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BUILDING PERMIT
02/08/93 15:29
Page lof 1
Job Address: 2438 OCEAN ST Suite:
Permit Type: RESIDENTAL ADD/ALT
Permit No: CB921124
Project No: A9202309
Development No:
Parcel No: 203-022-17-00 Lot#:
Valuation: 41,415
Construction Type: VN
Occupancy Group:R3 Ref erence#: Status: ISSUED
Description: 355 SF ADD + 300 SF REMODEL + Applied: 10/20/92
184 SF DECK Apr/Issue: 11/25/92
illS 0 091 1/è2
Appl/Ownr : NIXON, ANGELA AND NICK 714 394-7311 CPR1T 8700
2438 OCEAN STREET
CARLSBAD, CA 9208 -
*** Fees Co
Fees: 19
Adjustments: T
Total Fees: 7%)o
B
1
la
Fee description
Building Permit
Plan Check
Strong Motion Fee
* BUILDING TOTAL
g Is Enter "Y" for P1 bin
Each Plumbing Fixt&re or T a
Each Building Sewer'
* PLUMBING TOTAL
Enter "Y" for Electri\
Enter "Y" for Remodel'\ c
* ELECTRICAL TOTAL
Enter 'Y' for Mechanical "is
Each Install/Reloc Appliance
Each Hood/Fireplace
* MECHANICAL TOTAL
cted & Credits -----------------------
.00
632.00
ue: \ 87.00
363.00
236.00
4.00
I 603.00
/ 20.00 Y
7.0/0 35.00
15./S0 15.00
/ 70.00
/ 10.00 Y
/ 10.00 1'
20.00
15.00 Y
4.50 4.50
6.50 6.50
26.00
OVL FINSa E
CLEARANCE
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
PERMIT APPLICATION S
City of Carlsbad Building Department
2075 Las Palms Dr., Carlsbad, CA 92009 (619) 438-1161
S
1. PIRM1T IYPI
A - LI Commercial U New Building U Tenant Improvement
B -0 Industrial 0 New Building El Tenant Improvement
C - Iff Residential El Apartment 0 Condo 0 Single Family Dwelling 14 Addition/Alteration
Duplex 0 Demolition 0 Relocation 0 Mobile Home X Electrical hl Plumbing
Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other__________
PLAN CHECK NO.
EST. vAL__________
PLAN CK DEPOSIT
VALID. BY
DATE ' k k 'r •
229.o
Q ~_ 535 3
FOR OFFICE USE ONLY
,%Uurtsc /3 4i1 7'. DURIU1118 UI )UILC LW.
Nearest Cross Street Mztj Vi -1 l)'-i vc—
LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No.
CHECK BELOW IF SUBMIIFED:
0 2 Energy Calm X2 Structural Calm 02 Soils Report Dl Addressed Envelope
ASSESSOR'S PARCEL EXISTING USE PROPOSED USE DESCRIPTION OF WORK Alb 3ArAX~ AF7 ,W457j2 'B(.P..O-øisI — Ah b "OF 1ECK 4'tP- ,sia4-SrCt. BV'-c,r, wn
SQ. Fr. 9f.tl # OF STORIES , PLUS Vj'p2. )SL
WNIM..I 1IJN (ir aitlerent Irom applicant)
NAME ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
APPLICANT U WNIRAIUR U MiENI FOR WNTRACIUR 3JWNER U A(iENT FOR OWNER
NAME A. ,jIccii')
-
ADDRESS 2L(37
CITY C24z.L$'(?4.t) - STATE (.4 ZIP CODE CI DAY TELEPHONE 7/ -3 1
NAME ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
b. WNTEACTUR
NAME ,J&t.J L ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
73','
STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. #
DESKNER NAME1 (orht ñPC4II7(& ADDRESS q7y7 cxs#MtTh. 131 sC'17f_
CITY 2 C41ftJfThC- STATE (4. ZIP CODE DAY TELEPHONE4 ? 3STATE LIC. #
7. WORKERS WMPENSA1I&4
Workers' Compensation Declaration: I hereby atlirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified
by the Director of the insurer thereof filed with the Buildig Inspection Department (Section 3800, Lab. Q.
INSURANCE COMPANY A'7c1 f2,,.1 & LI NO. EXPIRATION DATE
so as to becoigg subj#Ft t?thorkers' Compensation Laws of California.
Owner-Builder Declaration: I hereby affirm that I am exempt from the Contractor's license Law for the following reason:
I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or
offered for sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds
or improves thereon, and who does such work himself or through his own employees, provided that such improvements are not intended
or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner-builder will have the burden
of proving that he did not build or improve for the purpose of sale.).
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).
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 exem~thfr
,
om,d the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit
subjects th plic alty more than five hundred dollars [$500]).
SIGNATfJRII ' DATE /e::i—). 0 -,1.
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and
prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
DYES ONO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES ONO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
DYES 0 N
IF ANY OF 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 POLUT1ION (X)N11(OL DISTEICF.
I hereby aUinn that there is a construction lending agency for the performance Of the work for which this permit is issued (Sec 3097(i) Civil Code).
LENDER'S NAME IV02V4& LENDER'S ADDRESS
10. APPLICANT CERTIFICATION
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 LIABILITIES, JUDGMENTS, COSTS
AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CrIY IN CONSEQUENCE OF THE GRANTING OF lullS 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 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 an tilhe after wor commenced for a period of 180 days (Section 303(d) Uniform Building Code).
APPLICANTS SIGNATURE DATE:
WHITE: File YELLOW: Applicant PINK: Finance
. CITY OF CARLSBAD
INSPECTION REQUEST
PERNIT# CB921124 FOR 05/31/94
DESCRIPTION: 355 SF ADD + 300 SF REMODEL +
184 SF DECK
TYPE: RAD
JOB ADDRESS: 2438 OCEAN ST
APPLICANT: NIXON, ANGELA AND NICK
CONTRACTOR:
OWNER:
REMARKS: MW/NICK/720-4271.
SPECIAL INSTRUCT: TEMPERED GLASS IN
INSPECTOR AREA TP
PLANCK# CB921124
0CC GRPR3
CONSTR. TYPE VN
STE: LOT:
PHONE: 714-394-7311 .
PHONE:
PHONE:
INS PECTO
HANDICAP DONE
TOTAL TIME:
CD LVL DESCRIPTION ACT COMMENTS
19 ST Final Structural
29 PL Final Plumbing
39 . EL Final Electrical
49 ME Final Mechanical
**1c INSPECTION HISTORY *****
DATE DESCRIPTION . ACT INSP COMMENTS
041294 Final Structural CO PD
041294. Final Plumbing . CO' PD
041294 Final Electrical CO PD
041294 Final Mechanical PA PD
042093. Exterior Lath/Drywall AP PD .
041393 Shear Panels/HD's AP PD •
040293 Interior Lath/Drywall AP TP
032993 Rough Combo '. . AP PD
032993. Insulation . AP PD FRAME OK
032693 Rough. Combo AP PD
031893 Roof/Reroof . CO PD
031893 Frame/Steel/Bolting/Welding CO PD . . . .
020293 Frame/Steel/Bolting/Welding PA PD . .
120292 Ftg/Foundation/PierS • AP PD .
United States Testing Company, Inc.
Engineering & Support Services
3467 Kurtz Street, San Diego, CA 92110 (619) 225-9641
Job No: 01151400 Distributed To:
Job Name: NIXON RESIDENCE CITY OF CARLSBAD
Address: 2438 OCEAN ST. ENGINEERING DEPARTMENT CITY OF CARLSBAD
CARLSBAD, CA 00000 2075 LAS PALMAS DRIVE NICK NIXON
CARLSBAD, CA 92009 CH&A CORPORATION
Plan Number: Permit: 92-1124 Application:
Report No: 9554
Date: December 12, 1992
ENGINEER: S. FRANKUM RCE CA37766
FIELD INSPECTION REPORT
REINFORCED CONCRETE
DATE OF INSPECTION: 12/02/92
LOCATION OF WORK INSPECTED: 1) Exterior perimeter footing and column
footings and exterior grade beam as illustrated by plans. 2) Interior
existing footing at living room. Steel was added at owner's request
(Inspection was not required).
CONTRACTOR: Owner & Ayers Construction
SUPPLIER: Palamar Transit Escondido
MIX DESIGN NUMBER: 403007 DESIGN STRENGTH: 3000 psi
CUBIC YARDS PLACED: 11.0 PLACEMENT METHOD: Pump
ITEM ACCEPT REJECT I NOTES
Placement x 3000 psi requirement is only for exterior grade beam.
Reinforcing Steel x
Batch Tickets x -
Consolidation x
Form Clean x
SET NUMBER CYLINDERS PER SET SLUMP INCHES AIR PERCENT AIR TEMP TEMPERATURE IF
1 3 31/4" 65 72
THE WORK DESCRIBED ABOVE WAS PERFORMED IN ACCORDANCE WITH THE PROJECT PLANS AND SPEC]
INSPECTOR: Richard Mathes NUMBER: 31229
JOB HOURS: 4.0 START TIME: 12:00 STOP TIME: 4:00
THIS REPORT DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY TO BUILD
PER THE PLANS, SPECIFICATIONS AND ALL APPLICABLE CODES.
United States Testing Company, Inc.
Engineering & Support Services
3467 Kurtz Street, San Diego, CA 92110 (619) 225-9641
Job NO: 01151400 Job Name: NIXON RESIDENCE Address: 2438 OCEAN ST.
CARLSBAD, CA 00000
Plan Number:
CITY OF CARLSBAD
ENGINEERING DEPARTMENT 2075 LAS PALMAS DRIVE
CARLSBAD, CA 92009
Permit:92-1124. Application:
Distributed To:
CITY OF CARLSBAD
NICK NIXON
CH&A CORPORATION
Report No: 113162
Date: January 5, 1993
ENGINEER: S. FRANKU}1 RCE CA37766
CONCRETE COMPRESSION TEST REPORT (TESTED TO ASTN C-39)
.....................................................L:::i.::::::::::,1:::::::::.;gu.......................
JOB NAME: NIXON RESIDENCE PERMIT 992-1124
LOCATION IN STRUCTURE: EXTERIOR COLUMN FOOTING AND GRADE SEAM
CAST DATE: 12-02-92 DESIGN PSI: 3000 MIX DESIGN: 403007 SLUMP: 3k" TIME OF DAY:' 2:25 LOAD#/PLANT CODE: 1/81 TEMPERATURE: 72F UNIT NT. PCF: AIR PERCENT:
CYLINDERi__.••-..i AREA, LOAD, LBS. COMPRESSIVE TEST INCHES SQ. INCHES STRENGTH, PSI
ire...........................................................................
06399 28 6 28.27 116000 4100 06400 60 6 28.27 DISCARD
COMPLIANCE: 28 DAY TEST COMPLIES WITH SPECIFICATIONS
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 5601468
DATE: 11/4f99
JURISDICTION:
PLAN CHECK NO: 114 SET: IU
PROJECT ADDRESS: Qcr
PROJECT NAME: e
SJURISDICTION)
[]FILE COPY
DUPS
DDESIGNER
The plans transmitted herewith have been corrected where
necessary and substantially comply with the .jurisdic: ion's
building codes.
The plans transmitted herewith will substantially comply E 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 U identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
fl 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 U jurisdiction to return to the applicant contact person.
fl The applicant's copy of the check list has been sent to:
ME Esgil staff didnot advise the applicant contact person that
plan check has been completed.
j Esgil staff did advise applicant that the plan check has
been completed. Person contacted:_______________________
Date contacted: Telephone It -
D REMARKS:
By:1JJ.CtL 1 ,V Enclosures:
ESGILCORIORATION
DGA 13CII
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) S60-1468.
W- P I C A ~NT
-1,7t R ~IS D I C
flFILE COPY o UPS
[]DESIGNER
DATE:
JURISDICTION:
PLAN CHECK NO: 9- lI.Q4 SET:.
PROJECT ADDRESS:24?j'B 0ceô-c .Sc.
PROJECT NAME: tYGi\ eS. Md\
E] The plans transmitted herewith have been corrected where
necessary and substantially comply with the .jurisdiction's•
building codes.
The plans transmitted herewith will, substantially comply
with the jurisdiction's building codes. when. minor deficien-
cies identified are resolved and
checked by building department staff.
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be correôted
and resubmitted for a complete recheck.
do The check list transmitted herewith is for your information.
WM The plans are being held at 'Esgil Corp. until corrected
plans.are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
IN.The applicant's copy of the check list has been sent to.:
A. Lk XOA -
€D Oc.eay
In Esgil staff did not advise the applicant contact person that
plan check has been completed.
fl Esgil staff did advise applicant that the plan check has
been completed. Person contacted:_______________________
Date contacted: Telephone k_________________
0 REMARKS:
By :VAt{JJ!J(. &JLU?nclosures: .
ESGIL CORPORATION
E) GA 0 ci
CITY Or- CFSLAO fl/i i/ 92..
c.92—(Q.4 1E
I'
091 MRIMAIMADMI
1i4 —tt toI
r&1w
___s1,IaSi1 -w
AT &I
MUM
- A
JIJZ
Willow w SO
V me
I
In U&NIMMIYAMA
Mal
O '-2 ct - pbs jo±
O \21 ô+ec*ed.
:. ESGIL CORPORATION
9320 CHESAPEAKE.DR., SUITE 208
SAN DIEGO, CA 92123
(619)560.1468
DATE: o/Q.9/92
JURISDICTION: CARLSBAD -
PLAN CHECK NO: - 112-4 SET: I
PROJECT ADDRESS: 456 OceooA .k
PROJECT NAME: Md
JURISDICTI
PLAN CHEC1
FILE COPY
UPS
DESIGNER
E] -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 comply
with the jurisdiction's-building codes when minor deficien-
cies identified are resolved and
checked by building department staff.
D The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
D The Applicant's. copy of the check list is enclosed for the
• jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
(UI L
....4147 Oct hjd £*e'L' Oe\s irte
/ 9.O5(. D Esgil staff did not advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the ,plan -check has
been completed. Person contactedtby
Date contacted: Telephone Ir________________ D REMARKS:
By:,jj1J(.. JQ Q& AiJ/ Enclosures:____________________ ESGIL CORPORATION
DGA E1 CM
FORND: PLEASE READ
JURISDIC'flON: Cli! OF CARLSBAD
Gkn Gyn-Oix,
4141 3iid b1vd k'L'
Ocecae CA 9Q-a5(0
pair ADDRESS: 24 2 Oci &4
FLOOR AREA: 2i M&Ai
giIES: Two
22' zE
PLAN (X)xicrION SHEET
- CITY OF CARL BAD
STh.E FAMILY AND DUPLEX WELLflS
Date plans received by jurisdiction:
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 soeed um the recheck Process, note on this list
(or a copy) where each correction item has been
addressed i.e.. plan sheet, specification. etc. Be
sure to enclose the marked u1D list when you submit
the revised t,lans.
Date plans received by Esgil Corporation:
to)QJ1192.
Date initial plan check completed:
(O&9/92 .. By:CUCk
Applicant contact person:
@[e Gcok\\ Telephone: 94& ?OO
NOTE: PAGE NUMBS ARE NOT IN SJ(CE AS PAGES HAVING NO 14S NEThG- CORRECTIONS WERE D1FF).
List No. 2, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1991 UBC)
PLANS
Please make all corrections on the original
tracings and submit two new sets of prints, to:
Esgil Corporation, 9320 Chesapeake Drive, 0Q. Suite #208, San Diego, California 92123,
(619) 560-1468.
Please make all corrections on the original
tracings and submit wo new sets of prints, to:
The jurisdiction's building department.
Indicate on the Title Sheet of the plans, the
f name of the legal owner and name of person
responsible for the preparation of the plans.
Section 302(a)7.
G
All sheets of plans must be signed by the
person responsible for their preparation.
(California Business and Professions Code).
D'sigried
Plans, specifications i-.iu1atiias. shall be
by the California state licensed
engineer or architect responsible for their
preparation, for plans deviating from
conventional wood frame construction. Specify
expirati)n date of license. (California
Business and Professions Code).
.1 Specify on the Title Sheet of the plans the
gross floor area of each element of this
project including dwelling, garage, carport,
patio, deck and balcony. Section 302(d).
7. Provide a statement on the Title Sheet of the
plans that this project shall comply with Title 24 and 1991 UBC, UMC and UPC and 1990 NEC.
Submit fully dimensioned plot plan drawn to
scale showing location, size, and use of all existing and proposed structures on the lot.
Identify property lines and show lot dimensions
and all easements. Show location of all cut or
fill slopes. Show finish floor elevations and
show elevations of adjacent finish grade.
Show drainage patterns with minimum slopes.
Section 302(d).
9. Indicate distance from property lines to
proposed construction. Section 302(d).
Or- NEW Z FECX TO WEST
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."
4 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.
G
On the cover sheet of the plans, specify any
items requiring special inspection, in a
format similar to that shown below or sticky
back.
REQUIRED SPECIAL INSPECTIONS
In addition to the regular inspections, the
following checked items will also require
Special Inspection in accordance with Sec. 306
of the Uniform Building Code.
ITEM REQ. IF REMARKS
CHECKED
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP.
STRUCTURAL CONCRETE / tj OVER 2500 PSI V
PRESTRESSED ST..
FIELD WELDING
HIGH STRENGTH BOLTS
EXPANSION ANCHORS
SPECIAL MASONRY
SPRAYED ON FIRE
PROOFING
PILES/CAISSONS
DESIGNER-SPECIFIED
OTHER
FIRE PROTFZION
Exterior walls closer than 3 feet to property
/ lines shall be one-hour rated construction and
have no openings. Table 5-A.
8/5/92 2
LM' 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.
21. Projections, including eaves, may not extend
7 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).
/ 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.
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
fiktector with battery backup:
a. Inside each bedroom. Exuy EMOtELE)
Centrally located in corridor or area
giving access to sleeping rooms.
C. On each story.
In the basement, if part of the dwelling
unit.
G When sleeping rooms are upstairs, at the
upper level in close proximity to the
, stair. J In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling
height 24 inches or more above the
ceiling height in the hallway.
NOTE: Detectors shall sound an alarm audible
in all sleeping areas of the unit. Section
1210.
When the valuation of a room addition or
repair exceeds $1,000, or when sleeping rooms
are created, smoke detectors shall be provided
at existing bedrooms per item 19 above.
Section 1210.
Habitable rooms, other than, kitchens, shall
f contain at least 70 square feet of floor area.
At least one room shall have not less than 120
square feet of floor area. Section 1207 (b).
No habitable room, other than a kitchen, shall f be less than 710" 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.
Easements in dwelling units shall comly with
the above (even if not designated as sleeping
rooms). Section 1204.
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
SPtECAFy £Z.E. 4 TVPE OF A—L
t&) Uw.s $
Openable window area in habitable rooms must
be 1/20 of the floor area and a minimum of 5
square feet. In bathrooms, laundry rooms and
similar rooms 1/20 of area is required and
minimum is 1.5 so. ft. Section 1205 (c).
, .SE. PcOV.
$. At least 1/2 of the coon 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).
Required windows shall not open into a roofed
/ porch unless the ceiling height is at least 7
feet, the longer side is at least 65% open,
and the porch abuts a street, yard or court.
Section 1205 (a).
Provide mechanical ventilation capable of
f 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).
Show that ceiling height for habitable rooms
is a minimum of 71 6". Section 1207 (a).
,/3. Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a
minimum of 710". Section 1207 (a).
Dimension on the plans 30" clear width for
f water closet compartments and 24" clearance in
front of water closet. Section 511 (a).
5/22/92 3
Show safety glazing in the following Proida 36" high prtctie railing for 35. Show
per Section 5406(d): pereheo, baleenies, and open sides of stair
a. Where the nearest edge of glazing is landings-. Openings between railings shall be
within a 24-inch are of either side of a less than 4". The triangular openings formed
door in a closed position (unless there is by the riser, tread and bottom elements of a
an intervening wall between the door and guardrail at a stair shall be less than 6".
the glazing or if the glazing is 51-0" or Section 1712. SE DE.t 'D'(0/A7
/
higher above the walking surface). PrT M r-ft Ri__
Glazing greater than 9 square feet with
• the bottom edge less than 18" above the
floor and the top edge greater than 36"
above the floor (unless the glazing is
more than 36" horizontally away from
walking surfaces or if' a complying
O protective bar is installed).
Glazing in shower and tub enclosures
(including windows within 5 feet of tub
or shower floor). AT 'M1 bkT4 1'J
Walls and floors separating units in a duplex
/ shall be of one-hour fire-resistive
construction. Provide details of the
assemblies. Section 1202(b).
C. Minimum width is 36".
Show how guardrail connection details are
adequate to support 20 pounds per lineal foot
at a right angle to the to rail. Table 23-B.
Ur s Ne. S9AcCi o 4x4 Fbst
Provide stairway and landing details. Section
3306 (b), (c) and (o).
Maximum rise is 7" and minimum run is
11". When the stairs serves less than 10
occupants, or serves an unoccupied roof,
rise may be 8" maximum and run 9"
minimum.
Minimum headroom is 61-8"
A mezzanine is an intermediate floor and may
f 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 a
/ mezzanine floor and is, by Uniform Building
Code definition, a story. Section 1717.
Dwellings used for daycare for 7 to 12 children
/ shall comply with the special requirements in
Chapter 12 of Title 24.
ITS, STAAYS, AND RAThThGS
Floors above the second story shall have not
f less than 2 exits. Exceptions: 1. Occupied
roofs may have one exit if such occupied areas
are less than 500 square feet and located no
higher than immediately above the second story.
2. When the third floor within a unit does not
exceed 500 sq. ft., only, one exit need be
provided. Section 3303(a).
Required exit doorways shall be not 'less than
/ 36" in width and not less than 618" in height.
45. All handrails per Section 3306 (i), shall
satisfy the following:
Provide handrail for stairways with 4 or
more risers.
Handrails and handrail extensions shall
be 34" to 38" above the nosing of treads.
c. The handgrip portion of handrail shall be
not less than 1 1/211, nor more than 2" in
cross-sectional dimension.
I EO1TAIR.
ft' Except for stairs serving only one
/ tenant, handrails shall be extended 12"
beyond the top and bottom of the stair.
Every stairway landing shall have a
/ dimension, measured in the direction of
travel, at least equal to the stairway width.
If a door occurs at the landing, such
dimension need not exceed 36 inches. Section
3306 (g), 3304 (j).
jv1 An interior door may open at a landing that is
I not more than all lower than the floor level,
provided the door does not swing over the
landing. Section 3304(i).
Provide details of winding stairway complying
( with Section 3306 (d):
Minimum tread is 6 inches at any point
and minimum 9 inches at a point 12 inches
from where the treads are narrowest.
Maximum rise is 8 inches.
C. Minimum width is 36 inches.
9/2/92 4
Provide spiral stairway details, per Section
3306 (f):
Minimum run is 7 1/2 inches measured at a
point 12 inches from where the treads are
the narrowest.
Maximum rise is 9 1/2 inches. Maximum
clear opening between risers is 6 inches.
C. Minimum headroom is 6 feet 8 inches
d. The tread must provide a clear walking
area measuring at least 26 inches from the
outer edge of the supporting column to the
inner edge of the handrail.
Spiral stairways may not be used for required
exits when the area served is greater than 400
sq.. ft. Section 3306 (f). -.
Provide I.C.B.0. Research Report and number for
metal stairway, or submit plans and
calculations and approved fabricator registered
with the building department or note that the
stairway fabrication plans shall be submitted
to and approved by the building official prior
to installation.
Exterior stairways shall not project into the 3
/ foot setback from the property lines. Section
3306 (m).. -
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 (1).
4'. Within units, show that corridors have a
f minimum width of 36 inches. Section 3305 (b).
ROOFDG
X. Specify roof slope.
Roof slope is not adequate for roof type
/' specified. Table 32-B, D and E.
DECJC.
57. Specify roof-Amaterial and application.
Chapter 32.
Provide skylight details to show compliance
with Sections 3401 and 5207 or provide
I.C.B.0. approval number.
fr1 Plastic skylights must be separated from each
f 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 vent area is
1 1/150 of attic area or 1/300 of attic area if
at least 50% of the required vent is at least
3 feet above eave vents or cornice vents.
Show required area and area provided.
Section 3205 (c).
- AND MASONRY
Provide fireplace construction details or note
construction to be per attached fireplace
Standard drawing. Chapter 37.
Show anchored veneer support and connections
attached to wood in Seismic Zones 3 and 4,
comply with Section 3006 (d)1 and Section 2515
(a). Show ties, #9 wire in horizontal
joints, etc.
/6- Show height and construction details of all
concrete and masonry walls. Chapters 24 and
26.
Show floor and roof connections to masonry 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
permitted.
Section 2310.
/
Show a minimum 2" air space and flashing
between planter and building walls.
Section 2516 (c) 7.
GARAGE AND CARPORTS
Garage requires one-hour fire protection on
the garage side of walls and ceiling common to
the dwelling. Table 5-B, Section 503 (d).
All elements supporting floor above garage,
including walls supporting floor joists, must
have one-hour fire-resistive protection on the
garage side. Section 503 (b)
Show a self-closing door, either 1-3/8" solid
core or a listed 20-minute assembly, for
openings between garage and dwelling.
Section 503 (d).
Specify I.C.B.0. or U.L. approval number for DEJ&. ,. roof materials not covered in U.B.C., a g tile, etc. Section 107. /
59. Specify minimum 1/4 inch per foot roof slope
for drainage or design to support accumulated
water. Section 3207 (a) and Section 2305 (f). 'L#1)$ —St 11 11 2." Ft ROOF 'D.CIL
G Show roofydrains and overflows. Section 3207.
5/22/92 .5
7J. Garages are not permitted to open into a room
/ used for sleeping purposes. Section 1104.
7/ An occupancy separation is not required between 7 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).
Provide an 18" raised platform for any FAU, / water heater, or other device in the garage
which may generate a flame or spark. U?IC
Section 508, UPC Section 1310 (a).
FOUNDATION ,cuuijcvrS
Per soils report, note on the plan the soils
classification, whether or not the soil is
expansive and the allowable bearing value.
Section 2905 (c).
The foundation plan does not comply with the 7 soils report recommendations for this project.
Please review the report and modify design,
notes and details as required to show
compliance:__________________________________
Provide notes on the foundation plan listing / the soils report recommendation for
foundations, slab and building pad preparation.
pi. The soils engineer recommended that he/she / review the foundation excavations. Note on
the foundation plan that "Prior to the
contractor requesting a Building Department foundation inspection, the soils engineer
shall advise the building official in writing that:
The building pad was prepared in
accordance with the soils report,
The utility, trenches have been properly
backfilled and compacted, and
The foundation excavations comply with the intent of the soils report".
Provide a letter from the soils engineer
/ confirming that the foundation plan, grading
plan and specifications have been reviewed and
'that it has been determined that the
recommendations in the soils report are
properly incorporated into the construction
documents (when required by the soil report).
Show height of all foundation walls. Chapter
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.
85. Note on plans that wood shall be 6" minimum
above finish grade. Section 2907 (a).
'SEE I''/P1 (D-6 Note on plans' that surface water will drain
away from building and show drainage pattern
and key elevations. Section 2905 (f).
Dimension foundation per U.B.C. Table 29A:
Floors Footing
Supported* 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.
fi€ Show foundation sills to be pressure treated,
or equal. Section 2516 (c) 3.
Show foundation bolt size and spacing.
I Section 2907 (f).
Specify size, I.C.B.0. number and manufacturer
f of power driven pins and expansion anchors.
Show edge, end distances and spacing.
Section 302 (d).
If required, show size, embedment and location / of hold down anchors on foundation plan.
Section 302 (d).
If hold downs are required, note on plan that
I hold down anchors must be tied in place prior
to foundation inspection. Section 305 (e) 1.
/9 Show adequate footings under all bearing walls
and shear walls. Section 2907 (b).
5/22/92 6
Show on the plans stepped footings for slopes / steeper than 1:10. Section 2907 (c).
Show minimum 18" clearance from grade to / bottom of floor joists and minimum 12"
clearance to bottom of girders. Section 2516
(c) 2.
Show pier size, spacing and depth into
( undisturbed soil. Table 29-A.
Show minimum underfloor access of 18" x 24".
' Section 2516 (c)2. -
Show minimum underfloor ventilation equal to 1
/ sq. ft. for each 150 sq. ft. of underfloor
area. Openings shall be as close to corners as
practicable and shall provide cross ventilation.
on at least two approximately opposite sides.
Section 2516 (c) 6. -
FRAMING
Show wall bracing. Every exterior wood stud
/ wall and main cross-stud partition shall be
braced at each end at least every 25 feet of
length with 1 x 4 diagonal let-in braces or
equivalent. Section 2517 (g) 3, Table 25-V.
In 2-story buildings, shear panels at the
first story (at least 48 inches in width)
shall be located at each end or as near
thereto as possible and comprise at least 25
percent of the linear length of the wall, or
provide design. Section 2517(g)3, Table 25-V.
Note cross bridging or blocking. Floor joists 7 and rafters 12" or more in depth shall be
supported laterally by bridging at intervals not exceeding 8 feet, unless both edges are held inline. Sec. 2506 (h).
ø. Show blocking at ends and at supports of floor
7 joists, rafters and trusses at exterior walls.
Section 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
7 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)5.
Show rafter purlin braces to be not less than 7 45 degrees to the horizontal.
Section 2517 (h) 6.
- p(. Show double top plate with minimum 48" lap
splice. Section 2517 (g) 2.
Show nailing will be in compliance with Table f 25-Q.
Show or note fire blocks at the following
locations per Section 2516 (f):
In concealed spaces of stud walls and
partitions, including furred spaces, at
the ceiling and floor levels and at 10
foot intervals both vertical and
horizontal;
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;
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; and
At openings between attic spaces and
chimney chases for factory-built
chimneys.
y. 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 2516(f)4.
Show stud size and spacing. Maximum allowable f stud heights: Bearing wall: 2 x4 and 2 x 6
max. 101; Non-bearing: 2 x 4 max. 141, 2 x 6
max. 201. Table 25-R-3.
J4. Studs supporting two floors, a roof and 7 ceiling must be 3 x 4 or 2 x 6 at 16" 0-c.
Table 25-R-3.
1)1'. Note on A.I.T.C. Certificate of Compliance for
I glued laminated wood members shall be given to
the building inspector prior to installation.
Section 2505.
Detail all post-to-beam and post-to-footing /3. connections and reference the detail to the
plan. Section 2516 (m).
1)41 Detail shear transfer connections, including
f roof and floor diaphragms, to shear walls.
1 Section 2513.
5/22/92 . 7
l)4 Specify nail size and spacing for all shear f walls, floor and roof diaphragms. Indicate
required blocking. Maintain maximum diaphragm
dimension ratios. [Tables 25 I, J, IC and
Section 4714 (d)3.
Provide truss details and truss calculations / for this project. Specify truss identification
numbers on the plans.
1. Show 1/2" minimum clearance between top plate
I of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
Provide roof framing plan and floor framing
plan. Section 302 (d).
1 . Provide framing sections through ••
Section 302 (4).
Specify all header sizes, for opening over 4' f wide. Section 2517 (g) 5.
Provide calculations for main vertical and
I' horizontal framing members and post footings.
Section 302 (b).
/
2. Provide calculations for lateral loads, shear
panels, shear transfer and related. Section
302 (b).
In Seismic Zones 3 and 4, the allowable shear /3.
wall values for drywall in Table 47-I must be
reduced 50 percent when considering earthquake
loads. This does not apply to wind loads.
Footnote 1.
)(4. Show on the plans all structural requirements / developed in the structural calculations.
Section 302 (d). (See comments below or at
end.)
/5- Columns and posts located on concrete or
masonry floors or decks exposed to the weather
or to water splash or in basements and which
support permanent structures shall be
supported by concrete piers or metal pedestals
projecting above floors unless approved wood
of natural resistance to decay or treated wood
is used. Section 2516 (c) 4.
Individual concrete or masonry piers shall /6-
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.
i,zl'. Show location of attic access with a minimum
I size of 22"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 30"
headroom clearance is required above the
opening. Section 3205(a).
A Show location of attic access with minimum
size 22" x 30". Section 3205.
Detail truss layout for 30" x 30" attic A
access, if required for equipment in the
attic, and detail 30" x 30" clearance through
truss webs.
,.x(o. Specify plywood and/or particle board
thickness, grade and panel span rating.
Table 25-S.
Show plywood sheathing over exposed eaves, or
I other weather exposed areas, is "bonded with
exterior glue." Plywood used for exterior
wall covering shall be the exterior type.
Section 2516 (i), 2516(g)3.
When roof pitch is less than 3:12, design /2.
ridge as a beam. Section 2517 (h).
Ridges, hips, and valleys shall be at least / one size larger than supported rafters.
Section 2517 (h) 3.
)4'4. 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.
Cripple wall studs exceeding 4 feet in height
shall be 3 inch by 4 inch or 2 inches by 6
inches when supporting 2 stories.
Section 2517 (g) 4.
137. Note on the plans that "all weather-exposed
surfaces shall have 'a weather-resistive
barrier to protect the interior wall covering
and that exterior. openings shall be flashed in
such a manner as to make them weatherproof".
Section 1708.
MECHANICAL (UNIFORM MECHANICAL a)DE)
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical
Code.
5/22/92 8
l8 Show the size, location and type of all 7 heating and cooling appliances or systems.
l)4 Every dwelling unit shall be provided with 7 heating facilities capable of maintaining a
room temperature of 70 degrees F. at 3 feet
above the floor in all habitable rooms. Show
basis for compliance. UBC, Sec. 1212.
Note on the plans that the FAU closet or 7 alcove must be 12 inches wider than the
furnace or furnaces being installed. UMC
Section 704.
/41.
-
Show minimum 30" deep unobstructed working
/2.
space in front of furnace. Section 505, UMC.
Furnace shall not be installed in any bedroom,
bathroom or in a closet or confined space with
access, only through such room unless specified
as direct vent appliance, enclosed furnace or
electric heating appliance.
Section 704 UMC.
Show source of combustion air to furnace, per /3.
chapter 6, UMC.
Show access to the attic containing. equipment 7 to be minimum 30 inches by 30 inches. The
opening may be 22 inches by 30 inches if the
equipment can be removed through such opening.
Section 708 UMC.
/5. Note that passageway to the attic 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.
/6- Show permanent electrical outlet and lighting
fixture controlled by a switch for furnace
located in. attic or underfloor space. Section
708 & 709 UMC.
/7. Show details to comply with Section 709 for
furnace under the floor, or Section 710 for
roof or outside furnace.
)4(8. Show I.C.B.O. approval number for prefab I fireplace. Show height of chimney above roof
/ per I.C.B.0. approval or Table 37-B.
Note on the plans that approved spark
I arrestors shall be installed on all chimneys.
Section 3703(h)
/0.Note on plan: Gas vents and non-combustible
piping, in walls, passing through three floors
or less shall be effectively draft stopped at
each floor or ceiling. UBC, Section 1706 (c).
Provide dryer vent to outside. UMC, Section f 1903.
All wiring shall comply with the National
Electrical. Code.
1)4. Show on the plan the amperage of the
electrical service, the location of the
service panel and the location of any sub-
panels. If service is over 200 amps, submit
single line diagram, panel schedule and load
calculations.
Show on the plan that receptacle outlets / comply with 1990 NEC Art. 210-52(a), which
reads as follows:
In every kitchen, dining room, parlor,
library, den, sunroom, bedroom, recreation
room, or similar rooms or area of dwelling
units, receptacle outlets shall be installed
so that no point along the floor line in any
wall space is more than 6 feet, measured
horizontally, from an outlet in that space,
including any wall space 2 feet or more in
width and the wall space occupied by fixed
panels in exterior walls, but excluding
sliding'panels in exterior walls. The wall
space fforded by fixed room dividers, such as
free-standing bar-type counters, shall be
included in the 6-foot measurement.
Dwelling Unit Receptacle Outlets
210.52(a)
.1
SIidng Panels at Doors
-e f_
L.,•....4....4•.._4 l-4411
8/5/92 9
id Show on the plan 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
along the wall line is more than 24 inches
measured horizontally from a receptacle outlet
in that space. 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
Hallways
210.52(h)
OR Ban . r-K Z; C-
flT
A-,
q e.3 ' LA
,i ,c.c
Dwelling Unit Re acle Outlets
Counter Tops
210.52q
1)1. 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.
As used in this subsection the ball length
shall be considered the length along the
centerline of the ball without, passing through
a doorway.
Show on the plan that lighting outlets in /b.
dwelling units comply with 1990 NEC Art. 210-
70(a) and (c), which read as follows:
(a) Dwelling Unit(s). At least one wall
switch-controlled lighting outlet shall be
installed in every habitable room; in
bathrooms, hallways, stairways, attached
garages, and detached garages with electric
power; and at outdoor entrances or exits.
(FPN): A vehicle door in an attached garage
is not considered as an outdoor entrance.
At least one lighting outlet controlled by a
light switch located at the point of entry to
the attic, underfloor space, utility room,, and
basement shall be installed only where these
spaces are used for storage or contain
equipment requiring servicing. The lighting
outlet shall be provided at or near the
equipment requiring servicing.
Where lighting outlets are installed according
to (a) above in interior stairways, there
shall be a wall switch at each floor level to
control the lighting outlet where the
difference between floor levels is six steps
or more.
Exception No. 1: In habitable rooms, other
than kitchens and bathrooms, or more
receptacles controlled by a wall switch shall
be permitted in lieu of lighting outlets.
Exception No. 2: In hallways, stairways, and
at outdoor entrances remote, central, or
automatic control of lighting shall be
permitted.
8/6/92 . .. . . 10
(c) Other Locations. At least one wall switch-
controlled lighting outlet shall be installed
at or near heating, air-conditioning, and
refrigeration equipment in attics or underfloor
spaces. The light switch shall be located at
the point of entry to the attic or underfloor
space.
G
Show on the plan that ground-fault circuit-
interrupter protection complies with 1990 NEC
Art. 210-8, which reads as follows:
Dwelling Units.
All 125-volt, sing1e-phase, 15- and 20-
ampere receptacles installed in bathrooms
shall have ground-fault circuit-interrupter
projection for personnel.
()"J' All 125-volt, single-phase, 15- or 20-
4mpere receptacles installed -in garages shall
have ground-fault circuit- interrupter
protection for personnel.
Exception No. 1 to (a)(2): Receptacles which
are not readily accessible.
Exception No. 2 to (a)(2): Receptacles for
appliances occupying dedicated space which are
cord- and plug-connected in accordance with
Section 400-7(a)(6), (a)(7), or (a)(8).
Receptacles installed under Exceptions to
Section 210-8(a)(2) shall not be conside:ed as
meeting the, requirements of Section 210-52(g).
All 125-volt, single-phase, 15- and 20-
fampere receptacles installed outdoors where
there is direct grade level access to the
dwelling unit and to the receptacles shall have
ground-fault circuit-interrupter protection for
personnel.
(FPN): See Section 215-9 for feeder
protection.
For the purposes of this section, "direct grade
level access" is defined as being located not
more than 6 feet, 6 inches (1.98m) above grade
level and being readily accessible.
All 125-volt, single-phase, 15- and 20-
4mpere receptacles, installed in crawl spaces at 1or below grade level and in unfinished
basements shall have ground-fault circuit-
interrupter protection for personnel.
Exception No. 1: A single receptacle supplied
by a dedicated branch circuit which is located
and identified for specific use by a cord- and
plug-connected appliance, such as a
refrigerator or freezer..
Exception No. 2: The laundry circuit as
required by Sections 210-52(f) and 220-4(c).
Exception No. 3: A single receptacle
supplying a permanently installed sump pump.
All 125-volt, single-phase, 15- and 20-
ampere receptacles installed within 6 feet of
a kitchen sink to serve counter top surfaces
shall have ground-fault circuit-interrupter
protection for personnel.
(FPN): The intent of this subsection is to
permit the exemption of receptacles which are
located specifically for appliances such 'as
refrigerators and freezers from ground-fault
circuit-interrupter protection for personnel.
GFCI Protection for Personnel
Receptacles in the Vicinity of Kitchen Sinks
210-8(e)(5) i-6-----I l-6-----I
I r, IReLI GFCI ,L__4 GFCI GFCI
C - 6 r I
ee GFCI GFCI
Kitchen
4. Show water heater size, type and location on
( plans. UPC, Section 1301.
'Note on the plans that "combustion air for
( fuel burning water heaters will be provided in
accordance with the Uniform Plumbing Code".
)(0. Fuel combustion water heater shall not be
( ' installed in clothes closets, in a bath or
bedroom, or in a closet opening into bath or
bedroom. UPC, Section 1309.
1ftf Provide adequate barrier to protect water
7 heater from vehicle damage. An 18" platform
for the water heater does not satisfy this
requirement. UPC, Section 1310.
8/6/92
Show T and P valve on water heater and show
1. route of discharge line to exterior.
UPC, Section 1007 (e).
Show that water heater is adequately braced to
/ resist seismic forces. UPC, Section 1310.
Show shower stall can accommodate a 30" circle /4-
and has a minimum floor area of 1,024 sq. in.
UPC 909 (d).
4. Provide clothes washer hook-up for each unit. I Title 24, Part 3.
EDvalves,
New water closets and associated flushometer
if any, shall use no more than 1.6
gallons per flush and shall meet performance
standards established by the American National
Standards Institute Standard A112.19.2, and
urinals and associated flushometer valves, if
any, shall use no more than one gallon per
flush and shall meet performance standards
established by the American National Standards
Institute Standard A11219.2 'H & S Code,
Section 17921.3(b).
WISE ThSULAIION (DUPLEXES)
30f. Show details of duplex common (party) walls
and floor/ceiling assemblies to achieve a
Sound Transmission Class (SIC) rating in walls
of 50 decibels and an Impact Insulation Class
(IIC) rating on floor/ceiling of 50 decibels.
Title 24.
i4. Show how penetrations of assemblies for
piping, electrical devices, recessed cabinets,
bathtubs, soffits, or. heating ventilating, or
exhaust ducts shall be sealed, lined, or
insulated to maintain required sound
transmission rating. Title 24.
Provide insulation in walls and ceiling to
achieve SIC of 50 between garage and living
area. if garage use is not controlled by
resident. Title 24.
p(. All energy items shown on the plans must be in
F agreement with the information shown on the
properly completed Form CF-lR.
173. Specify on the building plans all of the
mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Enemy Conservation Requirements".
J4. Show the make, model and efficiency of the
f space heating (or cooling) system and provide
heat loss calculations if the output exceeds
45,000 BTU/Hr.
For room additions, show that the glazing area
f of the addition does not exceed 16% of the
newly-conditioned floor area, plus glazing
removed or relocated due to the addition.
Provide fluorescent general lighting in
kitchen(s) per CAC, Title 24, 2-5352(3).
CARLSBAD S.F.D. & DUPLEX SUPPLDIENZ
Energy conservation design should be for Zone /7.
7.
Floor drains must have auto-prime (city
f policy).
For gas piping under slabs that serve kitchen
island cooktops, see the attached Policy 91-46
for special sleeve and clean-out requirements.
Note exhaust fans cannot be ductless type
/ (city policy).
J.. New residential units must be pre-plumbed for
f future solar water heating. Note "two roof
jacks must be installed" where the water
heater is in the one story garage and directly
below the most south facing roof (City
Ordinance No. 8093).
Incorporate the waterproofing details, on the
I attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall(s).
14. Note "two 3/4" copper pipes must be installed
f 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.
170. Provide plans, calculations and worksheets to 8093).
show compliance with current energy standaxds. C2-A 41a MUST INCLUDE TVI * At,DrflO ?.) All piping for present or future solar water
Sand
The regulations require a properly completed / heating must be insulated when in areas that
properly signed Form CF-IR to be either are not heated or cooled by mechanical means
imprinted on the plans, taped to the plans or (city policy).
cky backed" on the plans, •to allow the
building inspector to readily compare the
actual construction with the requirements of
the approved energy design.
8/11/92
8/11/92 13
)
Show on the Title Sheet on the plans, the
I information required by the attached
Developmental Services Sheet 112383.
All new residential buildings, including
/' additions, require a soils report. Please
submit two copies. Exception: If a room
addition is limited to one story and 1000 sq.
ft. in area, then a soils report is not
required. Esgil Corporation will advise the
City to place their soils notice stamp on the
plans. -
Heavy timber framing, minimum 6" x 10" beams
and minimum 8" x 8" post, for the structural
beam and column supporting the fire separation between the garage and living area above, is
acceptable if shown on the plans. (city policy).
All structures require a Class B roof covering,
except room additions. If a room addition
covers all of the existing building (2nd story
addition), then the above exception doesn't
apply.
City Ordinance 9792 requires two parking f spaces/unit with clear area of 20'x2O' i.e. no
washing machines, etc. Show compliance.
Only tank-type water closets that use an
average of 1.6 gallons of water per flush or
less, and urinals and associated flushometer
valves, that use an average of 1 gallon of
water per flush or less shall -be installed in
new construction. These provisions shall
apply to existing buildings only when toilets
are being replaced in existing bathrooms or
installed in new bathrooms.
Please see additional corrections, or remarks,
on the following page.
Olist
To speed up the recheck process, note on this
(or a copy) where each correction item
has been addressed, i.e., plan sheet, note or detail number, calculation page, etc.
193. Please indicate here if any changes have been
made to the plans that are not a result of
corrections from this list. If there are
other changes, please briefly describe them
and where they are located in the plans.
Have changes been made to the plans not
resulting from this correction list?. Please check.
The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, California 92123; telephone number
619/560-1468, to perform the plan check for your
project. If you have any questions regarding these
plan check items, please contact_________________
C'nuck eey\c\
at Esgil Corporation. If you have any questions
regarding City Building permit procedures, please
contact Carter Darnell at the City of Carlsbad,
2075 Las Palmas Dr., telephone 619/438-1161.
Thank you.
Enclosures:
Yes __No
Datei *~ Jurisdiction Ccirkbor(
Prepared byi ci Bldg. Dept.
VALUATION AND PLAN CHECK FEE E3 Esgil
PLAN CHECK NO. _92-1t4
BUILDING ADDRESS _24?i Ocea
APPLICANT/CONTACT 1e--A
BUILDING OCCUPANCY ________________
TYPE .QF CONSTRUCTION
PHONE NO. 945-3(,Oo
DESIGNER PHONE_____________
CONTRACTOR PHONE___________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
LAU3 Ls 74u12
- nee (C-
lSoo
Air Conditioninz
Commercial
Residential
-
Res. or Comm.
Fire _Sprinklers
Total Value
1 'c4o.s
Building Permit Fee
Plan Check Fee $ $ 10 t, E3
C 0 H tl C N T S: \)&t (1eA &s ci T. 1,
SHEET __L OF I.
12/87
1Ov LVTi4 M4P.1'722..
City of Carlsbad
BUILDING PLANCHECK CHECKLIST
DATE: 2.8 cxrr 92.. PLANCHECK N0Q892-1 i24
BUILDING ADDRESS: 2-438 cX.'E1"..J T
PROJECT DESCRIPTION: POR. ADD.
ASSESSOR's PARCEL NUMBER: 203 022. 17 EST. VALUE___________
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.
DENIAL
Please see the attached report of deficiencies
marked with;9 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: S. 2H EbELL Date: 28 rr92..
By:__ Date:________
By: Date:_________
ATTACHMENTS
O Dedication Application
O Dedication Checklist o Improvement Application
O Improvement Checklist
O Future Improvement Agreement
NAME:
ADDRESS:
CONTACT PERSON
PHONE:
P:docs\ch1ds1\bp0001.frm
.
' . REV 6/5/92
2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894
BUILDING PLANCHECK CHECKLIST
SITE PLAN
1 s 2nd,/ 3rd./
DD 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
I1 0 2. Show on site plan:
- ~Ap~r~!~a~g C, Existing Topography
B. Existi&Proposed Slopes
121' 0 0 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.
.)2L Id 0 4Cinciud'e ote: "Surface water to be directed away from the building foundation at a 2%
or no less than 5' or 2/3 the distance to the property line (whichever is less)."
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.).
521" 0 0 5. Include on title sheet
Site address
Assessor's Parcel Number
C.. 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:docs\chkIst\bp0001Jrm Page 1 of 4 REV 6/5/92
BUILDING PLANCHECK CHECKLIST•
DISCRETIONARY APPROVAL COMPLIANCE
1.,,.t./ 2nd./ 3rd./
0 0 0 6. Project does not comply with the following Engineering Conditions of approval for
Project No.
Conditions were complied with by: Date:_________________
DEDICATION REQUIREMENTS
0' 0 0 7. 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 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 o 0 8a. 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 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:
P:\docschkI.rtbpOOO1.frm - Page 2 of 4 ' . . REV 6/5/92
BUILDING PLANCHECK CHECKLIST
1 SW 2fldv' 3rdf
0 0 0 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 iésuance of a Building Permit.
Future public improvements required as follows:_____________________________
O 0 0 8c. Enclosed please find your Future Improvement Agreement. Please return signed and
notarized Agreement to the Engineering Department.
Future Improvement Agreement completed by:
Date:__________________
0 0 8d. No Public Improvements required. SPECIAL NOTE: Damaged or defective
improvements found adjacent to building site must be repaired to the satisfaction of
the City Inspector prior to occupancy.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section 11.06.030
of the Municipal Code.
O 0 0 9a. Inadequate information available on Site Plan to make a determination on grading
requirements. Include accurate grading quantities (cut, fill import, export).
O 0 0 9b. Grading Permit required. A separate grading plan prepared by a registered Civii
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: Date:
0 9c. No Grading Permit required.
BUILDING PLANCHECK CHECKLIST
P:\docs\chk19t\bp0001.frm Page 3 of 4 REV 6/5/92
1 SW 2nd/ 3rd/
DOD
MISCELLANEOUS PERMITS
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 return to the Engineering
Department together with the requirements on the attached Right-of-Way checklist, at
the time of resubmittal.
A SEWER PERMIT is required concurrent with the building permit issuance. The fee
is noted in the fees section on the following page.
O 0 0 12. INDUSTRIAL WASTE PERMIT is required. Applicant' must complete Industrial
Waste Permit Application Form and submit for City approval prior to issuance of a
Permit. •
Industrial waste permit accepted by:• • Date:
P:\doc8\chld9t\bp0001.lrm Page 4014 REV 6/5/92
CALCULATIONS WORKSHEET
EDU CALCULATIONS: EDU's:
ADT CALCULATIONS: ADT's:
N/14 FEES REQUIRED:
WITHIN CFD:
YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE)
ONO
1. PARK-IN-LIEU FEE
PARK AREA: FEE/UNIT:_________
2.TRAFFIC IMPACT FEE
ADT's: FEE/ADT:
BRIDGE AND THOROUGHFARE FEE
ADT's: FEE/ADT:____________
FACILITIES MANAGEMENT FEE
ZONE: FEE/EDU:_________
PUBLIC FACILITIES FEE
SEWER FEES PERMIT No.
EDU's: FEE/EDU:_________
BENEFIT AREA: FEE:
0 7. SEWER LATERAL REQUIRED (2,500 DEPOSIT)
REMARKS:
P:\docschkM\bpOOO1.frm REV 6/5/92
PLANNING CHECKLIST
Plan Check No. CBI?"?-/lZ'fAddress 2c/ lo OCi) Sr
1 Planner VAN LYNCH Phone 438-1161 ext. 4325
14 (Name)
rtL,L APN: 20O'17
Type of Project and Use &0 mu.-. a,mJ
Zone 12.3 Facilities Management Zone /
>S.
Legend
Item Complete
Item Incomplete - Needs your action
1, 2, 3 Number in circle indicates plancheck number where deficiency was
identified
[?Jii 0 Environmental Review Required: YES - NO TYPE______
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
Discretionary Action Required: YES - NO 2 TYPE
APPROVAL/RESO. NO. DATE:
PROJECT NO.
OTHER RELATED CASES:
Cornj,liance with conditions of approval? If not, state conditions which require action.
Conditions of Approval .
California Coastal Commission Permit Required: YES NO
DATE OF APPROVAL: b-'7 -Z6 ,
San DiegoCoast'District, 3111 Camino Del Rio North, Suite 200, San Diego, CA 92108-1725
(619) 521-8036
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
Landscape Plan Required: YES NO
See attached submittal requirements for landscape plans
Site Plan:
0 1. Provide a fully dimensioned site plan drawn to scale. Show: North
arrow, property lines, easements, existing and proposed structures,
streets, existing sireet improvements, right-of-way width and
dimensioned setbacks.
0 2. Show on Site Plan: Finish floor elevations, elevations of finish grade
adjacent to building, existing topographical lines, existing and proposed
slopes and driveway.
(2(0 Cl 3. Provide legal description of property.
19/0 '0 4. Provide assessor's parcel number.
Zoning:
M /C3 C 1 1. Setbacks: . 17W AA'
14
Front: Required 2.0 Shown 1
Int. Side: Required ID' Shown G .3'
Street Side: • -Required - Shown -
Rear: Required /0' Shown / /
0 2. Lot coverage: Required (4'09 Shown 2c
0 3. Height: Required 30' Shown Z 7"
0 4. Parking: Spaces Required 2- Shown -
Guest Spaces Required Shown
O 0 Additional Comments 1'~z'v 7k-i CItt.I'F CoA S,701-Comm, c 'o d 1ciit- Al.
7AL. Z)gxU.oP 1,ti èN T /J A) £ "I o4 46VOVS,65.
OK TO ISSUE AND END APPROVAL INTO COMPUTER V DATE
PLNCK.FRM
STATE OF CALIFORNIA—THE RESOURCES AGENCY
PETE WILSON, Governor
CALIFORNIA COASTAL COMMISSION
SAN DIEGO COAST AREA
3111 CAMINO DEL RIO NORTH, SUITE 200
SAN DIEGO, CA 92108-1725
619)
EXEMPTION LETTER
521-8036
DATE: kiti'- c2 (Q IF 2_-
NAME: _________________________________
This is to certify that this location and/or proposed project ha
s
b
e
e
n
reviewed by the staff of the Coastal Commission. A co
a
s
t
a
l
d
e
v
e
l
o
p
m
e
n
t
p
e
r
m
i
t
is not necessary for the reasons checked below.
The site is not located within the coastal zone as esta
b
l
i
s
h
e
d
b
y
t
h
e
California Coastal Act of 1976, as amended.
-The proposed development is included in Categorical Exclusion
N
o
.
adopted by the California Coastal Commission.
The propósed development is judged to be repair or maint
e
n
a
n
c
e
a
c
t
i
v
i
t
y
not resulting in an addition to or enlargement or expans
i
o
n
o
f
t
h
e
o
b
j
e
c
t
of such activities (Section 30610(d) of Coastal Act).
ZThe proposed development is an improvement to an existi
n
g
s
i
n
g
l
e
f
a
m
i
l
y
residence (Section 30610(c) of the Coastal Act) and not loca
t
e
d
i
n
t
h
e
area between the sea and the first public road or within 30
0
f
e
e
t
o
f
t
h
e
inland extent of any beach (whichever is greater) (Secti
o
n
1
3
2
5
0
(
b
)
(
4
)
o
f
14 Cal. Admin. Code.
The proposed development is-an improvement to an existing
s
i
n
g
l
e
f
a
m
i
l
y
- residence and is located in the area between the sea and thef
i
r
s
t
p
u
b
l
i
c
-- road or withi-n 300 feet of the inland extent of any beach -(w
h
i
c
h
e
v
e
r
i
s
- greater) but is not a) an increase of 10% or more of interna
l
f
l
o
o
r
a
r
e
a
,
- -
b) an increase in height over 10%, or c) a significant-non—
a
t
t
a
c
h
e
d
- structure (-Sections 30610(a) of Coastal Act and Section 132
5
0
(
b
)
(
4
)
o
f
Administrative Regulations).
(OVER)
Page 2
The proposed development is an interior modification to an existing use
with no change in the density or intensity of use (Section 30106 of
Coastal Act).
The proposed development involves the installation, testing.and placement
in service of a necessary utility connection between an existing service
facility and development approved in accordance with coastal development
permit requirements, pursuant to Coastal Act Section 30610(f).
The proposed development is an improvement to a structure other than a
single family residence or public works facility and is not subject to a
permit requirement (Section 13253 of Administrative Regulations).
The proposed development ,is the rebuilding of a structure, other than a
public worksfaciltty,de'stroyed -by-natural disaster. The replacement
conforms to all of the, requirements of Coastal Act Section 30610(g).
Other:
Please be advised that only the project described. above is exempt from the
permit requirements of the Coastal Act. Any change in the project may cause
it to lose its exempt status. This certification is based on information
provided by the recipient of this letter. If, at a later date, this
information is found to be incorrect or incomplete, this letter will become
invalid, and any development occurring at that time must cease until a coastal
development permit is obtained.
Truly yours,
6630A