the code of that
permit-type in the blank at the top of the page on the front of this application. Residential permits (only) also require the
identification of the structure-type to be associated with the permit. Choose a structure-type from 'List 2 - Structure-Types' and put
its code in the appropriate blank on the front of this application.
Residential Permits
Code A 1iç '-- 'Description
APT
•
Apartments - new construction.
CONDO Condominiums - new construction.
CVNNR Conversion. Convert all or a portion of a non-residential building to residential use, creating one or more new
residential units.
CVNRN Conversion. Convert one or more residences ina building to non-residential usage. -
CVNRR Conversion. Increase or reduce the number of dwelling units in a residential siructure.through interior modifications
(i.e.: a four bedroom house convertedoadtple; with2 bedroons4eaçh) 1 ? VVY\\'
DEMO
- '
'
' '
Demolition permit. (Also specify type of structure from List 2).
DUP iu'lixn1wconstruction. .VTt
MOHO Mobile home, renovation, repair, or addition of accessory structure not yielding a new living unit. -
MOHON Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from
sin1ê-fitily residence, below).
RAD Residential addition/alteration, creating no new dwelling unit(s).
RREISSUE Residential permit 7fe is7suie? -s-4t
RREPAIR Resid lbtdingra4ir Damage fire etc
RREPLACE Residential building replacement (no additional unit
SFA Single-family, attached - new construction. A one-family house attached to one or more other houses, with one or
more common walls extending from foundation to.roof at, or forming, a lot line. Has own plumbing and heating
siü(e gthwnhouse,cr oi~ehalf plex) Y+i.w ? 5 M
SFD r •' Single1amily, detached new construction: A offfamily'house with open area on all four sides... May. have an - . ,.., • . -, t-4 . "#.kr ' attached'ordetachedgarage, or. a business. May.be a detached granny flat .May be a mobile nomeor-'trailer-on an
individual lot, but not in a mobile home park.
Non-Residential/Accessory Permits
Code Description
COM Commercial structure, new construction.
CREISSUE Commercial permit re-issue. -
CREPAIR Commercial building - repair. Damage, fire, etc.
CR.EPLACE Commercial building - replacement.
CTI Commercial tenant improvement.
DEMO Demolition permit.
ELEC Electrical permit, for electrical work only.
HOTEL . Hotel or motel (including Managed Living Unit hotel) - new construction.
HOTELR Hotel renovation.
INDUST Industrial structure, new construction.
Ill Industrial tenant improvement.
MECH Mechanical permit, -for mechanical work only.
MISC Miscellaneous. Use only if proposed work doesn't fit another activity type.
PATIO Patio and/or deck.
PLUM Plumbing permit, for plumbing work only.
POOL Gunite pools and spas.
RETAIN Retaining wall permit.
SIGN Sign construction/installation permit.
SOLAR Solar energy system installation permit (specify structure type to be served).
SPA Factory-made or Gunite.
List 2 - Structure-Type (Use with Residential Permit Only)
From the following list, determine the type of residential structure that best describes the structure on which you will be working.
Please put the code of that structure-type in the appropriate blank at the top of the page on the front of this application.
Code Description
SFA Single-family, attached. A one-family house attached to one or more other houses, with one or more common walls
extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse, row house, half-plex).
SFD Single-family detached: A one-family house, with open area on all four sides. May have an attached or detached garage, or a business. May be a detached 'granny fiat'. May be a mobile home or trailer on an individual lot, but not
in a mobile home park.
MF2-4 Multi-family, 2 to 4 units. A residential structure on a single lot, containing two, three, or four dwelling units. Units
may share master heating, plumbing, or electrical service (e.g.: duplex, triplex, quad-plex).
MF5+ Multi-family, S or more units. Same as MF2-4, except the building has a t least five attached units on the same lot
MOHO
-
Mobile home, pre-fabricated house, or trailer installed (plumbed,. wired) in a mobile home park (see distinction from -
single-family residence, above). .
-
-- ____• -.-..-.------ . r' W-•y.------------ - - -.--. .-. -. -.-- - .-.---.--------- -., -. -
CITY OF CARLSBAD
INSPECTION REQUEST
PERNIT# CB940608 FOR 12/23/94
DESCRIPTION: 189 SF TWO STORY ADDITION
TYPE: RAD
JOB ADDRESS: 2693 VANCOUVER ST
APPLICANT: SANTY, PAUL PHONE:
CONTRACTOR: PHONE:
OWNER: PHONE:
INSPECTOR AREA PY
PLANCK# CB940608
0CC GRP R3
CONSTR. TYPE VN
STE: LOT:
619 434-2503
REMARKS: MW/PAUL
SPECIAL INSTRUCT:
TOTAL TIME:
CD LVL DESCRIPTION
19 ST Final Structural
29 PL Final Plumbing
39 EL Final Electrical
49 ME Final Mechanical
INSPECTOR 17
ACT COMMENTS
***** INSPECTION HISTORY *****
DATE
090194
090194
082994
082994
082994
082694
082694
081794
081794
071894
DESCRIPTION
Interior Lath/Drywall
Exterior Lath/Drywall
Insulation
Frame/Steel/Bolting/Welding
Rough Electric
Frame/Steel/Bolting/Welding
Rough Electric
Shear Panels/HD's
Roof/Reroof
Ftg/ Foundation/Piers
ACT INSP COMMENTS
AP PY
AP PY
AP PY
AP PY
AP PY
AP TP
AP TP WALLS & CEILING
AP PY
AP PY
AP PY
GEOCON o IOU
INC 0 R P 0 RA T E D
FOUNDATION OBSERVATION REPORT
?' /? .rP ,,a 4v'r
JOB NAME: 26 3 t/i Søt(C FILE NO.: 33 t 3_'/1-..a)
LOCATION: ,-4,7 C '')(_SjV4erz ' DATE:___________________
FOUNDATION LOCATION (if not entire building) J'i'Adi, -t Iv _'2o')
PERMIT NO.: PLAN FILE NO.: 0 ADDITIONAL OBSERVATION REQUIRED
-O-SUBSTANTIAL CONFORMANCE
PURPOSE OF OBSERVATION:
'El Verify soil conditions exposed are similar to those anticipated.
$- Verify footing excavations extend to minimum depth recommended in soil report.
Verify foundation reinforcement complies with minimum recommended in soil report.
Verify slab reinforcement, sand bedding and moisture barrier comply with minimum
recommended in soil report.
Other:
APPLICABLE SOIL REPORT: TITLE: r1e/72 ,to4' _____d J#çpj
(o.'/i4bd ft'd_7Y•Y DATE:
SOIL 1EPORT RECOMMENDATIONS BASED ON:
Expansion Condition; 0 VERY LOW 1LOW 0 MEDIUM 0 HIGH 0 VERY HIGH
Fill Geometry
Other:
MINIMUM FOUNDATION RECOMMENDATION:
Footing Depth: 'lJ 12 INCHES 0 18 INCHES 0 24 INCHES OTHER:________________________
Footing Reinforcement: 0 NO. 4 T&B 0 2-NO.4 T&B 0 NO.5 T&B OTHER:___________________
Interior Slab Reinforcement: 0 6x6-10/10 0 66-6/6 0 NO.3 @ 24 INCHES 0 NO.3 @ 18 INCHES
Slab Bedding Material and Thickness:Vapor Barrier:__________________
Foundation Width: _-/ 2 n cJ'i
FOUNDATION PLAN REVIEWED: YES 0 NO
If yes, identify and describe:
OBSERVATIONS:
11 Substantial conformance with Soil Report (see "Purpose of Observation").
Substantial conformance with Foundation Plans.
Other:
COMMENTS: L9ij .ie.-e dfiLol JI1JA..7?S/
2Z ,i b4, c.,..AI ( i
NOTE: IT IS ASSUMED THAT ALL FOOTING EXCAVATIONS WILL BE CLEANED OF LOOSE MATERIAL PRIOR TO
PLACING CONCRETE AND THAT THE SOIL MOISTURE CONTENT WILL BE MAINTAINED.
c(Pr /7Ob*,( Z'At' . 647?df3
FIELD COPIES TO GEOCON REPRESENTATIVE
n:\wpjob\draft\fdnobrpt.frm (2/27/91) '12 /32..
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 5601468
DATE: flAPPLMAN
JURISDICTION: (Afl gA
CTION
D
JURIS
UAN DIJ tJ
PLAN CHECK NO: SET:
[j-FILE COPY
UPS
PROJECT ADDRESS: Z73 V,4,JCOijVER ST 0 DESIGNER
PROJECT NAME:cAMTY AO
1MJ 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.
E) The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
E The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
fl The applicant's copy of the check list is enclosed for the LJ jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
12 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
been completed. Person contacted:_________________
-
Date contacted: Telephone
REMARKS: mt. .so,
By: P.6-1,F f?SCflf. Enclosures:____________________ ESGIL CORPORATION
OGA El CM D•PC
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITS 208
SAN DIEGO, CA 92123
(619) 560-1463
DATE:
.3UISDICTION: CARLSBAD
JURISDiCION
rr' ...__
?LA N. ciEC:< ::O: 08 SET:
PROJECT ADDRESS: 7-693 VANCCuyR r
?ROJECT 1 A1E: SAvr Y iWi7
ç— The ?lans transmitted hrwith have been corrected where U necessary and substantially ccmly with the jurisdictic•n' s
building ccdes.
The clans transmitted :erith will substantially comiv
with the jurisdiction's -building codes when minor deficien-
cies identified are resolved anf
checked b buildig department staff.
The plans transmitted herewith have significant deficiencies
Li dezfied on zre en closed check list and should DC Co::ec:e
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.
fl The applicant's coy of the check list is enclosed for the
II jurisdiction to return to the applicant contact person.
The àolicant's coy of the check list has been sent to:
sos 6EL4,V
- ZCQ A)C.)aQTH (v , L CA V&) CA
Esgil staff did not advise the applicant contact person that
plan check has been completed.
0 Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: Telephone
REMARKS:
By: PETE f/SCuM.. Enclosures:
ESGIL CORPORATION
0GA 0c.i C3 PC
PLAN CHECK NO: /
JURISDICTION: CITY OF CARLSBAD
TO: Jg0 6L4A/.EJt
ENCLOSURES:__________________________
PROJECT ADDRESS: Z 3 VflMCO11V6Q.. 3 7-
FLOOR AREA:-i8
STORIES: Z
HEIGHT: OIL
REMARKS:
PLAN CORRECTIONSHEET
CITY OF CARLSBAD
SINGLE FAMILY AND DUPLEX DWELLINGS
Date plans received by jurisdiction:
Date plans received by Esgil Corporation:
Y
FOREWORD: PLEASE READ
Plan check is limited to technical
requirements contained in the uniform
Building Ccde, Uniform Plumbing Code,
Uniform <echanicai Code, :acicnal
Electrical Ccde and state laws reculating
enercv ccnservaticn, noise attenuation
and access for the handica:;ed. The plan
check is based cn recul at: icns enforced by
the Building lnspecticn rtmenz. You
may have ocher corrections based •:n laws
and ordinances by the Planning
Department, Engineering epar :me n: or
other deoartments.
Present California law mandates that
residential construction ccmcy with
Title 24 and the fclicwinc model CodeS:
1991 UBC (eff. 3/14/92)
1991 UPC (eff. 31:4/92)
1990 NEC (eff. 7/1/9.)
1991 U M. C (eff. 3/14,'92)
The above regilaticns apply to
residential constructicn, regardless of
the ccde editions adcpted by ordinance.
The circled items listed need
clarification, modificacicn or change.
All items have to be satisfied befcre the
plans will be in conformance with the
cited codes and rec'1aticns. Per Sec.
303(c), 1991 Uniform Building Code, the
approval of the plans does not permit the
violation of any state, county cr city
law.
To sceed uo the recheck crocess, note on
this list (or a coov) where each
correction item has been addressedi.e.,
clan sheet, soecification, etc. Besure
to enclose -the marked uc list when you
submit the revised clans.
Date initial plan check completed:
6 /, ,4v By: fE TFL F/5C f72
Applicant contact person:
Telephone:—
PAGE NU)ERS ARE NOT IN SEQtENCE AS PAGES EAVXNG NO ITEMS NEEDING CORRECTIONS WERE DELETED.
1st No. 2. Carlsbad Single Family Dwelling and Duplex With All Supplements. (1951 C)
PLANS -
all correCtC on the
tC and sbflit two new
ts Cf :rints. to:
Ccrratin 9323 Chesapeae
cil
Suite 2C3. Diego,
ljfcrnia 92l2.
419)
rake all cc.rreZtC on the
o new
;ets of prtS. tO:
.fle i5C-°n u jlQing
dett.
Indicate cn the Title Sheet of the
clanS the nane of the legal owner and
of the :a:scn :es ns.Ol f Cr the
ore rat :o. cf the p1an5.
Scti0
All t5 of plans nust be sigr.ed by
the ersc esoCn5b for their
oreoarato (CalifOrfl 3usiness and
ProfCSSiC Code)
)Plans. s;C1f.CCti0 and calculations
shall, be signed and sealed by the
CaliZOr state licensed engineer or
L architect resQnSi°
for their
preparation. for plar.S deviating from
conventional wood frame CCflStUCO
oirat0n date of license. specify ex (California 3usifleS5 and ProfeSS1O
Code).
SpecifY on the Title Sheet of the
plans the gross floor area of each
element of this projects element.welliflg, garage carport. patio, deck
and balcony. Section 302(d).
7. provide a statement on the Title Sheet
I of the plans that this project shall
comply with __ T the 1991 UBC, tle 24 and
U1C and iJPC and 1990 EEC.
Submit fully dir.ensi°
plot plan,
I.
drawn to scale. shOW loCatlCfl.
size, and uSCS of all istiflg and
propcsed struCtur cn the lot. tifY p:c.pertY lineS and shCW lot
and all ease.tS. SectiCr I d e n
302(d). -
Indicate sta. frcm r:;ertY lineS
to thC :rcpCS- i1Cn
302 (d)
on the cover SbCCt thC o'-a.
soecif" an'.' i:e.S re
5oeca1
inspeCti.
sini1ar to
that shown be.cw. SeCtcn 302(C)
the reclar
In additiCfl to
inspect jcns, zh fc1lC9 checked
S will a.so require pec1al ite with Sec. InseCtiCn in acccrdance
306 of the nifC 3ui1ding Code.
PRIOR TO
FOUNDATIN jS?.
OVER 2500 PST-
S—,--TL
ELDiEDI
SIO Exp;N
'ED-ONFI
PROO-VI !G
OThER
'V
1/18/93
2/. indcw area must be at least 1/10 of
the floor area and a minimum of 10
square feet per Section 1205 (b)
.;ppears to :e deficient in
2/ Ooenable windcw area in habitable
rooms =5t Ce 1/20 cf the flccr area
and a mini..m of S sare feet. In
bath:o:ms, nfry :ocms and similar
rooms, ./23 cf area is required and
m:mum :5 :.-_ s q . :t.Sec:cn 1205
Cc)
pc.- t := 1/2 of mmo the con wall must
be cen and have an coening n:t less
than 25 s:. f:., nor one tenth cf
the fic;r area of the interior room,
if light and ventilation is being
sucoitco :rcm an acjacent room.
Secticn 1205 (a)
2< ecuired windcws shall not c:en into
I a roofed porch unless the ceiling
height is a: least 7 feet, the
longer side is at least 65 open,
and the porch abuts a street, yard
or ccurt.
Secticn 1205 (a)
4. Provide mechanical ventilation
7 caoable of providing five air
changes car hour in bathrooms, water
closet compartments, laundry rooms
and similar rooms if required
openable windows are not provided.
Section 1205 (c)
A. Note that the discharge point for
exhaust air will be at least 3 feet
from any opening into the building.
Secticn 1205(c).
Ductless fans cannot be used in
( bathrooms if a tub or shcwer is
present. Section 1205(c).
Show that ceiling height for
habitable rooms is a minimum of
7'6",. Section 1207 (a).
Show ceiling height for laundry
( rooms, hallways, corridors, and
bathrooms is a minimum of 7'011 .
Section 1207 (a)
3/. Dimension on the cans 30" clear
/ width for water cicset ccmoartmer.ts
and 24" clearance in front of water
closet. Section 511 a)
Shcw safety glazing in the following
locations. car Sec:i:n 54C):
ha:e the neares: of glazing
is within a 24-in:h arc of either
side of a dc:r in a cicsad
p:si:icn there is an
intervening wail ba:ween :he do::
and the glazing Cr if the glazing
± s'-o" hiher a:ve e
a.:.ing surface)
Gazing greater than 9 square
fee: with the b:::cm edge less
than 13" above the fioc: and the
cc; edge greater than 35" above
the floor (unless the glazing is
e than 35" hc:izcntally away
from walking surfaces or if a
ccmolying prct:tive bar is
ins: alled)
Glazing in shower and tub
enclosures (including windows
within 5 feet of tub or shower
floor).
Walls and floors secarating units in
a duolex shall be of one-hour fire-
resistive construction. Provide
details of the assemblies. 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 tne long side
open to the room below except for
posts and protective walls - or
railings not exceeding 4411 in
height. Section 1717.
7. The loft you show does not comply as
( a mezzanine floor and is, by Uniform
Building Code definition, a story.
Section 1717.
/9. Dwellings used for daycare for 7 to
f 12 children shall comply with the
special requirements in Chapter 12
of Title 24.
11/16/93 4
'. Exterior stairways shall not project
intO
the 3 foot setback from the
propertY lir.eS. Section 3306 (m)
A. The wellS and 6QffjtS of the
T _r1cscd usable spaCe under interior
5tair5 shall be trcteCtCQ on the
C:CSC =:A.3 as req'Ji fcr one-
hc.r 2.\ ccnstCtiCfl.
1thin shew that corridOrs
:-.a-Je a
width of 36 inches.
Section 335 (b)
ROOFING
SpeCiY roof slcpe.
A. ROOf slCC s not adcaZe fcr roof
" 5;CCiZ.C. Tb1e 32-3. D and type
SpecifY reof material and
' p1iCatiC Chapter 32.
. SpecifY C.B.O. or U.L. approval
( nurer for roof materials not
covered in U.3.C., e.g.. tile, etc.
Section 107.
5/
. SpecifY minimum 1/4 inch per foot
roof slope for drainage or design to
support accumulated water. Section
3207 (a) and Section 2305 (f)
Show roof drains and overflows.
Section 3207.
-. provide skylight details to show
i compliance with Sections 3401 and
I.C.3.O. approval 5207 or provide
number.
6/. Plastic skylights must be separated
from each other by at least 4 feet,
unless they are over the same room
and their combined area does not
exceed 100 square feet (or 200
square feet if the plastic is •a
-CC--." material) . Section 5207 (a) 6.
63. Show attic ventilation. t.inimum
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 abcve eave vents or cornice
vents). Show area required and
area provided. Section 3205 (c).
Note on the plans: 'Attic
ventilation openings shall be
covered with corrCsi0re5istt
metal mesh with mesh coeflingS cf
inch in dimenSiC ' Secticfl
32C5 (c)
6,1. prcvide firepCC ccnStct
ails or nczC c:nStr.Ct to
det stan be
car a::aCheQ firep.CC ro
dra:. Cha;
Shc anzhc° vee su:prt and
' cceCtnS
o wood attached in
SisiC e m 3 and 4, ctm?lY with
Section 3O6 (d)l and aczicfl 255
(a) . Show tiCS and (a)
wire in
horiZcntai joins. etc.
Show height and 005tCt' detailS
'
of all mascn! walls. ChapterS 24
and 26.
61. Show floor ad roof conneCti0 to
( masonry and ccnCrete wails.
CcnneCtion shall 200 poundS
per lineal foct or the actual design Cross load, whichever is greater.
grain tensiofl or bending in wood
ledgers is not permitted. Section
2310.
CV CARPORTS
I. Garage requireS one-hour fire
( protection on the garage side of
walls and ceiling Section
to the
dwelling. Table 5-3k Section 503
(d).
7/. All elements supporting floor above
I garaCa including walls 5000rtiflg
floor jciStS, must have one-hour
fire-resistive protection on the
garage side. Section 503 (b)
Show a 5 f_ClC5thg door, either 1-
3/6 solid core or a listed 20-
minute assemblY, fcr openings
between garage anddwelling.
Section 503 (d)
/2. Garages are not permitted to open
into a room used for sleeping
purposes. Section 1104.
11/17/93
71. An occupancy separation is not
( reci:ed between carport and
residence, provided the carport is
cpen on two or more sides and has no
enclosed uses above. Section 503
(a) Exce::icn 3.
7/ Show garage framing secticns, size
cf afar cver garage opening,
lateral cross bracing a: plate line,
thod bracing garage front and
if required. Chapter 23.
IN C. x -%;M. shear panel height-to-
width ratio is 3-1/2 to 1 for
- --.-1 - -
Doors nay open into the garage only
if the floor or landing in the
garage is not more than one inch
lcwer than the door threshold.
Section 3304 (i)
7,L Provide an 18" raised platform for
any 5AU, water heater, or other
device in the garage which may
generate a flame or spark. UYA
Section 508, UPC Section 1310 (a).
POtDATION RpIRENENTS
Per soils report, note on the plan
\.. the soils classification, whether o-- SE F- not the soil is exoansive and note
(bO the allowable bearing value.
Section 2905 (C)
The foundation plan does not comply
with the soils report
, recommendations for this project.
190 Please review the recort and modify
desin, notes and details as
required to show compliance:_
79 The soils encineer recommended that
he/she review the foundation S excavations. Note on the foundation
(O 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 cad was prepared in
accordance with the soils report,
The utility trenches have been
crocerly back -filled and
c:-..:acted, and
he foundat!c•n excavations, the
s:.s a:.:pansive characteristics
baar:ng capacity conform to
Q80. Prc-.---*4-=- a z1he scs
7 : g
the
cn documents
(w :euired by the soil report)
8y' Show height of all fc..ndaticn wa1.s.
/ Charter 23.
32< Shcw height of retained earth on all
I founfaticn walls. Chapter 23.
If cut or fill sicoes exist, show
distance from fcundaticn 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"
mininum above finish grade. Secticn
2907 (a)
Note cn plans that surface water
will drain away from building and
shcw drainage pattern and key
elevations. Section 2905 M.
Dimension foundation per U.B.C.
/ Table 29A:
Floors Footing
StwDorte* SL.te..al1 width Depth Th)c icess
1 6" 12" 12" 6"
2 8" 15" 18" 7"
3 10" 18" 24" all
*FoundatiS may support a roof in
addition to the floors. Where only a
roof is supported, use foundation for one
floor.
8/. Show foundation sills to be pressure
treated, or equal. Section 2516 (c)
3.
11/17/93 7
9/ Showfndation bolt size and
" spacing. Section 2907 (l).
4. Specify size, I.C.3.O. number and
muct..e of power driven pins
and extension anchors. Show edge
and end iscancss and soacina.
Sectic-n
53 If rst-.i:e, show ., embedment
ncio cown anchors on
fondetion o.an. Section 302 (d)
If hold cwns are :squired, note cn
plan the: hold down enchc:s must be
tied :n --lace prior to foundation
ins c:icn. Secticn 3C5 (a) I.
Show aete footings under all
bearing walls and shear walls.
Section 257 (5)
9/ Show c•n the clans details for
( stepped fc.ctings steeps: than 1:10.
Section 237 (c)
9/ Show minimum 18" clearance from
I grade to bottom cf floor joists and
minimum 12" clearance to bottom of
girders. Section 2516 (c) 2.
Show pier size, spacing and depth
( into undisturbed soil. Table 29-A.
01. Show minimum underfloor access of
' 1B x 24g. Section 2516 (02.
57. Show minimum underflocr ventilation
equal to 1 sq. ft. for each 150 sq.
.Li. of underfloor area. Openings
shall be as close to corners as
practical and shall provide cross
ventilation on at least two
approximately opposite sides.
Section 2516 (c) 6.
P RAN ING
9/. 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.
i. In 2-story buildings, shear panels
at the first story (at least 43
inches in width) shall be located at
each end or as near thereto as
possible and comprise a: least 25
percent cf the li.ear length of the
wall, :: z:cvide dssi:n. Secti:n
2517 Table 25-V.
Note ::r blockina.
Floc: -:o'sts and rafrers 12" Cr
more in deth shell be supported
laterally by bridging at intervals
not ex:sedin S fee:. unless b:zh
edges are hid in1in5. Sec. 25C. 6
(h)
19.1. Show blocking a: ends and at
suo::::s of floor joists, rafters
and trusses a: exterior walls.
Section 2517 (d) 3, 2517 (h) 7.
lt Bearing ar:itions, e:pendicular
to joists, shall not be offset from
supporting girders, beams, walls or
partitions, more than the depth of
the joist. Section 2517 (d) 5.
4. Show rafter ties. Rafter ties
I shall be spaced not more than 4
feet c-n center and be just above
the ceiling joists, where rafters
and ceiling loists are not
parallel. Section 2517 (h) S.
1 . Show rafter purlin braces to be not
I less than 45 degrees to the
horizontal. Section 2517 (h) 6.
11. Show double top plate with minimum ( 48" lap splice. Section 2517 (g)
2.
17i. Show nailing will be in compliance
with Table 25-Q.
ui. Show or note fire stops at the
I following locations per Section
2516 ()
a. In concealed spaces of stud
walls and partitions, including
furred spaces, at the ceiling
and floor levels and at 10 foot
intervals both vertical and
horizontal;
11/17/93 ..
b. At all interconnections between 17(. Specify nail size and spacing for
concealed vertical and all shear walls, floor and roof
horizontal spaces such as occur diachracs. Indicate required
cc scffits, drop ceilings and blc:kino. :aincain Taximufl
cove ceilings; oi: -ra dimension ratios.
C. In c:ncealed spaces between [Tables 25 I, , K and Section 4714
stair stringers at the too and
of the run and between
s:..:s along and _nle with the (its) r: ..:e :r.ss ce:a-s a-o truss
stairs if the walls \.._.." cccuati:-.s fcr this project.
under the stairs are Scify truss identificaticn
fished; nuers cn olans.
cS. In ctenings around vents,
:i:es, ducts, chimneys, 1/6. Sh:w c:ea:-ance between tco olate cf.
and similar- ccenincs ( in:e:icr oa:titicns and bcctcn
k-_c affc:o a oassage for f ire c-::: :f :_ sses ('O es.re no-
a: ceilin; and floor levels, bean condition between suoocr:s
with ncncc•thustible materials, as des.:ned)
a, Ac openings between attic
spaces and chimney chases for 1y. Provide roof framing plan and floor
factcry-buiit chimneys. ( franin; plan. section 3C2 (d)
In du lexes, draft stcos shall be
prcvidad in floor-ceiling
assethlies and attics in line with
walls separating units and
saoa:azing units from common areas.
Section 2516(f)4.
Shcw stud size and spacing.
Maximum allowable stud heights:
5earing wall: 2 x4 and 2 x 6 max.
10'; Non-bearing: 2 x 4 max. 141 , 2
x 6 max. 20'. Table 25-4-3.
lye. Studs supporting two floors, a roof
f and ceiling must be 3 x 4 or 2 x 6
at 160 o.c. Table 25-R-3.
Note on the plans that an A.I.T.C.
/ Certificate of Compliance for glued
laminated wood members shall be
given to. the building inspector
pricr to installation. Section
2505.
124'. Detail all pcst-to-beam and post-
to- footing connections and
reference the detail to the plan.
Section 2516 (m)
1. Detail shear transfer connections,
including roof and floor
diaphragir.s, to shear walls.
Section 2513.
4. Pr:':ide framing sections through
Seccicn 302 (d)
1,X. Specify all header sizes Crf
oenin;s over 4' wide. Section
2517 (g) S.
10. Provide calculations for main
vertical and horizontal framing
methers and footings. Section 302
(b).
12%. Provide calculations for lateral
I loads, shear panels, shear transfer
and related. Section 302 (b).
. In Seismic Zones 3 and 4, the
I allcwable shear wall values for
drall in Table 47-I must be
reduced 50 percent when considering
earthouake loads. This does not
apply to wind lcads. Footnote 1.
1. Show on the olans all structural
I recuirements develooed in the
structural calculations. Section
302 (d). (See comments below or at
end.)
11/17/53 9
Ø . Show on the plan that ground-fault
circuit-interrupter orcteccjon
complies with 1990 NEC Art. 210-8,
which reads as follows:
National Standards institute
Standard A112.19.2. H & S Code,
Section 17921.3(b).
NOISE INSULATIO (DUPLEXES)
All 125-volt, sir le-ase, 13- and
20- ampere receptacles installed in
bathrccs, g-=--aces, base.ents,
cutCcOS and within A. feet of a
kitchen sink.
?LtING (tNZ?CR4 ?LUING Co:!)
4. Show water heater size, z-.--e and
/ location on clans. ZC, Section
1301.
.4. Note on the plans that "ccnbusticn
air for fuel burning water heaters
will be crovided in accordance with
the Uniform Plur.bing Code'.
Fuel combustion water heater shall
/ not be installed in clothes
cicsets, in a bathroom or bedroom,
or in a C1CSCt ccening into
bathroom or bedroom. UPC, Section
1309.
15g. Provide adequate barrier to protect
f , water heater from vehicle damage.
An 18 platform for the water
heater does not satisfy this
requirement. UPC, Section 1310.
Show T and P valve on water heater
and show route of discharge line
t
o
exterior. UPC, Section 1007 (e)
1. Show that water heater is
" adequately braced to resist seismic
forces. UPC, Section 1310.
1. Show shower stall can accommodat
e
a
30" circle and has a minimum flo
o
r
area of 1,024 sq. in. UPC 909 (d).
1. New water closets and associa
t
e
d
( flushometer valves, if any, shal
l
use no more than 1.5 gallons per
flush and shall meet performance
standards established by th
e
American National Standards
Institute Standard A112.19.2, and
urinals and associated flushcmete
r
valves, if any, shall use no more
than one gallon per flush and sha
l
l
meet performance standards
established by the American
Show details of ICX ccmm:n
" (cartv) wl1s and floor/ceiling
assemblies to achieve a
Trnsmissicn Class STC) rating in
walls of 50 decibels and an imPact
Insulation Class (i:C) rating cm
floor/ceiling of 50 decibels.
Title 24.
Show how canetrezicns of assemblies
( for piping, electrical
devices.
recessed cabinets, bathtubs,
soffits, or heating ventiazing, or
exhaust ducts shall be sealed
,
lined, or insulated to mainta
i
n
reaui:ed sound zransmissicn ratin
g
.
Title 24.
'4. Provide insulation in walls and
ceiling to achieve STC of 3
between garage and living area if
garage use is not controlled by
resident. Title 24.
ENERGY CONSERVATION
NOTE: Plans submitted after January 1,
1993 must comply with the mew en
e
r
g
y
standards.
165. Provide plans, calculatio
ns and
worksheets to show compliance wi
t
h
current energy standards.
OR. £. )70
The regulations recuire a properl
y
completed and properly signed F
o
r
m
CF-1R to be either imprinted on the
plans, taped to the plans or
"sticky backed on the plans,
t
o
allow the building inspector t
o
readily compare the actual
construction with the recuirements
of the approved energy design.
(?) All energy items shown on the plans
must be in agreement with th
e
( information shown on the properly
\. comoleted Form CF-1R.
' Cc.Mcr 6(-Az-/v M-M 'VIP
Co-am 7)f 61At'%, ij Vfr(-UE-
T'44..&-,+L C7)o'4 O
*L CFi&
11/17/93
12
164'. Specify on the building plans
a
l
l
I of the mandatory energ
y
cc.nservaticn requirements as
listed on the enclosure title
d
,
IIX andatcry :easures Checklist."
Show the make, model and
I efficiency of the space heati
n
g
(Cr ccoling) system.
For rccm additions, show
ccpliance with the enercy
standards. - See attached.
17. Provide fluorescent gener
a
l
lg (40 lumens car watt) in
kizchens and bathrooms.
174'. Provide a note on the plans
/ stating "All new dazing
(fenestraticns) will be installe
d
with a certifying label attached,
showing the U-value."
CALS2AD S.P.D. & DUPLEX SUPPLEMENT
Enery ccnervation design shoul
d
be fcr Zone 7.
l. For gas piping under slabs that
serve kitchen island cooktops
,
s
e
e
the attached Policy 91-46 for
special sleeve and clean-
o
u
t
req-uirements.
New residential units must be
p
r
e
-
( plumbed for future solar wat
e
r
heating. Note that two roof jac
k
s
must be installed where the
w
a
t
e
r
heater is in the one story ga
r
a
g
e
and directly below the most so
u
t
h
facing roof (City Ordinanc
e
N
o
.
6093)
Note that two 3/4" copper pipes
( must be installed to the mos
t
convenient future solar p
a
n
e
l
location when the water heater i
s
not in a one story garage and
i
s
not directly below the most sou
t
h
facing roof. (City Ordinance N
o
.
8093)
174. All oioing for present or futu
r
e
I solar water heating must b
e
insulated when in areas that
a
r
e
not heated or cooled by mechani
c
a
l
means (city policy).
17A. Incoroorate the waterproofin
g
( details, on the attached Pol
i
c
y
80-8, where interior living sp
a
c
e
occurs below grade at the mason
r
y
wall (s)
Show on the Title Sheet on the
I plans, the information require
d
b
the attached Develcpme
n
t
a
Services Sheet 112383.
180. All new residential b
u
i
l
d
i
n
c
s
,
including additions, require- a
soils report. Please submit two
CCiCS. £XCCpt1Cfl: If a room
addition is limited to one story
and 1000 so. ft. in area, th
e
n
a
scils recort is not recui
r
e
d
.
Escil CcrDcration will advise
t
h
e
City to place tneir soils no
t
i
c
e
scanp cn tne plans.
All structures recuire a Class
3
( roof covering, except
r
o
o
m
additions. If a room addition
ccvars all of the existi
n
g
building (2nd story addit
i
o
n
)
,
cnan tne above exception do
e
s
n
'
t
act v.
14. City Ordinance 5792 requires two
parking spaces/unit with clear
area of 201 x20' i.e. no washing
machines, etc. Show complian
c
e
.
134'. Overflow roof drains
s
h
a
l
l
terminate in an area where t
h
e
y
will be readily visible and
w
i
l
l
not cause damage to the buildi
n
g
.
If the roof drain terminat
e
s
thrcugh a wall, the overflow drain
shall terminate 12" minimum abo
v
e
the roof drain. Policy 84-35.
-MISCELLANEOUS
i$. Please see additional cor
r
e
c
t
i
o
n
s
,
or remarks, on the following
p
a
g
e
.
To speed up the recheck proce
s
s
,
note on this list (or a cop
y
)
where each correction item
h
a
s
been addressed, i.e., plan sh
e
e
t
,
note or detail number, calculati
o
n
page, etc.
186 Please indicate her
e
i
f
a
n
y
changes have been made to
t
h
e
plans that are not a resu
l
t
o
f
corrections from this list.
If
there are other changes, pl
e
a
s
e
briefly describe them and wh
e
r
e
they are located in the plans.
Have changes been made to
t
h
e
plans not resulting from
t
h
i
s
correction list? Please indic
a
t
e
:
Yes No
11/30/93
13
: City of Carlsbad has
c
o
n
t
r
a
c
t
e
d
w
i
t
h
;il Corporatic
n
l
o
c
a
t
e
d
a
t
9
3
2
0
saoeake Drive. Suite
2
0
8
,
S
a
n
D
i
e
g
o
,
lifornia 92123; telephone rr.
e
r
of
3/360-1463, to perform the pl
a
n
c
h
e
c
k
L your project. If you have any
estions recarding these plan check
ens, please contact
?f -1-F- f,'SCfWft
:sgil Cc•rporacicri.
:ank you.
Lj tfl' 1)0 E S Vs a ri t c'rrE Th:
FOOTh"6 1..'07)t ,
,a ?
l.i"DC)-i SCh'ouc StIoict Sfr.Jkj
Ljo £ i.S 5 °2..° p
£LVA-)O,./S
"IP* 77E /., AT-
("e 3 oi S-(
00 12r A LiA(.(
7'ç ,S7 Rook xaoutz a
5HOW Al AS A HAP-. '-tu-. PIER—
VD 3 ct
tt TYPI A.vo VA FLt'V 1g..
,.
1 1 /19/93
14
<100 ft
ING(FTTIC')
adfed flccr area
DING
n/a
...SS
n/a
-.CE IATI3
:ccze 45
electric allcwed)
If Gas, efficiency=
lit Svsze, efficiency=
Single FackageSyst
e
m
,
COOLING
Ncte!
If Split System,
If Single package, eff.=
/ATZ7 HEATING
Note
>1000 ft
33
j. 75
10. 0SE!R
9.7SEE
Ncze'
500-999 ft
0.75
--
0.75
50 sq.
ENERGY REQUIREMENTS
F
O
R
R
E
S
I
D
E
N
T
I
A
L
R
O
O
M
A
D
D
I
T
I
O
N
S
- CLITE ZONE 7
1. ?lease note that some metal-frame wi
n
d
o
w
s
m
a
y
n
o
t
s
a
t
i
s
f
y
t
h
e
U
-
v
a
l
u
e
r
e
q
u
i
r
e
m
e
n
t
o
f
0.75. For additions and
a
l
t
e
r
a
t
i
o
n
s
o
n
l
y
,
d
u
a
l
g
l
a
z
e
d
"
g
r
e
e
n
h
o
u
s
e
"
w
i
n
d
o
w
s
a
n
d
skylights may be a
s
s
u
m
e
d
t
o
m
e
e
t
t
h
i
s
requirement..
2 20k of added fl
o
o
r
a
r
e
a
p
l
u
s
t
h
e
a
r
e
a
o
f
a
n
y
g
l
a
z
i
n
g
r
e
m
o
v
e
d
b
e
c
a
u
s
e
o
f
tre addition.
A coefficient of 0
.
6
6
w
i
l
l
b
e
a
s
s
u
m
e
d
t
o
b
e
p
r
o
v
i
d
e
d
w
h
e
n
d
u
a
l
g
l
a
z
i
n
g
i
s
u
s
e
d
.
If the addition wil
l
b
e
o
n
t
o
o
o
f
e
x
i
s
t
i
n
g
c
o
n
s
t
r
u
c
t
i
o
n
,
a
n
d
:
(a)If the additio
n
-
h
a
s
c
o
n
d
i
t
i
o
n
e
d
a
r
e
a
b
e
l
o
w
a
l
l
p
o
r
t
i
o
n
s
,
then no thermal mass is
required.
(b) If the addition
w
i
l
l
b
e
o
v
e
r
n
o
n
-
c
o
n
d
i
t
i
o
n
e
d
a
r
e
a
(
p
a
r
t
i
a
l
l
y
o
r
w
h
o
l
l
y
)
i
n
a
b
u
i
l
d
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g
mostly of raised-f
l
o
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r
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s
t
r
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t
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n
(
a
f
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d
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)
,
then thermal mass is req
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e
d
n the addition (equal t
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over non-conditioned
space). This may b
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a
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etc.
(c)If the addition
w
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grade construction
(
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)
,
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.
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f
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:
(a)If the additicn
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(
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addition), then the
r
m
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conditioned footp
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.
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b
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h
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a
2" concrete slab at
hearths, counterto
p
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.
(b)If the addition will be i
n
a
b
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m
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f
s
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c
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s
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(
a
f
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the addition), then
t
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r
m
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s
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q
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T
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the slab-on-grade
w
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w
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S. If the existing
s
y
s
t
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m
w
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i
z
e
d
(
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insulation for any
e
x
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6. If the total num
b
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o
f
w
a
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a
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s
i
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be submitted to s
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.
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heating energy bud
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.
ER - RA 7
fate, 61117Y Jurisdiction__cARLsBA
n
-
repared by
o Bldg. Dept.
VALUATION AD PLAN CE
C
X
F
E
E
0 Esgil
PLAN CEC< O._
c/C/COB
UILD1G ADDRESS -C6?3 y4NCc)t)V6,.€. sr
?pLICAT/COTACT
BUILDING OCCUPANCY -- 3 /,v, DESIGNEE ?ONE_______
_
_
_
_
_
_
_
OF CONSTRUCTION __
CONTRACTOR
BUILDING PORTION BUILDING AREA \'ALUATIO 14 VALUE
VULTI?LIER
i& i1D0
I 6?
I
Air Conditionir
Contnercjal
-
Residential ___________
_
_
_
_
_
_
_
I @• I _______________________
_
Res. or Comm.
?ire Sorin
)
c
l
e
r
s
Total Value
Buildirij Permit Fee S
s 1.000
Plan Check Fee S
700
COHHENTS?
SHEET / OF 1 12/87
DATE:
BUILDING ADDRESS:
PROJECT DESCRIPTION: i
ASSESSOR'S PARCEL NUMBER:
BUILDING PLANCHECK CHECKLIST
PLANCHECK NO. CB
City of Carlsbad
ENGINEERING DEPARTMENT
APPROVAL
The item you have submitted for review has been
approved. The approval is based on plans, Information
and/or specifications provided in your submittal; therefore
any changes to these Items after this date, Including field
modifications, must be reviewed by this office to insure
continued conformance with applicable codes. Please
review carefully all comments attached, as failure to
comply with Instructions In this report can result in
suspension of permit to build.
El A Right-of-Way permit is required priorfo construction
of the following improvements
DENIAL
Please see the attached report of deficiencies marked
with C] Make necessary corrections to plans or
specifications for compliance with applicable codes and
standards. Submit corrected plans and/or specifications
to this office for review.
By: Date:________
By: Date:________
By:_ Date:_________
ATTACHMENTS
O Dedication Application
0 Dedication Checklist
0 Improvement Application
0 Improvement Checklist
0 Future Improvement Agreement
U Grading Permit Application
0 Grading Submittal Checklist
O Right of Way Permit Application
O Right of Way Permit Submittal Checklist
and Information Sheet
O Sewer Fee lnformtion Sheet
P:D0CS\CHKLST'¼8P0001.FRM
ENGINEERING DEPT. CONTACT PERSON
NAME:
City of Carlsbad
ADDRESS: 2075 Las Palmas Dr., Carlsbad, CA 92009
PHONE: (619) 438-1161. Ext.
A4
REV 05/11/94
2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (619) 438-1161. FAX (619) 438-0894
V.. SITE PLAN
BUILDING PLANCHECK CHECKLIST
1 st' 3rd/
IB'•DD 1. Provide a fully dimensioned site plan drawn to scale. Show:
M11/ /El 11
North Arrow D. Property Lines Easements
Existing & Proposed StructUres E. Easements
Existing Street improvements F: Right-of-Way Width & Adjacent Streets
2. Show on Site plan:
Drainage Patterns C. Existing Topography
Existing & Proposed Slopes
O 3. Include note: "Surface water to be directed away from the building foundation at a 2%
gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)."
[Per 1985 UBC 2907(d)5].
On graded sites, the top of any exterior foundation shall extend above the elevation
/lc:]]
of the Street gutter at point of discharge or theinlet of an approved drainage device
a minimum of 12 inches plus two percent' (per 1990 UBC 2907(d)5.).
I!!' 0 4. Include on title sheet
Site address
Assessor's Parcel Number
Legal Description
For commercial/industrial buildings and tenant improvement projects, include: Total
building square footage with the square footage for each different use, existing sewer
permits showing square footage of different uses (manufacturing, warehouse, office,
etc.) previously approved. .
EXISTING PERMIT NUMBER DESCRIPTION
P:D0CSCHKL5fl8P0001.FRM Page 1 of 4 REV 05/11/94
BUILDING PLANCHECK CHECKLIST.
DISCRETIONARY APPROVAL COMPLIANCE
1 t/ 2nd' 3rd/
5. Project. does not comply with the following Engineering Conditionsof approval for
Project No.
Conditions were complied with by: Date:_________________
DEDICATION REQUIREMENTS
0 0 6.. Dedication for all street Rights-of-Way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and for
remodels with a value at or exceeding$ -pursuant to Code Section
18.40.030. . .
Dedication required as follows.:
.
Attached please find an applicétion form and submittal checklist for the dedication
process. Provide the completed application form and the requirements* on the
checklist at the time of resubmittal.
Dedication completed by Date:__________
IMPROVEMENT REQUIREMENTS
7a. All needed public improvements upon and adjacent to the building site must be
constructed at time of building constructiOn whenever the value of the construction
exceeds $ -pursuant to Code Section 18.40.040.
Public improvements required as follows:
Please have a registered Civil Engineer prepare appropriate improvement plans and.
submit them together with the requirements on the attached checklist for a separate
plancheck process throughthe Engineering Department. Improvement plans must be
approved, appropriate securities posted and fees paid prior to issuance of permit.
Attached please find an application form and submittal checklist for the public
improvements requirements.. Provide the completed application form and the
requirements on the checklist.at the time of resubmittal.
Improvement Plans signed by: . . Date:
P:60CS\CHKLSflBPOOO1.FRM Page 2 of 4 . REV 05/11/94
BUILDING PLANCHECK CHECKLIST
Construction of the public improvements may be deferred pursuant to code Section
18.40. Please submit a recent property title report or current grant deed on the
property and processing fee of $ so we may prepare the
necessary Future Improvement Agreement. This agreement must be signed, notarized
and approved by the City prior to issuance of a Building Permit.
Future public improvements required as follows:_____________________________
Improvement Plans signed by: Date:___________
O 0 0 7c. Enclosed please find your Future Improvement Agreement. Please return signed and
notarized Agreement to the Engineering Department.
Future Improvement Agreement completed by:
Date:
7d. No Public Improvements required. SPECIAL NOTE: Damaged or defective
improvements found adiacent to building site must be repaired to the satisfaction of
the City lnsøector prior to occupancy.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section 11.06:030
of the Municipal Code.
0 0 8a. Inadequate information available on Site Plan to make .a determination on grading
requirements. Include accurate grading quantities (cut, fill import, export).
O 0 0 8b. Grading Permit require.d. A separate. grading plan prepared by a registered Civil
Engineer must be Submitted together with the completed application form attached.
NOTE: The Grading Permit must be issued and rough grading approval obtained prior
to issuance of a Building Permit.
Grading Inspector sign off by:
12/O 0 8c. No Grading Permit required.
Date:
P:DocscHKLs1\BP0001.FRM Page 3 of 4 REV 05/11/94
BUILDING PLANCHECK CHECKLIST
MISCELLANEOUS PERMITS
W 2nd,/ 3rd,/ 1400 9. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or
private work adjacent to.the public Right-of-Way. Types of work include, but are not
limited to: street improvements, trees, driveways, tieing into public storm drain, sewer
and water utilities:
Right-of-Way permit required for ,
A separate Right-of-Way permit -issued by the Engineering Department is required for
the following:
O 0 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee
is noted in the fees section on the following page.
0 0 ii. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial
ff4 Waste Permit Application Form and submit for City approval prior to issuance of a
Permit. •
Industrial waste permit accepted by: Date:
P:DOCSCHKLST\BP00O1.FRM Page 4 of 4 REV 05/11/94
ENGINEERING DEPARTMENT ENGINEERING REVIEW SECTION
RECALCULATION WORKSHEET
Estimate based on unconfirmed information from applicant.
Calculation based on building plancheck plan submittal.
Address: Bldg. Permit No._________________________
Prepared by: Date: Checked by:• Date:_____________________
EDU CALCULATIONS: List types and square footages for all uses.
Types of Use: Sq. Ft.: . EDU's:____________________
Total EDU's:______________________
ADTCALCULATIONS:. List types and square footages for all uses.
Types of Use: Sq. Ft.: ADVs:_______________________
Total ADTs:________________
FEESREQUIRED:
PUBLIC FACILm REQUIRED 0 YES 0 NO (See Building Department for amount)
A~CF 0 YES (no bridge & thoroughfare fee, 0 NO • .
reduced Traffic Impact Fee)
0 1.PARK-lN-UEU FEE PARK AREA:. .
FEE/UNrr: X NO. UNITS:
O 2.TRAFFIC IMPACT FEE
ADTs:
.
X FEE/ADT:
3. BRIDGE AND THOROUGHFARE FEE . S
Aors: X FEE/ADT:_________
. FACILITIES MANAGEMENT FEE ZONE:. .
SQ.FT.: _. . X FEE/SQ.FT.:________
S. SEWER FEE . . . . .
PERMIT No.
EDU's: X FEE/EDU:_______
BENEFIT AREA: . DRAINAGE BASIN:.
EDU's: X FEE/EDU:_______
O S. SEWER LATERAL ($2,500 DEPOSIT)
0 7. WATER FEE
EDU's: . X FEE/EDU: =$_____________
TOTAL OF ABOVE FEES*:$
Lmin-amoz: This calculation sheet Is NOT a complete list of all fees which may be due.
P:\D0CS\MlSF0RMS8P0002.FRM . . . . REV 04/12/94
PLANNING CHECKLIST
Plan Check No. qq- 6' Address V&\cover c+.
Planner DAVID RICK V Phone 438-1161 ext. 4328 V
(Name)
APN: I(1- LJLJ)
Iry Type of Project and Use Ke5 0Or'i
Zone Facilities Management Zone
CFD(infodt) #___________ cir (It property in, complete SPECIAL TAX CALCULATION
WORKSHEET provided by Building Department.)
V Legend
e ;
&
V
V Item Complete
V
V
Item Incomplete - Needs your action
1, 2, 3 Number in circle indicates plancheck number where deficiency was
0/0 0
V identified V
V
V
Environmental Review Required: YES - NO 'YPE______
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
0 Discretionary Action Required: YES - NO
APPROVAIJRESO. NO. DATE: V V
PROJECT NO.
V
V
OTHER RELATED CASES: V
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
California Coastal Comm 'on Permit Required: YES - NO V
DATE OF APPROVAL: V
San Diego Coast District, 3111 Camino Del Rio Nôrth, Suite 200, San Diego, CA. 92108-1725
(619) 521-8036 V V
Compliance with conditions of approval?' If not, state conditions which require action.
Conditions of Approval V V
0 [ñclusionary Housing Fee required: YES NO
(Effective date of Inclusionary Housing Ordinance May 21, 1993.)
Site Plan: .
0 0 1. Provide a fully dimensioned site plan drawn to scale. Show: North
arrow, property. lines, easements, existing and proposed structures,
streets, existing street improvements, right-of-way width, dimensioned
/C3
. setbacks and existing topographical lines.
0 2. Provide legal description of property, and assessor's parcel number.
Zoning
I/ C3 0 Setbacks:
Front:. Required . 20 Shown
Int. Side: Required 47' Shown ' 2"
Street Side: Required # Shown 4/A-
Rear: . Required 1,3. g' Shown
0 Lot coverage: . Required 'Shown 22Ji
(i'i] 0 Height: Required / Shown 22J'6 "
0 4. Parking: Spaces Required 2 cmrt..L Shown ..?
Guest Spaces Required Shown
0 0 0 Additional Comments
01< TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE 5-&AW
PLNCK.FRM
FINAL REPORT OF TESTING AND OBSERVATION
SERVICES DURING MASS GRADING OPERATIONS
FOR
CARLSBAD TRACT NO. 74-4
(SPINNAKER POINT)
For
STANDARD PACIFIC OF SAN DIEGO
San Diego, California
By
GEOCON, INCORPORATED
San Diego, California
September, 1983
DD1JB1Jj
GEOCON
INCORPORATED
Geotechnical Engineers and
Engineering Geologists
I
File No. D-0684-M02
September 13, 1983
Standard Pacific of San Diego
7920 Clairemont Mesa Boulevard
San Diego, California 92111
Attention: Mr. Sam Thompson
Subject: CARLSBAD TRACT NO. 74-4
(SPINNAKER POINT)
CARLSBAD, CALIFORNIA
LOTS 1-68, 155-193 and 207-224
FINAL REPORT OF TESTING AND OBSERVATION
SERVICES DURING MASS GRADING OPERATIONS
Gentlemen:
In accordance with your request, we have provided testing and observation
services during the mass grading of the subject subdivision. Our services
were performed during the period of January 21, 1983 through July 19, 1983.
The scope of our services included the following:
I . Observing the grading operations including the installation
of subdrains, buttress f ills and the removal and/or process-
ing of loose topsoils, uncompacted fill and alluvium.
Performing in-place density tests in the placed and compacted
fill.
I • Performing laboratory tests to aid in evaluating the
compaction, shear strength, expansion and grain size
characteristics of various soil conditions encountered.
AN • Preparation of an as-graded geologic map.
Preparation of this report.
General -
The grading contractor for the project -was the Templeton Grading
Corporation. Grading was to be accomplished in accordance with the Grading
Plans prepared by Rick Engineering Company and dated January 18, 1983. The
geotechnical report dated November 6, 1976 for the project was prepared by
Geocon, Incorporated.
6960 Flanders Drive
San Diego, CA 92121-2974
619 558-6900
FAX 619 558-6159
(711,
WA File No. D-0684-M02
September 13, 1983
References to elevations and locations, herein, are based on surveyor's
stakes in the field and extrapolation from the referenced Grading Plans.
Li Grading
- Prior to the commencement of grading for a particular cut or fill area, the REM surface was cleared of brush and major vegetation which was then exported
from the property. Loose topsoils, existing uncontrolled fill soils and
alluvial soils in areas to receive fill were removed to firm natural
ground. The exposed ground surface was then scarified and moisture
conditioned in preparation to receive fill. Fill soils derived from onsite
cutting operations were then placed and compacted in layers until the
desired final grade elevations were attained. In-place density tests, in
Rd accordance with ASTM D1556 were performed during the filling process. The
results of these tests are summarized on Table II and indicate that a
relative compaction of at least 90 percent was being obtained. Table I
presents a summary of the laboratory tests to determine the maximum dry
density and optimum moisture content of the various fill soils encountered.
These tests were performed in accordance with ASTM D1557-70, Method C.
U Finish Grade Soil Conditions
During grading, building pads which encountered clayey soils at grade were
undercut 2 feet and capped with granular soils. Fill pads were also capped
with at least 2 feet of granular soils. The degree of expansion of the
prevailing finish grade soil condition for each lot in each subdivision is
discussed in the Conclusions and Recommendations of the report, page 4.
In addition to the capping of building pads described above, the cut
portion of those pads which contained •a cut-fill transition within the
building area was undercut at least 2 feet and replaced with compacted fill
soil._
Subdrains
Subdrains were installed at the general locations shown on the enclosed
I site plans.
Buttress Fill
A stability fill was constructed during the site grading in the area of. the
cut slope located south of Lots 39 through 43. A subdrain was provided for
- this fill which exits the fill slope behind Lot 44.
Soil and Geologic Conditions The soil and geologic conditions encountered
during grading were found to be similar to those described in the project
geotechnical reports. Medium dense to dense, silty, very fine sands and
-2-
j File No. D-0684-M02
September 13, 1983
claystones of the Santiago Formation were exposed generally below elevation
305. Medium-grained sandstone of a Pleistocene terrace deposit was
encountered above elevation 305 feet.
Several minor faults were observed within the area that received a
stability fill adjacent to Lots 39 through 43. The enclosed reduced copies
of. the project grading plans depict the as-graded soil and geologic
conditions observed. In addition, the approximate location of subdrains
are shown. Bedding within the geologic formations was observed to be
massive and near horizontal. No soil or geologic conditions were observed
during grading which, in our opinion, would preclude the continued
development of the property as planned.
It should be noted that the enclosed reduced grading plans may not present
the actual as-graded elevations and contours.
-3-
U11 .
File No. D-0684-M02
September 13, 1983
ISM
CONCLUSIONS AND RECOMMENDATIONS
fi Based upon laboratory test results and field observation, it is our opinion
-'3 that the prevailing soil conditions within 2 feet of finish grade consists
of low to moderately expansive soils as defined by HUD/FHA expansive soil
p eriteria.
Low expansive conditions, Lots 1-20, 22-56, 62, 63, 155, 158-161,
163, 164,
180, 181
166, 167, 170-172, 214-224,
Moderate expansive soil conditions, 21, 57-61, 156, 157, 64, 65,
162, 165, 168-169, 173-179, 182-193,
I
i. Based on our observations, it is our opinion that the subject lots have
been satisfactorily graded in accordance with the recommendations contained
in our "Soil and Geologic Investigation, Quail Ridge, Carlsbad, California"
dated November 5, 1976 and our addendum letters dated December 15, 1982 and
1 January 6, 1983.
We recommend that footings -founded in low expansive to moderately
P expansive soils with potential swells of less than 6 percent be designed
for an allowable soil bearing pressure of 2000 psf at at depth of 12 inches
below lowest adjacent grade. Footings should have minimum widths of 12
I
inches. This pressure may be increased by up to one-third for transient
loads such as wind or seismic forces.
Continuous footings placed in moderately expansive soils should be
reinforced with two No. 4 reinforcing bars, one placed near the top of the
footing and one placed near the bottom.
P 4. Reinforcement of foundations placed in low expansive soils possessing a
potential swell of less than 2 percent is optional. Previous experience
with similar soil conditions indicates that minimal reinforcement of
I
foundations and slabs located where low expansive soil conditions are
present is effective in minimizing minor distress caused by soil volume
changes related to moisture changes and minor settlement.
S. Concrete slabs-on-grade should have a nominal thickness of 4 inches and
should be reinforced with 6x6-6/6 welded wire mesh over moderately
expansive soils and 6x6-10/10 welded wire mesh over low expansive soil.
The slabs should be underlain by 4 inches of sand. Where moisture sensitive
floor coverings are planned, a visqueen moisture barrier with a 1-inch sand
covering should also be employed. It is our opinion that materials within
2 feet of finish grade on Lots 1-20, 22-56, 62, 63, 155, 158-161, 163, 164,
166, 167, 170-172, 180, 181, and 214-224 may be classified asd silty sands
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File No. D-0684-M02
September 13, 1983
(SM) or gravelly sands (SW) and, therefore, meet the FHA/HUD specifications
for base course materials outlined in the Minimum Property Standards.
The recommended reinforcement presented above is based on- soil condi-
tions only and is not intended to be in lieu of reinforcement necessary to
satisfy structural loadings.
Footings located within 5 feet of the top of slopes should be extended
in depth until the outside bottom edge of the footing is at least 5 feet
from the face of the slope.
It is recommended that all canyon drain outlets be inspected after
completion of landscaping to verify that they have not been blocked or
buried during fine grading operations. Our office should be notified to
perform this inspection.
It is recommended that the soil engineer observe all footing excavations
to verify that the soil, conditions exposed in these excavations are the
same as those exposed at finish grade.
Any additional grading performed at the site should be done under our
observation and testing. All trench backfill, material in excess of 12
inches deep should be compacted to at least 90 percent relative compaction.
This office should be contacted at least 48 hours prior to commencing
additional grading or needing backfill testing.
LIMITATIONS
The conclusions and recommendations contained herein apply only to our work
with respect to grading, and represent conditions at the date of our final
observations on July 19, 1983. Any subsequent grading should be done under
our observation and testing. As used herein, the term "observation" implies
S only that we observed the progress of the work we agreed to be involved
with. Our conclusions and opinions as to whether the work essentially
complies with the job specifications are based on our observation
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experience and test results. Subsurface conditions, and the accuracy of
tests used to measure such conditions, can vary greatly at any time. We
make no warranty, expressed or implied, except that our services were
performed in accordance with engineering principles generally accepted at
5 this time and location.
We will accept no responsibility for any subsequent changes made to the
site by others, by the uncontrolled action of water, or by the failure of
others to properly repair damages caused by the uncontrolled action of
water.
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September 13, 1983
If you have any questions regarding our recommendations or if we may be of
further service, please contact' the undersigned.
I Very truly yours,
GEOCON, INCORPORATED
I Thomas V. Langpap Michael W. Hart
RCE 20427 CEG 706
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