HomeMy WebLinkAbout2082 TRUESDELL LN; ; CB940324; PermitBUILDING PERMIT
RAM
Issue
S
Permit No: CB940324
Project No: A9400459
Development No:
67O 04/2a'94 DCi. IL
3C
04/28/94 09:29
1 Page 1 of I
Job Address: 2082 TRUESDELL LN Suite:
Permit Type: RESIDENTAL ADD/ALT
Parcel No: 167-180-24-00 Lot#:
Valuation: 25,000
-Construction Type: VN
Occupancy Group: R3 Ref erence#:
Description: 369 SF IS ADDN + KITCHEN REMDL
Fee description
Building Permit
Plan Check
Strong Motion Fee
* BUILDING TOTAL
Enter "Y e' for Plumbin,
Gas Piping System
* PLUMBING TOTAL
Enter "Y" for Electric
Enter "1" for Remodel
* ELECTRICAL TOTAL
Appl/Ownr : RMF DEVELOPMENT
P 0 BOX 421
ESCONDIDO, CA 9203
Fees Required -*
Fees: 466.00
Adjustments: / .0'0 V,.. TotaCr
Total Fees: 466(00.. aym
lance
ected & Credits
.00
164.00
302.00
Ext fee Data --------------
252.00
164.00
3.00
419.00
20.00 Y
7.00
27.00
10.00 Y
10.00 Y
20.00
7.00
Status: ISSUED
Applied: 03/23/94
Apr/Issue: 04/28/94
Entered By: DC
619 74723366
IftLAPPROt/,
INS DATE.
CLEARANCE ____
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
..A.Ji'l IIUtL. ILIlt
NAME ?#? j9eLIe'eoJ9,J
CITY
ADDRESS g0x I,' Z/
STATEe2 ZIP CODE q).o23 DAY TELEPHONE 74I
PERc hjcr
City of CarLsbad Building Department
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 L
S
I. PERMIT TYPE
A - U Commercial U New Building U Tenant Improvement
B -0 Industrial 0 New Building 0 Tenant Improvement
C - Q4esidential 0 Apartment 0 Condo lZ34igle Family Dwelling 1110 dition/A1teration
0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing
0 Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other__________
OT AM ('LIVt'V lkTf% '9' -
ESf.VAL _ 507-0 Q-07-0
PLAN CE DEPOS / (, A/
VALID. BY fl'
DATE b
253 ''3 '9
FOR OFFICE USE ONLY
aaress oga 7547e4L. A.X ioing or buite P40.
Nearest Cross Street O')/2 0e
02 Energy Calcs 02 Structural Calcs 02 Soils, Report 0 1 Addressed Envelope
ASSESSOR'S PARCEL 167 IYQ X EXISTING USE P C PROPOSED USE 'P <
DESCRIPTION OF WORK
SQ. Fr. 3 ? # OF STORIES j
i. U.JNIAt.d 1'ERNJN (if different from applicant;
NAME ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
4. APPUCANT L'CI)NTHACIUR U AGENT FOR CONTRACTOR Li OWNER U AGENT FOR OWNER
NAME 'h/p- '-8) ADDRESS ,$4i
CITY 4' • STATE '' L ZIP CODE 7.a.z 7 DAY TELEPHONE --
. rw.jrrjtl I UVWN
NAME (e*JOh I#1 ADDRESS A062 0a,,4Z-1)1.
CITY IS ô'o.J STATE ZIP CODE DAY TELEPHONE
STATE LIC. &..5 IV X I LICENSE CLASS CITY BUSINESS LIC. #
C-FCe') 7
CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. #
7. WORKERS' WMPENSAI1ON
Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director of industrial
Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified
by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C).
INSURANCE COMPANY POLICY 7Y03'3 EXPIRATION DATE . / 9 5'
so as to become subj t to he Workers' Compensation Laws of California.
NATURE DATE 3'2/
Owner-Builder Declaration: I hereby affirm that I am exempt From the Contractor's License Law for the following reason:
O 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.).
E3 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions
Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects
with contractor(s) licensed pursuant to the Contractor's License Law).
0 I am exempt under Section Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the
provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code)
or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars [$500]).
SIGNATURE DATE
COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and
prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
DYES DNO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES 0 N
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 (XXI1WANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT
HAS MET OR IS MEETING THE REQUIREMENTS OF TIlE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLU1ION CONTROL DISTRICT.
9. WNSThUCI10N LENDING AGENCY
I hereby affirm that there is a construction lending agency [or the performance of the work for which this permit is issued (Sec 3097(i) Civil Code).
LENDER'S NAME ,t/.4' LENDER'S ADDRESS
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 UABIU11ES JUDGMENTS COSTS
AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over S'O" deep and demolition or construction of structures over 3 stories in height.
Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the
building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by
such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code).
APPLICANT'S SIGNATURE /) DATE: __
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB940324 FOR b9/15/94 INSPECTOR AREA PD
DESCRIPTION: 369 SF 15 ADDN + KITCHEN REMDL PLANCK# CB940324
0CC GRP R3
CONSTR. TYPE VN
STE: LOT:
PHONE: 619 747-3366
PHONE :
INSPECTO D/L
TOTAL TIME:
CD • LVL DESCRIPTION ACT COMMENTS
19 ST Final Structural • 4i12 ______________________________
29 PL Final Plumbing
39 EL Final Electrical • ______________________________
49 ME Final Mechanical
***** INSPECTION HISTORY *****
DATE DESCRIPTION • ACT INSP. COMMENTS
070794 Interior Lath/Drywall AP PD
070194 Shear Panels/HD's AP PD
070194 Insulation AP PD
062794 Frame/Steel/Bolting/Welding AP PY
062794 Gas/Test/Repairs AP PY
062794 Roof/Reroof AP PY
062794 Shear Panels/HD's AP PY
062794 Rough Electric AP PY
062794 Rough/Ducts/Dampers AP PY
052594 Ftg/Foundation/Piers : • AP PD
TYPE: RAD
JOB ADDRESS: 2082 TRUESDELL LN
APPLICANT: RNF DEVELOPMENT
CONTRACTOR:
OWNER:
REMARKS: MW/RICK/747-3366
SPECIAL INSTRUCT: RECHECK
Pane No 1 nf 1 Prnas
Co PROPOSAL AND
ACCEPTANCE
—k, •P-19
PROPOSAL SUBMITTED TO PHONE DATE
Carol Hardin 729-2683 Dec.15, 1993
STREET JOB NAME
2082 Truesdale Lane Room Addition -
CITY, STATE AND ZIP CODE JOB LOCATION
Cr1Sbp 2000 . Same
ARCHITECT • DATE OF PLANS JOB PHONE
We hereby submit specifications and estimates for:
room.
dooin_dining_room_andtnish_opening.Rerpove_wa4_and_w4n4o lot _t44áepook_.area
_tQQpento_newianUoonL_RemoMe_existiig_wizIdbLthJ(.ttcbcn to cto..new-open4ng
app ace old
rooM
to_have_one_6!_X_4!Udi4g_gass..wtndow_tnsta.l.l.ed_on_wostwa1 1., one-4f-x4!_s.l4d4.rg
El
RaD1ngJotop_aniLxocLLJnJ2_pitch_oo_new_fami1y room. Pewiny1_.f1aoriag.4nstaUed
and nook . r.nntrtp patio_slabs
CALIFORNIAONLY:0ff both new do.ots. Ins..ta]i_new_cancre.te_sLtep. to l ower- leveL
NOTICE To OWNER: Contractors are required
by law to be licensed and regulated by the —All _p1ans_and_permits.,jii&te.ri al andJiabor necesary to_complete
contractors' state license board. Any -
Jhose a.boeproj.eciate_inciu.de..tiii-thi s proposal. efenad to the regiar of the board
address is: Contractors' State Ucense Board,
9835 Goethe Rd.. Sacramento, CA 95827. -
We Propose hereby to furnish material and labor—complete in accordance with above specifications, for the sum of:
Twenty - five Thoudand - - - - - - - - - - - - - - - - - - - --- -dollars($25,000.00
Payment to be made as follows:
Mutual agreement between owner and contractor
All material Is guaranteed to be as specified. All work to be completed In a workmanlike manner A êI U. orlzw according to standard practices. Any alteration or deviation from above specifications Involving
extra costs will be executed only upon written orders, and will become an extra charge over and olgflaiure above the estimate. All agreements contingent upon strikes, accidents or delays beyond our
control. Owner to carry fire, tornado and other necessary insurance. Our workers are fully Note: This proposal may be / 4/ covered by Workmen's Compensation Insurance. withdrawn by us if not accepted within ' / days.
"
Acceptanèe. of Proposal -The above prices, specifications and
conditions are satIsfaci, and are hereby accepted. You are authorized to do the work as specified. Payment'vlll be made as outlined above. Signature
)
Date of Acceptan -
/c/j Signature
C
PAC-3 440. r
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 5601468
DATE:
r\J) JURISDICTION:
?LAN cHECK NO: 93Z 4f SET: 1r
PROJECT ADD RESS:22 6. 2 Ti--'3 Oela" Lo
I! / )%. iJ- PRoJECT NAME: •i 44/ iO-?i
URISDICT
PLAN CHECKER
FILE COPY
UPS
DESIGNER
The plans transmitted herewith have been corrected where LLXL necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comolv El with the jurisdiction's building codes when minor deficien-
cies identified are resolved and
checked by building department staff. -
0,. The plans transmitted herewith have significant deficiencies U identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
F-1
The check list transmitted herewith is for your information. ' The plans are being held at Esgil Corp. until corrected
olans are submitted for recheck.
The apolicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
E! Esgil staff did not advise the applicant contact person that
olan check has been comoleted.
Esgil staff did advise applicant that the :)!an check has
been completed. Person contacted:
Date contacted: - Telephone IkI ,
El REMARKS,: /
By: Enclosures:
SGIL CORPORATION
OGA 0C.1 C1 PC
E.SGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: 3Q -9f
JURISDICTION: CARLSBAD
PLAN CHECK NO: 91/324' SET: L
PROJECT ADDRESS: ////,
PROJECT NAME: i-;i
flAPPT
..JURISDICTION
LJPLAN CHECKER
OFILE COPY
D UPS
fl DES I G N ER
r— The plans transmitted herewith have been corrected where U necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially cornolv
with the jurisdiction's -building codes when minor deficien-
cies identified are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies Li identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
ç The check list transmitted herewith is for your information.
'. The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
Ej t The applicai's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The apolicant's copy of the check list has been sent to:
Esgil staff did not advise the applicant contact person that
plan check has been completed.
1 Esgil staff did advise applicant that the plan check has
been cornpletã Person contacted:
Date contacted: 3,1'7 69 Telephone "oy
U REMARKS: 11
By: losures:
IL CORPORATION /
DGA El CM OPC
PLAN CHECK NO: q- 3 ?
JURISDICTION: CITY OF CARLSBAD
TO: Fri
ENCLOSURES:
PROJECT ADDRESS: _Z0E5cIVLeS £'e// L1
FLOOR AREA: 3 (0 \5-F
STORIES:
HEIGHT: ' Al "it
REMARKS:
PLAN CORRECTION SHEET
CITY OFCARLSBAD
SINGLEFAMILYANDDUPLEXDWELLINGS
Date plans received by jurisdiction:
,L-2, L(
Date p1 ns re eived by Esgil Corporation
13 1-1-519 V
FOREWORD: PLEASE READ
Plan check is limited to technical
requirements contained in the Uniform
Building Code, Uniform Plumbing Code,
Uniform Mechanical Code, National
Electrical Code and state laws regulating
energy conservation, noise attenuation
and access for the handicapped. The plan
check is based on regulations enforced by
the Building Inspection Department. You
may have other corrections based on laws
and ordinances by the Planning
Department, Engineering Department or
other departments.
Present California law mandates that
residential construction comply with
Title 24 and the following model codes:
1991 UBC (eff. 8/14/92)
1991 UPC (eff. 8/14/92)
1990 NEC (eff. 7/1/91)
1991 UMC (eff. 8/14/92)
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), 1991 Uniform Building Code, the
approval of the plans does not permit the
violation of any state, county or city
law.
To sneed uo the recheck orocess, note on
this list (or a cony) where each
correctionitemhasbeenaddressedi.e.,
plan sheet, soecification, etc. Besure
toenclosethemarkeduolistwhenyou
submit the revised clans.
Date initial plan check completed: -
3/3O/'Y sy:j9&
Applicant contact person:
k c/YSi2Y Telephone:_
NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDING CORRECTIONS WERE DELETED.
I List No. 2, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1991 UBC)
PLANS a' Submit fully dimensioned plot plan,
/ drawn to scale, showing location,
i. please make all corrections on the size, and uses of all existing and
original tracings and submit two new proposed structures on the lot.
sets of prints, to: Identify property lines and show lot
dimensions and all easements. Section
( Esgil Corporation, 9320 Chesapeake 302(d).
Drive, Suite 208, San Dieoo,
California 92123, Indicate distance from property lines
Ili - Pleas make alcorrectos on the
(619) 560-1468. to the oroposea build ng Section
original tracings and submit two new ,O. On the cover sheet of the plans,
sets of prints, to: / specify any items requiring special
insoection, in a format similar to
The jurisdiction's building that shown below. Section 302(c).
department.
REQUIRED SPECIAL INSPECTIONS
. Indicate on the Title Sheet of the In addition to the regular
plans the name of the legal owner and insoections, the following checked
name of the oerson resoonsible for the items will also recuire Soecial
preparation of the plans. Insoection in accordance with Sec.
Section 302(a)7. 306 of the Uniform Building Code.
5'. All sheets of plans must be signed by ITEM REQ. IF
( the person responsible for their CHECKED
preparation. (California Business and SOILS COMPLIANCE
Professions Code). PRIOR TO
FOUNDATION INS?.
,S. Plans, specifications and calculations
shall be signed and sealed by the STRUCTURAL CONCRETE
California state licensed engineer or OVER 2500 PSI
architect responsible for their
preparation, for plans deviating from PRESTRESSED STEEL
conventional wood frame construction.
Specify expiration date of license. FIELD WELDING
(California Business and Professions
Code). HIGH STRENGTH BOLTS
0 Specify on the Title Sheet of the EXPANSION ANCHORS
plans the Cross floor area of each
element of this project, including SPECIAL MASONRY
dwelling, garage., carport, patio, deck
and balcony. Sectoq 302(d). SPRAYED-ON FIRE
PROOFING - (J Provide a statement on the Title Sheet
of the plans that this project shall PILES/CAISSNS
comply with Title 24 and the 1991 UBC,
UNC and UPC and 1990 NEC. DESIGNER-SPECIFIED
OTHER
11/18/93 Z 2
y{ 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."
i. 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.
FIRE PROTECTION
Exterior walls closer than 3 feet to
property lines shall be one-hour
rated construction and have no
openings. Table 5-A.
/4. Exterior walls closer than 3 feet to
/ a property line shall have 30 inch
parapets when the floor area per
floor exceeds 1,000 square feet. See
Section 1710 for possible exception.
Projections, including eaves, may
/ not extend more than 12 inches into
the 3 foot setback from the property
line. Section 504(b).
Eaves over required windows shall be
/ not less than 30 inches from the
side and rear property lines.
Section 504(a).
17 /Projections, including eaves, shall / be one-hour fire-resistive
' construction, heavy timber or of
noncombustible material if they
project into the 3' setback area
from the property line. Section
1711.
4'. Plastic skylights shall not be
/ installed within that portion of a
roof located within a distance to
property line where openings in
exterior walls are prohibited or
required to be protected. Section
5207 (a) 7.
19 Show locations of permanently wired
smoke detectors with battery backup:
'5t.Z o 4-Is-a
Inside each bedroom.
Centrally located in corridor or
area giving access to sleeping
rooms.
On each story.
In the basement, if part of the
dwelling unit.
When sleeping rooms are upstairs,
at the upper level in CICse
proximity to the stair.
In rooms adjacent to hallways
serving bedrooms, when such rooms
have a ceiling height 24 inches
or more above the ceiling height
in the hallway.
NOTE: Detectors shall sound an alarm
audible in all sleeping areas of he
unit. Section 1210
1G20". When the valuation a room
addition or reoair exceeds $1,000,
or when sleeping rooms are created,
smoke detectors shall be provided
per item 19 above, except that smoke
detectors added at existing
construction need only be battery
powered. Section 1210.
GENERAL RESIDENTIAL REQUIREMENTS
21. Habitable rooms, other than
/ kitchens, shall contain at least 70
square feet of floor area. At least
one room shall have not less than
120 so.iare feet of floor area.
Section 1207 (b)
27 No habitable room, other than a
/ kitchen, shall be less than 7'0" in
any dimension. Section 1207 (C).
Sleeping rooms shall have a window
or exterior door for emergency exit.
Sill height shall not exceed 44"
above the floor. The window must
have an openable area of at least
5.7 square feet with the minimum
openable width 20" and the minimum
openable height 24". Section 1204.
24' Basements in dwelling units shall / comly with the above (even if not
designated as sleeping rooms)
Section 1204.
11/16/93 . 3
Window area must be at least 1/10 of
/ the floor area and a minimum of 10
square feet per Section 1205 (b).
Appears to be deficient in
34 Dimension on the plans 30" clear
width for water closet compartments
and 24" clearance in front of water
closet. Section 511 (a)
Show safety glazing in the following
locations, per Section 5406(d):
Where the nearest edge of glazing
is within a 24-inch arc of either
side of a docr in a closed
Dosition (unless there is an
intervening wall between the coo:-
and the glazing or if the glazing
is 51 -0" or higher above the
walking surface)
Glazing greater than 9 square
feet with the bcttom edge less
than 18" above the floor and the
too edge greater than 36" above
the floor (unless c*he glazing is
more than 36" horizcntally away
from walking surfaces or if a
complying protective bar is
installed)
Glazing in shower and tub
enclosures (including windows
within 5 feet of tub or shower
floor).
Walls and floors separating units in
a duplex shall be of one-hour fire-
resistive construction. Provide
details of the assemblies. Section
1202(b).
37. A mezzanine is an intermediate floor
7 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 44" in
height. Section 1717.
The loft you show does not comply as
7 a mezzanine floor and is, by Uniform
Building Code definition, a story.
Section 1717.
4. Dwellings used for daycare for 7 to
/ 12 children shall comply with the
special requirements in Chapter 12
of Title 24.
Openable window area in habitable / rooms must be 1/20 of the flcor area
and a minimum of 5 square feet. In
bathrocrns, laundry rooms and similar
rooms, 1/20 of area is reauired and
minimum is 1.5 sq. ft. Section 1205
(c).
*27 At -least: 1/2 of the ccrnon 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 from an adjacent room.
Section 1205 (a)
2. Required windows shall not open into / a roofed porch unless the ceiling
height is at least 7 feet, the
longer side is at least 65 open,
and the porch abuts a street, yard
or court.
Section 1.205 (a)..
Provide mechanical ventilation
capable of providing five air
changes per hour in bathrooms, water
closet compartments, laundry rooms
and similar rooms if required
openable windows are not provided.
Section 1205 (c).
Note that the discharge point for
exhaust air will be at least 3 feet
from any opening into the building.
Section 1205(c).
'. Ductless fans cannot be used in
/ bathrooms if a tub or shower is
present. Section 1205(c).
3,2'. Show that ceiling height for / habitable rooms is a minimum of
7'6". Section 1207 (a).
\ 3,3'. Show ceiling height for laundry
/ rooms, hallways, corridors, and \ bathrooms is a minimum of 71 0".
Section 1207 (a).
7.
11/16/93 4
EXITS, STAIRWAYS, AND RAILINGS 49' Every stairway landing shall have a
dimension, measured in the direction
4. Floors above the second story shall of travel, at least equal to the
have not less than 2 exits. stairway width. If a door occurs at
Exceptions: 1. Occupied roofs may the landing, such dimension need not
have one exit if such occupied areas exceed 36 inches. Section 3306 (g).
are less than 500 square feet and 3304 (i)
located no higher than immediately 7 above the second story. 2. When the 47. An interior door may open at a
third floor within a unit does not landing that is not more than 8"
exceed 500 sq. ft., only one exit lower than the floor level, provided
need be provided. Section 3303(a). the door does not swing over the
landing. Section 3304 (i)
41/Required exit doorways shall be not ' less than 36" in width and not less 4B. Provide details of winding stairway
than 61 8" in height. / complying with Section 3306 (d)
4,2< Provide 36" high protective railing Minimum tread is 6 inches at any
for porches, balconies, and open point and minimum 9 inches at a
sides of stair landings. Openings point 12 inches from where the
between railings shall be less than treads are narrowest.
4". The triangular openings formed Maximum rise is 8 inches.
by the riser, tread and bottom Minimum width is 36 inches.
elements of a guardrail at a stair / shall be less than V. Section 49. Provide spiral stairway details, per
1712. Section 3306 (f)
0. Show how guardrail connection . a. Minimum run is 7-1/2 inches
.7 details are adequate to support 20 measured at a point 12 inches
pounds per lineal foot at a right from where the treads are the
angle to the top rail. Table 23-3. narrowest.
b. Maximum rise is 9-1/2 inches.
/44. Provide stairway and landing Maximum clear opening between
details. Section 3306 (b), (c) and risers is 6 inches.
(o). c. Minimum headroom is 6 feet 8
a. Maximum rise is 7" and minimum inches.
run is 11". When the stairs d. The tread must provide a clear
serves less than 10 occupants, or walking area measuring at least
serves an unoccupied roof, rise 26 inches from the outer edge of
may be 8" maximum and run 9" the supporting column to the
minimum, inner edge of the handrail.
Minimum headroom is 61 -8".
Minimum width is 36". ,'O. Spiral stairways may not be used for
required exits when the area served
5. All handrails, per Section 3306 (i), is greater than 400 sq. ft. Section
shall satisfy the following: / 3306 (f)
Provide handrail for stairways / with 4 or more risers. 51. Provide I.C.B.O. Research Report and
Handrails and handrail extensions / number for metal stairway, or submit
shall be 34" to 38" above the plans and calculations and approved
nosing of treads. fabricator registered with the
The handgrip portion of handrails building department or note that the
shall be not less than 1-1/211 , stairway fabrication plans shall be
nor more than 2" in cross- submitted to and approved by the
sectional dimension. building official prior to
Except for stairs serving only installation.
one tenant, handrails shall be
extended 12" beyond the top and
bottom of the stair.
11/16/93 5
52'. Exterior stairways shall not project / into the 3 foot setback from the
property lines. Section 3306 W.
51. The walls and soffits of the
/ enclosed usable space under interior
stairs shall be protected on the
enclosed side as required for one-
hour fire-resistive construction.
Section 3306 M .
54uiithifl units, show that corridors
have a minimum width of 36 inches.
Section 3305 (b) .
ROOFING
s'I. Specify roof material and
' application. Chapter 32.
58. Specify I.C.3.O. or U.L. approval
number for roof materials not
covered inU.3.C., e.g., tile, etc.
Section 107.
Specify minimum 1/4 inch per foot / roof slope for drainage or design to
support accumulated water. Section
3207 (a) and Section 2305 M .
Show roof drains and overflows.
Section 3207.
6X' Provide skylight details to show
/ compliance with Sections 3401 and
5207 or provide I.C.B.O. approval
number.
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
"CCI" material) . Section 5207 (a) 6.
Show attic ventilation. Minimum
I' 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 area' required and
area provided. Section 3205 (c).
/4. Note on the plans: "Attic
ventilation openings shall be
covered with corrosion-resistant
metal mesh with mesh openings of
1/4-inch in dimension." Section
3205(c).
CONCRETE AND MASONRY
/5- Provide fireplace constructicr.
details or note construction to be
per attached fireplace standard
drawing. Chapter 37.
Shcw anchored veneer support and
connections attached to wood in
Seismic Zones 3 and 4, comply with
Section 3006 (d)1 and Section 2515
(a). Show ties and 9 wire in
horizontal joints, etc.
Shcw height and construction details
of all masonry walls. Chapters 24
and 26.
( Shcw floor and roof connections to
' mascnry and concrete walls.
Connection shall resist 200 pounds
per lineal foot or the actual design
load, whichever is greater. Cross
grain tension or bending in wood
ledgers is not permitte. Section
2310. , ./q- 10'.'t-5
W 001 -7
GARAGE AND' CARPORTS
Garage requires one-hour fire / protection on the garage side of
walls and ceiling common to the
dwelling. Table 5-3, Section 503
W.
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)
7,1. Show a self-closing door, either 1-
3/8" solid core or a listed 20-
minute assembly, for openings
between garage and dwelling.
Section 503 W .
72. Garages are not permitted to open
/ into a room used for sleeping
purposes. Section 1104.
7 .
55. Specify roof slope.
"56'. Roof slope is not adea-ucte for roof
/ type specified. Table 32-3, D and Q
11/17/93
An occupancy separation is not / required between carport and
residence, provided the carport is
open on two or more sides and has no
enclosed uses above. Section 503
(a) Exception 3.
Show garage framing sections, size
of header over garage opening,
lateral cross bracing at plate line,
method bracing garage front and
holddowns if required. Chapter 23.
NOTE: Maximum shear panel height-to-
width ratio is 3-1/2 to 1 for
plywood. Table 25-I.
Doors may open into the garage only
if the floor or landing in the
garage is not more than one inch
lower than the door threshold.
Section 3304 (i)
,'76. Provide an 18" raised platform for
any FAU, water heater, or other
device in the garage which may
generate a flame or soark. UMC
Section 508, UPC Section 1310 (a).
FOUNDATION REQUIREMENTS
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)
71. The foundation plan does not comply
I with the soils report
recommendations for this project.
Please review the report and modify
design, notes and details as
required to show compliance:-
5119. The soils engineer recommended that
he/she review the foundation
excavations. Note on the foundation
plan that "Prior to the contractor
requesting a Building Department
foundation inspection, the soils
engineer shall advise the building
official in writing that:
1. The building pad was prepared in
; accordance with the soils report,
The utility trenches have been
properly backfilled and
compacted, and
3. The foundation excavations, the
soils expansive characteristics
and bearing capacity conform to
the soils report."
80'. Provide a letter from the soils
/ engineer confirming that the
foundation plan, grading plan and
specifications have been reviewed
and chat it has been determined that
the recommendations in the soils
report are properly incorporated
into the construction documents
(when required by the soil report).
Mt Show height of all foundation walls.
Chacter 23.
Show height of retained earth on all
/ foundation walls. Chapter 23.
If cut or fill slopes exist, show
'- distance from 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 above finish grade. Section
2907 (a)
Note on plans that surface water
will drain away from building and
show drainage pattern and key
elevations. Section 2905 M .
8g • Dimension foundation per U.B.C.
Table 29A:
Floors Footing
Supjorted* Stemwall Width Depth Thickness
1 6" 12" 12" 6"
2 8" 15" 18" 7"
3 10" 18" 24" 8"
*Foundations may support a roof in
addition to the floors. Where only a
roof is supported, use foundation for one
floor.
84. Show foundation sills to be pressure
treated, or equal. Section 2516 (c)
3.
11/17/93 7
s8. Show foundation bolt size and
spacing. Section 2907 M.
8,9. Specify size. I.C.B.O. number and
manufacturer of power driven pins
and expansion anchors. Show edge
and end distances and spacing.
Section 302 (d).
9.0'. If required, show size, embedment
and location of hold down anchors on
foundation plan. Section 302 (d).
91C If hold downs are required, note on
/ olan that hold down anchors must be
tied in place prior to foundation
inspection. Section 305 (e) 1.
4. Show adequate footings under all
/ bearing walls and shear walls.
Section 2907 (b)
Show on the plans details for
stepped footings steeper than 1:10.
Section 2907 (c)
() Show minimum 18" clearance from
grade to bottom of floor joists and
minimum 12" clearance to bottom of
girders. Section 2516 (c) 2.
91. Show pier size, spacing and depth
into undisturbed soil. Table 29-A.
96 Show minimum underfloor access of
18" x 24". Section 2516 (c)2.
97 Show minimum underfloor ventilation
equal to 1 sq. ft. for each 150 sq.
ft. of underfloor area. Openings
shall be as close to corners as
practical and shall provide cross
ventilation on at least two
approximately opposite sides.
Section 2516 (c) 6.
FRAMING
98. Show wall bracing. Every exterior
wood stud wall and main cross-stud
partition shall be braced at each
end at least every 25 feet of length
with 1 x 4 diagonal let-in braces or
equivalent. Section 2517 (g) 3,
Table 25-V.
In 2-story buildings, shear panels
at the first story Cat least 48
inches in width) shall be located at
each end or as near thereto as
possible and comprise at least 25
percent of the linear length of the
wall, or provide design. Section
2517(g)3, Table 25-V.
lDO. Note cross bridging or blocking.
Floor joists and rafters 12" or
more in depth shall be supported
laterally by bridging at intervals
nct exceeding 8 feet, unless both
edes are held inline. Sec. 2506
(h).
0\~_l
Shcw blocking at ends and at
supports of floor joists, rafters
and trusses at exterior walls.
Seccicn 2517 (d) 3, 2517 (h) 7.
Bearing partitions, perpendicular
to joists, shall not be offset from
supporting girders, beams, walls or
partitions, more than the depth of
the joist. Section 2517 (d) 5.
Show rafter ties. Rafter ties
/ shall be spaced not more than 4
feet on center and be just above
the ceiling joists, where rafters
and ceiling joists are not
parallel. Section 2517 (h) S.
194. Show rafter purlin braces to be not
less than 45 degrees to the
horizontal. Section 2517 (h) 6.
105. Show double top plate with minimum
48" lap splice. Section 2517 (g)
2.
l'06. Show nailing will be in compliance
with Table 25-Q.
ffi. Show or note fire stops at the
/ following locations per Section
2516 (f)
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 8
b. At all interconnections between
concealed vertical and
horizontal spaces such as occur
at soffits, drop ceilings and
cove ceilings;
C. In concealed spaces between
stair stringers at the top and
bottom of the run and between
studs along and inline with the
run of stairs if the walls
under the stairs are
unfinished;
d. In openings around vents,
pipes, ducts, chimneys,
fireplaces and similar openings
which afford a passage for fire
at ceiling and floor levels,
with noncombustible materials.
a. At openings between attic
spaces and chimney chases for
factory-built chimneys.
108. In duplexes, draft stops shall be
provided in floor-ceiling
assemblies and attics in line with
walls separating units and
separating units from common areas.
Section 516(f)4.
16. Show stud size and spacing
Maximum allowable stud heights:
Bearing wall: 2 x4 and 2 x 6 max.
101 ; !on-bearing: 2 x 4 max. 141 , 2
x 6 max. 201 . Table 25-R-3.
110. Studs supporting two floors, a roof
and ceiling must be3x4or2x6
at 16" o.c. Table 25-R-3.
lii. 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
prior to installation. Section
2505.
1?2. Detail all post-to-beam and post-
to-footing connections and
reference the detail to the plan.
Section 2516 W.
1,2. Specify nail size and spacing for
all shear walls, floor and roof
diaphragms. Indicate required
blocking. Maintain maximum
diaphragm dimension ratios.
[Tables 25 I, J, K and Section 4714
(d)).
Provide truss details and truss
calculations for this project.
Specify truss identification
numbers on the plans.
Show clearance between top plate of
interior partitions and bottom
chord of trusses. (To ensure non-
bearing condition between supports
as designed)
14. Provide roof framing plan and floor
framing plan. Section 302 (d)
8. Provide framing sections through
Secticn 302 (d)
119. Specify all header sizes for
openings over 4' wide. Section
2517 (g) 5.
p20. Provide calculations for main
/ vertical and horizontal framing
members and footings. Section 302
(b).
Provide calculations for lateral
loads, shear panels, shear transfer
and related. Section 302 (b).
i4. In Seismic Zones 3 and 4, the
/ allowable shear wall values for
drywall in Table 47-I must be
reduced 50 percent when considering
earthcuake loads. This does not
apply to wind loads. Footnote 1.
113'. Detail shear
including
diaphragms,
Section 2513.
transfer connections,
roof and floor
to shear walls.
124' Show on the plans all structural
/ requirements developed in the
structural calculations. Section
302 (d). (See comments below or at
end.)
7Ci-tQ 512- o-( -C, I' t
kL L(.
e 4 e74j 4,2 'i i
11/17/93 19
17. 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 1"
minimum above floors unless
approved wood of natural resistance
to decay or treated wood is used.
Section 2516 (c) 4.
Individual concrete or masonry
/ piers shall project at least 8
inches above exposed ground unless
the columns or posts which they
support are of approved wood of
natural resistance to decay or
treated wood is used.
Section 2516 (c) 4.
126<' Show location of attic access with
a minimum size of 2211 x30", unless
the maximum vertical headroom
height in the attic is less than
30". Access must be provided to
each separated attic area, shall be
located in a hallway or other
readily accessible location and 3011
headroom clearance is required
above the opening. Section
.3205(a).
1211. Detail truss layout for 30" x 30"
/ attic access, if required for
equipment in the attic and detail
30" x 30" clearance through truss
webs.
12s. Specify plywood and/or particle
board thickness, grade and panel
span rating. Table 25-S.
12. when roof pitch is less than 3:12,
design ridge as a beam. Section
2517 (h).
,ab. Ridges, hips, and valleys shall be 7 at least one size larger than
supported rafters. Section 2517
(h) 3.
13~. In open beam construction, provide / strap ties across the beams at the
ridge support. Section 2501 (b).
If foundation cripple wall studs
/ are less than 14" high, framing
shall be solid blocking, or
sheathed with plywood. Section
2517 (g) 4.
13. Cripple wall studs exceeding 4 feet
/ in height shall be 3 inch by 4 inch
or 2 inches by 6 inches when
sucorting 2 stories. Section 2517
(g) 4.
134. Note on the plans chat "all
weather-exposed surfaces shall have 7
a weather-resistive barrier to
protect the interior wall covering
and chat exterior oenings shall be
flashed in such a manner as to make
them weatherproof". Section 1708.
MECHANICAL (UNIFORM MECH-ANICAL CODE)
All heating, ventilating, and cooling
systems and appliances shall comply with
the Uniform echanical Code.
15. Show the size, location and type of
all heating and cooling appliances
or systems.
e-6,l-provided
Every dwelling unit shall be
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. C, Sec. 1212.
/ T' fry
137'. Note on the plans that the FAU
/ closet or alcove must be 12 inches
wider than the furnace or furnaces
being installed. UNC Section 704.
d8. Show minimum 30" deep unobstructed
working space in front of furnace.
Section 505, UMC.
1,19. Furnace shall not be installed in
any bedroom, bathroom or in a
closet or confined space with
access only through such room
unless specified as direct vent
appliance, enclosed furnace or
electric heating appliance. Section
704, UMC.
1,40. Show source of combustion air to
/ furnace, per Chapter 6, UMC.
11/17/93 10
ii'. Show access to the attic containing
7 equipment to be minimum 30 inches
by 30 inches. The opening may be 22
inches by 30 inches if the
equipment can be removed through
such opening. Section 708, UMC.
42. Note that passageway to the attic
7 furnace shall be unobstructed and
have continuous solid flooring not
less than 24 inches wide, not more
than 20 feet in length through the
attic. Section 708, UMC.
14.3. Show ceranent electrical outlet
/ and lighting fixture controlled by
a switch for furnace located in
attic Cr underfloor soace. Section
708 & 709, UM-C.
144. Show details to comply with Section
709 for furnace under the floor, or
Section 710 for roof or outside
furnace.
145. Show I.C.3.O. approval number for
prefab fireplace. Show height of
chimney above roof per I.C.B.O.
approval or Table 37-3.
146: Note on the plans that approved
spark arrestors shall be installed
on all chimneys. Section 3703(h).
Note on clan: Gas vents and non-
coiustib1e piping in walls,
passing through three floors or
less, shall be effectively draft
stopped at each floor or ceiling.
U]36-, -Section 1706 (c)
14'8. Provide dryer vent to outside. The
maximum length is 14 feet with two
90-degree elbows. UMC, Section
1903.
ELECTRICAL (NATIONAL ELECTRICAL CODE)
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.
)6'O. Note on the plans that receptacle
outlet locations will comply with
1990 NEC Art. 210-52(a).
&5 Show on the plans that countertop
receptacle outlets comply with 1990
NEC Art. 210-52(c), which reads as
follows:
In kitchens and dining areas of
dwelling units a receptacle outlet
shall be installed at each counter
space wider than 12 inches.
Receptacles shall be installed so
that no point alcn; the wall line
is more than 24 inches measured
horizontally frcn a receptacle
outlet in that scace. Island and
peninsular countertops 12 inches or
wider shall have at least one
receptacle for each four feet of
counter top. Counter top spaces
separated by range tops,
refrigerators, or sinks shall be
considered as separate counter top
spaces. Receptacles rendered
inaccessible by appliances fastened
in place or appliances occupying
dedicated space shall not be
considered as these required
outlets.
Dwelling Unit Receptacle Outlets
Counter Tops
210.52(c)
IF'
4• 0
0 -:- 0 - sL G G
- Mchww of
i.vu.g ksa 'S
152. Show on the plan that receptacle ./ outlets in hallways comply with
1990 NEC Art. 210-52(h), which
reads as follows:
For hallways of 10 feet or more in
length at least one receptacle
outlet shall be required.
11/17/93 11
153. Show on the plan that ground-fault National Standards Institute
circuit-interrupter protection Standard A112.19.2. H & S Code,
complies with 1990 NEC Art. 210-8, Section 17921.3(b).
which reads as follows:
NOISE INSULATION (DUPLEXES)
All 125-volt, single-phase, 15- and
20- ampere receptacles installed in 1ft2.
bathrooms, garages, basements, /
outdoors and within 6 feet pf a
.kitchen sink.
PLUING (UNIFORM PLUi'INC- CODE)
i,. Show water heater size, type and
location on plans. .U:-:C, Section
1301.
155. Note on the plans that "combustion
air for fuel burning water heaters
will be provided in accordance with
the Uniform ?lurr..bing Code".
1,56. Fuel combustion water heater shall
not be installed in clothes
closets, in a bathroom or bedroom,
or in a closet opening into
bathroom or bedroom. UPC, Section
1309.
1'57. Provide adequate barrier to protect
water heater from vehicle damage.
An 18" platform for the water
heater does not satisfy this
requirement. UPC, Section 1310.
158. Show T and P valve on water heater
and show route of discharge line to
exterior. UPC, Section 1007 (e).
15. Show that water heater is
adequately braced to resist seismic
forces. UPC, Section 1310.
i,cro. Show shower stall can accommodate a
30" circle and has a minimum floor
area of 1,024 sq. in. UPC 909 W.
1611. New water closets and associated
flushometer valves, if any,. shall
use no more than 1.6 gallons per
flush and shall meet performance
standards established by the
American National Standards
Institute Standard A112.19.2, and
urinals and associated flushometer
valves, if any, shall use no more
than one gallon per flush and shall
meet performance standards
established by the American
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 (ITC) rating on
floor/ceiling of 50 decibels.
Title 24.
16a. Show hcw penetrations of assemblies
for piping, electrical devices,
recessed cabinets, bathtubs,
soffits, or heating ventilating, or
exhaust ducts shall be sealed,
lined, or insulated to maintain
required sound transmission rating.
Title 24.
16. 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 24.
ENERGY CONSERVATION
NOTE: Plans submitted after January 1,
1993 must comply with the. new energy
standards.
I Ø. Provide plans, calculations and
/ worksheets to show compliance with
current energy standards.
17'6. The regulations require a properly
completed and properly signed Form
CF-1R to be either imprinted on the
plans, taped to the plans or
"sticky backed" on the plans, to
allow the building inspector to
readily compare the actual
construction with the requirements
of the approved energy design.
lfic. All energy items shown on the plans / must be in agreement with the
information shown on the properly
completed Form CF-1R.
11/17/93 12
l6. Specify on the building plans all
of the mandatory energy
conservation requirements as
listed on the enclosure titled,
"Mandatory Measures Checklist."
14. Show the make, model and
efficiency of the space heating
(or cooling) system.
0 For room additions, show
compliance with the energy
standards. See attached.
1 '. Provide fluorescent general
/ lighting (40 lumens per watt) in
kitchen(s) and bathrooms.
Provide a note on the plans
stating "All new glazing
(fenestrations) will be installed
with a certifying label attached,
showing the U-value."
CARLSBAD S.F.D. & DUPLEX SUPPLEMENT
CD Energy conservation design should
be for Zone 7.
INFO
'4. For gas piping under slabs that / serve kitchen island cooktops, see
the attached Policy 91-46 for
special sleeve and clean-out
requirements.
p~. New residential units must be pre-
plumbed for future solar water
heating. Note that two roof jacks
must be installed where the water
heater is in the one story garage
and directly below the most south
facing roof (City Ordinance No.
8093)
l343 Note that two 3/4" copper pipes
must be installed to the most
convenient future solar panel
location when the water heater is
not in a one story garage and is
not directly below the most south
facing roof. (City Ordinance No.
8093)
All piping for present or future
solar water heating must be
insulated when in areas that are
not heated or cooled by mechanical
means (city policy).
i. Incorporate the waterproofing / details, on the attached Policy
80-8, where interior living space
occurs below grade at the masonry
wall(s).
e Show on the Title Sheet on the
plans, the information required by
the attached Developmental
Services Sheet 112383.
lfr'. All new residential buildings, ( including additions, require a
soils report. Please submit two
cooies. Exception: If a room
addition is limited to one story
and 1000 sq. ft. in area, then a
soils report is not required.
Esgil Corporation will advise the
City to place their soils notice
stamp on the plans.
$l. All structures recuire a Class 3 / roof covering, except room
/ additions. If a room addition
covers all of the existing
building (2nd story addition),
then the above exception doesn't
aooiv.
City Ordinance 9792 requires two
/ parking spaces/unit with clear
area of 201 x20' i.e. no washing
machines, etc. Show compliance.
18'3. Overflow roof drains shall
/ terminate in an area where they
will be readily visible and will
not cause damage to the building.
If the roof drain terminates
through a wall, the overflow drain
shall terminate 12" minimum above
the roof drain. Policy 84-35.
MISCELLANEOUS
1. Please see additional corrections,
7 or remarks, on the following page.
To speed up the recheck process,
note on this list (or a copy)
where each correction item has
been addressed, i.e., plan sheet,
note or detail number, calculation
page, etc.
Please indicate here if any
changes have been made to the
plans that are not a result of
corrections from this list. If
there are other changes, please
briefly describe them and where
they are located in the plans.
Have changes been made to the
plans not resulting from this
correction list? Please indicate:
_Yes No
11/30/93 13
The City of. Carlsbad has contracted with
Esgil Corporation located at 9320
Chesapeake Drive, Suite 208, San Diego,
California 92123; telephone number of
619/560-1468, to perform the plan check
for your project. If you have any
questions regarding these plan check
items lease con ct lea---e
at Esgil Corporation.
Thank you.
flo u ta
U '-Q. $. v' I
4-, i c7L4 y'ac,-k
ceflk
11/19/93 - . 14
Dates 3-3 2 Jurisdiction ('ARI,SBAD
Prepared byi o Bldg. Dept.
VALUATIONANDPLANCHECKFEE__ E3 Esgil
PLAN CHECK NO._.9 c7T— 3 1 '
BUILDING ADDRS -
APPLICANT /CONTACT PHONE NO.
BUILDING OCCUPANCY - DESIGNER PHONE
TYPE OF CONSTRUCTION 11 A.) CoNTR.;c'roR PHONE____________
BUILDING PORTION
__
BUILDING AREA VALUATION
1.ULTIPLIER
\'ALUE
cdL) 70 a 5 '
0dV
Air ConditioninE
Commerc.al
Residential
Res. or Comm.
PireSprinklers
I
Total Value
i-t -00
00.
Building Permit Fee. $_ s
6,0
Plan Check Fee S S / c3.
COHhENTS_
'3/.0y SHEET I OF 1 12/87
City of Carlsbad.
/ BUILDING PLANCHECK CHECKLIST
DATE: PLANCHECK NO.
BUILDING ADDRESS: L2t/h' 4#.' 't
PROJECT DESCRIPTION:
ASSESSOR's PARCEL NUMBER: / 7-/' EST. VALUE ,24rD
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.
1st CHECK By: . Date:.
2nd CHECK By:________________ Date:________
3rd CHECK By: bate:_______
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
O Dedication Checklist
El Improvement Application
Improvement Checklist
Future Improvement Agreement
O Grading Permit Application
O Right of Way Permit Application
Sewer Fee Information Sheet
CONTACT PERSON
NAME:
ADDRESS:
PHONE:
A-4
P:DOCSCHKLSTBPOOO1.FRM . REV 12/17/93
2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894
BUILDING PLANCHECK CHECKLIST
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SITE PLAN
1. Provide a fully dimensioned site plan drawn to scale. Show:
North ArroW D. Property Unes Easements
Existing & Proposed Structures E. Easements
Existing Street Improvements F. Right-of-Way Width & Adjacent Streets
0 2. Show on site plan:
Drainage Patterns C. Existing Topography
Existing & Proposed Slopes
O 3. Show on a section drawing or include a note stating that there is a minimum of 6"
difference between the finished floor and the finished grade elevation adjacent to the
structure.
O 4. 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
of the street gutter at point of discharge or the inlet of an approved drainage device
a minimum of 12 inches plus two percent' (per 1990 UBC 2907(d)5.).
0 5. Include on title sheet
At /2nd
/ 3r3rd,/
•00
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:\D0CSCHKLSflBP0001.FRM Pagel of 4 REV 12/17/93
BUILDING PLANCHECK CHECKLIST
DISCRETIONARY APPROVAL COMPLIANCE
jjt/ 2nd./ 3rd,/
JiLl 0 0 6. Project does not comply with the following Engineering Conditions of approval for
I Project No.
Conditions were complied With by: Date:_________________
DEDICATION REQUIREMENTS
)f?fJ 0 0 7. Dedication for all street Rights-of-Way adjacent to the building site and any storm
I' 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 application 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
O 0 0 8a. All needed publiO 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
plahcheck process through the 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:
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BUILDING PLANCHECK CHECKLIST
V 1 SW 2fldv' 3rd-/ DOD 8b. 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:__________
0 0 8c. Enclosed please find your Future Improvement Agreement.,Pleasii return signed and
notarized Agreement to the Engineering Department.
Future Improvement Agreement completed by:
Date: .
8d. No Public Improvements required. SPECIAL NOTE: Damaged ordefective
improvements found adiacent tobuildingsitemustberepairedtothesatisfactionof
the City_Inspectorpriortooccuancv. .
GRADINGPERMITREQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section 11.06.030
of the Municipal Code.
E] 0 0 9a. Inadequate information available on Site Plan to make a determination on grading
requirements. Include accurate grading quantities (cut, fill import, export).
0 0 9b. Grading Permit required. 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 a12 roval obtained prior
toissuanceofaBuildingPermit.
WSM
Grading Inspector sign off by: Date:
9. No Grading Permit required.
BUILDING PLANCHECK CHECKLIST
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Ic
MISCELLANEOUS PERMITS
FlOV 2nd/ 3rd'
$ 0 0 10. 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.
A separate Right-of-Way permit issued by the Engineering Department is required for
the following:
Please complete attached Right-of-Way application form and returnto the Engineering
Department together with the requirements on the attached Right-of-Way checklist, at
the time of resubmittal.
0 0 11. A SEWER PERMIT is required concurrent with the building permit issuance. The fee
/4 is noted in the fees section on the following page.
4 0 0 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial
(f" Waste Permit Application Form and submit for City approval prior to issuance of a
Permit.
Industrial waste permit accepted by: Date:
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PLANNING CHECKLIST
Plan Check No. 9'9 32L1 Address 2' ,2. 77t) 51A k
Planner DAVID RICK Phone 438-1161 ext. 4328
(Name) V
APN:
Tve of Project and Use Re5
Zone (?- I Facilities Management Zone
,
.
CFD (in/out) # V
circle (U property in, complete SPECIAL TAX CALCULATION
V WORKSHEET provided by Buildiig Department.)
Legend
WCO
Item Complete
V
[tern Incomplete - Needs your action
1,'2, 3 Number in circle indicates plancheck number where deficiency was
identified V
Environmental Review Required: YES - NO - TYPE
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
9/o 0 Discretionary Action Required: YES NO _'/'TYPE
APPROVALJRESO. NO. DATE:
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval V
California Coastal Conn[ion Permit Required: YES - NO
DATE OF APPROVAL:
San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 921081725
(619) 521-8036
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval • V
Q 0 0 Inclusionary Housing Fee required: YES ___ NO ___
(Effective date of [nclusionary Housing Ordinance - May21, 1993.)
Site Plan:
0 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
setbacks and existing topographical lines.
110 0 . 2. Provide legal description of property, and assessor's parcel number.
Zornn
0 Setbacks:
Front: . Required Shown 2-3
Int. Side: Required 7,5' Shown 2'
Street Side: Required ,* Shown 449-
Rear: Required tc' Shown 2'
20000/"0 Lot coverage: Required £ qLShown
Height: . . Required Shown
0 Parking: Spaces Required 1 cShown 2—
Vl'~Shown Guest Spaces Required
11110 Additional Comments
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE
PLNCK.FRM