HomeMy WebLinkAbout1630 JAMES DR; ; CB931109; Permitr
B U I L D I N G P E R N I T Permit No: C3931109
11/22/93 11:49 . Project No: A9301561
Page 1 of 1 Development No:
Job Address: 1630 JAMES DR Suite:
Permit Type: RESIDENTAL ADD/ALT
Parcel No: 156-211-13-00 Lot#:
Valuation: 25,988 4824 11/22/93 0001 0i.. 02
Construction Type: VN . .
. 36500
Occupancy Group: P3 . Refererice#: Status: ISSUED
Description: 292 SF BATH AND BEDROOM . Applied: 10/13/93
Apr/Issue: 11/22/93
Entered By: DC
App],/Ownr : FUNKHOUSER, DAVID 619 720-9675
1281 MAGNOLIA AVENIJ
CARLSBAD, CA 92C
__!!!ff!__ Credits -
Fee 533 0
Adjustments; :00 a s: .00
Total Fees: 0 tal P y r.s: 168.00
Bala - 365.011
Fee description c
e
F I Ext fee Data
ing
it 259.00
Check 168.00
!
lan
i "Y" i Fee:m 3.00
Each Plumbing Fixtu e or Tr p > 4 7. 0 28.00
Each Building Sewer INOORPORATED 15. 0 15.00
* PLUMBING TOTAL 1952 63.00
Enter "Y" for Electric Is /Feeg
y
10.00 1
Enter "Y"for Remodel U o 10.00 1
* ELECTRICAL TOTAL 0 20.00
Enter '1' for Mechanical Iss Fee> 15.00 Y
Each Instä1l/Reloc Vent 1 4.50 4.50
* MECHANICAL TOTAL , . , 20.00
L
~IN L APPROVt
DATE C ATE t, CLEAPa
CITY OF CARLSBAD
2075 Las Palmas Dr:, Carlsbad, CA 92009 (619) 438-1161
PERWr APP CATION
City of Carlsbad Building Department
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
I. PERMIT 1YPE
A - Li Commercial U New Building U Tenant Improvement
B - 0 Industrial 0 New Building 0 Tenant Improvement
C -XResidenlial 0 Apartment 0 Condo 0 Single Family Dwelling KAddition/Alteration
Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing
Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar 0 Other__________
PL1N CHECK NO. (9 /10 f
Fsr.vAL yg-ç---
PLAN CX DEPOSIT Al. g-
VALID. BY I)1_-
DATE -
4265 10/13/9 0001 01 02
C-PRMT 168.00
PROJECT INFORMATION I FOR OFFICE USE ONLY
Address I30 34M5 D. I uuiiaing or buite NO.
Nearest Cross Street 48p. AV
LEGAL DESCRIPTION Lot No. Subdivision Name/Number Unit No. Phase No. 9 gLshp / 17-7
CHECK BELOW IF SUBMIITED:
02 Energy Calcs 02 Structural Caks 02 Soils Report a I Addressed Envelope
DESCRIPTION OF WORK /f 4 Av%) ill
SQ. Fr. VI Z # OF STORIES
(IJNTA(1 PERSON (it different from applicant)
NAME ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
APPUANT U CONIHAUIUR U AGENT FOR GONTRAGIUR ^UWNER U AGENT FOR OWNER
NAME FIA4.'( PAL_ * ADDRESS 16 3o Jg
CITY AI.L*P STATE 4& ZIP CODE '720043 DAY TELEPHONE 71S-'8201
NAME f2,'( flh/4Z L- ADDRESS j,'3o Jip1 P11Vt
CITY c?rlUShl' STATE 40f ZIP CODE 20156 DAY TELEPHONE 7zS — Zo
IJJN IKItLIUK Ph//VI( 11Oa~EP'
r9glcn041 dl?.
CITY &5B,4D STATEC.4
STATE UC.
ADDRESS ,2B/ M,4cNZ)(I,1
ZIP CODE 92002' DAY TELEPHONE 720 —96 -76
LICENSE CLASS 6 CITY BUSINESS LIC. #
I-AFt fO o)( 97 1
CITY A-PIF STATE CA ZIP CODE 'TZo07 DAY TELEPHONE 713- I87o STATE UC. # WUKKEHS WMPENSA!ION
Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director of Industnal
Relations, or 'a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified
by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. Q.
INSURANCE COMPANY - Ji iJAJJ POLICY NO. ISO 1 6q 1/ 'EXPIRAi1ON DATE •7'- / —
...IulnaIclJ1z..Acnnlpu*JI1. I ..CLUlJ LlRfl III 111= pcttwi..a.itc Ut iliC WULA 101 WlHli tills PuI1111t IS Issucu, i snaii not empioy any person in any so as to become subject to the Workers' Compensation Laws of California.
SIGNATURE DATE
OWNER-BUILDER DECLARATION
-, 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.).
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 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 IOILIrI1ON CONTROL DIS'flUCF.
9. WNSThIJC711014 LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code).
LENDER'S NAME A14 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 UABILITIES JUDGMENTS COSTS
AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF ThIS PERMIT.
0511k An OSHA permit is required for excavations over 5'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).
PUCANT SIGNATURE - - , DATE: /0 -13 ¶3
WIP Finance
CITY OF CARLSBAD
INSPECTION REQUEST
PERNIT# CB931109 S FOR 04/01/94 INSPECTOR AREA PD
DESCRIPTION: 2.92 SF BATH AND BEDROOM PLANCK# CB931109
0CC GRP R3
TYPE: RAD CONSTR. TYPEVN
JOB.ADDRESS: 1630 JAMES DR STE: LOT:
APPLICANT: FUNKHOUSER, DAVID PHONE: 619 720-9675
CONTRACTOR: PHONE:
OWNER:. PHONE:
REMARKS: MH/DAVID/720-9965 INSPECTOR
SPECIAL INSTRUCT:
TOTAL TIME:
CD LVL DESCRIPTION ACT COMMENTS.
19 ST Final Structural
.29 PL Final Plumbing
39 EL Final Electrical
49 ME Final Mechanical
***** INSPECTION HISTORY '.
DATE DESCRIPTION . ACT' INSP . COMMENTS
122993 Interior Lath/Drywall AP. PD S
122993 Exterior Lath/Drywall AP PD
122393 . Insulation AP PY. ND TO INSULATE SKYLIGHT
1221.93 Rough Combo . .
AP PD
122093 . Shear Panels/HD's . AP PD .
122093 Roof/Reroof - AP PD
120293 Ftg/FoundatIon/Piers AP PD . .
120193 Underground/Under Floor AP PD . S
113093 Underground/Under Floor CA PD .
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(6I9) 560-1468
DATE: /— .26 — 9,3 DAPPLICANT
~ PLAN JURISDICTION: S- HEKER
DFILE COPY
PLAN CHECK NO: 9,3 - : SET: _J_
DDESIGNER
PROJECT ADDRESS: /30 7,4 x4
PROJECT NAME: A , J 4
The plans transmitted herewith have been corrected where
't 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:
Esgil staff didnot advise the applicant contact person that
plan check has been completed....
Esgil staff did advise applicant that the plan check has
been completed. Person contacted:_______________________
Date contacted:
0 REMARKS:
Telephone
d4 6"^4 By:/4eZ4-ic!/c Enclosures:
ESGIL CORPORATION - -
0 GA 0 CM -[]PC '-
11
• ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: /
JURiSDICTIID
JURISDICTION: CARLSBAD [PLAN CECKER
OFILE COPY
PLAN CHECK NO: 1"'3- 4~) SET: .2 DU?S
EDESIGNER
PROJECT ADDRESS:/3 ,
PROJECT.NAME: ZEE KbftHL
The plans transmitted herewith have been corrected where
U necessary and substantially COT:?ly with the jurisdiction's
building codes.
The plans transmitted herewith will substantially cornDly
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.
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:
H&rr,' J /(.30 iJ71 L)r, rf6ad ?c2'
Esgi1 staff didnot advise the applicant contact person that
plan check has been completed.
Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: Telephone
REMARKS:
By: Lu. Enclosures:
TION IOf/.(
DGA 0CM pc.
PLANcEcZNO: 1-
JURISDICTION: CITY OF CARLSBAD
TO: ,i./,,i 4'-
/c 30 1TA,-d
208
PROJ= ADDRESS: /c 3° j (.q 5
FWORAREA: 2 ci Z
STORI:
PLAN a)xxIOiI OI1..T
CITY OF CARLSBAD
SflE FANIIY AND DUPM DWELLINGS
FORJORD: 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. 8/1/+/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 speed up the recheck process, note on this list
(or a copy) where each correction.'item has been
addressed i.e., plan sheet, specification, etc. Be
sure to enclose the marked un list when you submit
the revised plans.
Date plans received by jurisdiction:
/-/-3
Date plans received by Esgil Corporation:
lel
Date initial plan check completed:
/ô-ç.-3 By: C.4t) 4, 411 Lt
Applicant contact person:
IIA114Y Ck OAAyL iephone: 72 5' - Zc' /
NOTE: PAGE NMOOM ARE NOT IN SEQUUM AS PAGES HAVING NO I7D4S NEEDING a)RRnoNs WE
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,
Suite t208, San Diego, California 92123,
(619) 560-11.58.
Please make all corrections on the original
tracings and submit two new sets of prints, to:
The jurisdiction's building department.
Indicate on the Title Sheet of the plans, the
/ name of the legal owner and name of person
responsible for the preparation of the plans.
Section 302(a)7..
All sheets of plans must be signed by the
( person responsible for their preparation.
(California Business and Professions Code).
Plans, specifications and calculations shall be
/ signed by the California state licensed
engineer or architect responsible for their
preparation, for plans deviating from
conventional wood frame construction. Specify
expiratiir date of license. (California
Business and Professions Code).
Specify on the Title Sheet of the plans the
gross floor area of each element of this
project including dwelling, garage, carport,
patio, deck and balcony. Section 302(d).
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).
J. Indicate distance from property lines to
/ proposed construction. Section 302(d).
Show on the title sheet all structures, pools,
walls, etc. included under this application.
Any portion of the project shown on the site
plan that is not included with the building
permit application filed should be clearly
identified as "not included."
Clearly show if the lower level is a basement
or a story, based on the definitions in
Sections 403 and 1.20. Plot the finish grade
(as defined) on the elevations and dimension
the distance to the floor above, for story
determination.
On the cover sheet of the plans, specify any
f items requiring special inspection, in a
format similar to that shown below or sticks'
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.
IT REQ. IF R'tkPJKS
CHECKED
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INS?.
STRUCTURAL CONCRETE
OVER 2500 PSI
PRESTRESSED STEEL
FIELD WELDING
HIGH STRENGTH BOLTS
EXPANSION ANCHORS
SPECIAL MASONRY
SPRAY) ON FIRE
PROOFING .'
PILES/CAISSONS
DESIGNER-SPECIFIED
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
Exterior walls closer than 3 feet to a
I 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).
i 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
detector with battery backup:
a Inside each bedroom.
Centrally located in corridor or area
giving access to sleeping rooms.
C. On each story.
d. In the basement, if part of the dwelling
unit. () When sleeping rooms are upstairs, at the
upper level in close proximity to the
0f 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 jj sleeping areas of the unit. Section
0. 121
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, except
that smoke detectors added at existing
construction need only be battery powered.
Section 1210.
V,S; )IIJId'IDlj P
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).
22. No habitable room, other than a kitchen, shall
be less than 7'0" in any dimension. Section
1207 (c).
4'. Sleeping rooms shall have a window or exterior
door for emergency exit. Sill height shall
not exceed 41." above the floor. The window
must have an openable area of at least 5.7
square feet with the minimum openable width
20" and the minimum openable height 24".
Section 1204.
/. Basements in dwelling units shall comly with
7 the above (even if not designated as sleeping
rooms). Section 1204.
,Z. 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
Openable window area in habitable rooms must
be 1/20 of the floor area and a minimum of 5
square feet. In bathrooms, laundry rooms and
similar rooms 1/20 of area is required and
minimum is 1.5 sq. ft. Section 1205 (c).
7. At least 1/2 of the common wall must be open
and have an opening not less than 25 sq. ft.
nor one tenth of the floor area of the
interior room if light and ventilation is
being supplied from an adjacent room.
Section 1205 (a).
28. 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
' 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
I 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)..
Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a
minimum of 710". Section 1207 (a).
3/ Dimension on the plans 30" clear width for 7 water closet compartments and 24" clearance in
front of water closet. Section 511 (a).
2/4/93 , .. .. - 3
Show safety glazing in the following Provide 36" high protective railing for
' locations, per Section 5406(d): porches, balconies, and open sides of stair
Where the nearest edge of glazing is landings. Openings between railings shall be
within a 26-inch arc 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.
higher above the walking surface).
Glazing greater than 9 square feet with /3. Show how guardrail connection details are
the bottom edge less than 18" above the adequate to support 20 pounds per lineal foot
floor and the top edge greater than 36" at a right angle to the top rail. Table 23-B.
above the floor (unless the glazing is
more than 36" horizontally away from £9. Provide stairway and landing details. Section
walking surfaces or if a complying / 3306 (b), (c) and (o).
protective bar is installed).
C. Glazing in shower and tub enclosures Maximum rise is 7" and minimum run is
(including windows within 5 feet of tub 1111. When the stairs serves less than 10
or shover floor). : occupants, or serves an unoccupied roof,
rise may be 8" maximum and run 9"
,g. Walls and floors separating units in a duplex minimum.
I shall be of one-hour fire-resistive
construction. Provide details of the Minimum headroom is 61-811.
assemblies. Section 1202(b). C. Minimum width is 36".
A mezzanine is an intermediate floor and may
not have a floor area exceeding 33 1/3 percent y. All handrails per Section 3306 (i), shall
of the total floor area in the room below. The I satisfy the following:
mezzanine floor must have a clear height of 7
feet, above and below, and must have the long Provide handrail for stairways with 4 or
side open to the room below except for posts more risers.
and protective walls or railings not exceeding
4.4" in height. Section 1717. Handrails and handrail extensions shall
be 34" to:38" above the nosing of treads.
The loft you show does not comply as a
mezzanine floor and is, by Uniform Building C. The handgrip portion of handrail shall be
Code definition, a story. Section 1717. not less than 1 1/2", nor more than 2" in
cross-sectional dimension.
4. Dwellings used for daycare for 7 to 12 children
/ shall comply with the special requirements in d. Except for stairs serving only one
Chapter 12 of Title 24. tenant, handrails shall be extended 12"
beyond the top and bottom of the stair.
XITS, SIAIJUYS, AND RAILINGS 45. Every stairway landing shall have a
49. Floors above the second story shall have not I dimension, measured in the direction of
less than 2 exits. Exceptions: 1. Occupied travel, at least equal to the stairway width.
roofs may have one exit if such occupied areas If a door occurs at the landing, such
are less than 500 square feet and located no dimension need not exceed 36 inches. Section
higher than immediately above the second story. 3306 (g), 3304 (j).
2. When the third flör within a unit does not
exceed 500 sq. ft., only one exit need be /7. An interior door may open at a landing that is
provided. Section 3303(a). not more than 8" lower than the floor level,
provided the door does not swing over the
. Required exit doorways shall be notless than landing. Section 3304(1).
( 36" in width and not less than 618". in height. 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 Setion
( 3306 (f):
Minimum r..m is 7 1/2 inches measured at
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. Miniirun 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 AOO
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 (in).
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).
Within units, show that corridors have a
minimum width of 36 inches. Section 3305 (b).
R0OFD
Specify roof slope.
Roof slope is not adequate for roof type
specified. Table 32-B, D and E.
Specify roof material and application.
Chapter 32.
Specify I.C.B.0. or U.L. approval number for
roof materials not covered in IJ.B.C., e.g.,
tile, etc. Section 107.
Specify minimum 1/4 inch per foot roof slope
for drainage or design to support accumulated
water. Section 3207 (a)and Section 2305 (f).
Show roof drains and overflows. Section 3207.
61. Provide skylight details to show compliance
with Sections 3401 and 5207 or provide
I.C.B.0. approval number.
Plastic skylights must be separated from each
other by at least 4 feet, 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
1/150 of attic area or /300 of attic area if
at least 50% of the reaui:ed vent is at least
3 feet above eave vents or cornice vents.
Show required area and area provided.
Section 3205 (c).
cXEREEE AND MADNRY
/&( 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 251.5
(a). Show ties, #9 wire in horizontal
joints, etc.
Show height and construction details of all / concrete and masonry walls. Chapters 24 and
26.
6)' 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 requires one-hour fire protection on
the garage side of walls and ceiling common to
the dwelling. Table 5-B, Section 503 (d).
70. 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)
71.-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).
5/22/92 .. . . . 5
Garages are not permitted to open into a room
/ used for sleeping purposes. Section 1104.
274, An occupancy separation is not required between
carport and residence, provided the carport is
open on two or more sides and has no enclosed
uses above. Section 503 (a) Exception 3.
7/. Show garage framing sections, sire of header
( over garage opening, lateral cross bracing at
plate line, method bracing garage front and
holddowms if required. Chapter 23.
NOTE: Maximum shear panel height-to-width
ratio is 3 1/2 to I. for plywood. Table 25-I.
/5. 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).
/6. Provide an 18" raised platform for any FAU,
water heater, or other device in the garage
which may generate a flame or spark. UMC
Section 508, UPC Section 1310 (a).
P0JNflAII0N KWJ(IXENTS
Per soils report, note on the plan the soils
classification, whether or not he soil is
expansive and the allowable bearing value.
Section 2905 (c).
7ft. The foundation plan does not comply with the
/ soils report recoendations for this project.
Please review the report and modify design,
motes 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.
14 The soils engineer recommended that he/she
/ review the foundation excavations. Note on
the foundation plan that "Prior to the
contractQr, requesting a Building Department
foundation..: inspection,. the soils engineer
'shall advise ''thè building: official in writing
that: .
I. 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
f 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
Show height of retained earth on all
/ foundation walls. Chapter 23.
JZ 1. 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.
fr~ Note on plans that wood shall be 6" mininrum
above finish grade. Section 2907 (a).
86. Note on plans that surface water will drain
away from building and show drainage pattern
and key elevations. Section 2905 (f).
/1. Dimension foundation per U.B.C. Table 29A:
Floors Footing
Suptorted* Stemwall Width Denth 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.
Show foundation sills to be pressure treated,
or equal. Section 2516 (c) 3.
Show foundation bolt size and spacing.
' Section 2907 (f).
Specify size, I.C.B.O. number and manufacturer
{ 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
hold down anchors must be tied in place prior
to foundation inspection. Section 305 (e) 1.
9y( 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.
PfflG
99. Show wall bracing. Every exterior wood stud
wall and main cross-stud partition shall be
braced at gachd at least every 25 feet of
th _ length wi 1 x 4 diagonal let-in braces or
equivalent. Section 2517 (g) 3, Table 25-V.
In 2-story buildings, shear pane l--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
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).
19 Show blocking at ends and at supports of floor
/ 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.
104 . 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) 5.
/5- Show raf ter purlin braces to be not less than
45 degrees to the horizontal.
Section 2517 (h) 6.
()Show double top plate with minimum 48" lap
splice. Section-2517 (g) 2.
/ 107. Show nailing will be in compliance with Table / 25-Q.
Show or note fire blocks at the following
/ locations per Section 2516 (1):
In concealed spares of stud walls and
partitions, including furred spaces, at
the ceiling and fiocr 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 rents, 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.
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
stud heights: Bearing wall: 2 x4 and 2 x 6
max. 101 ; Non-bearing: 2 x 4 max. 141 , 2 x 6
max. 201 . Table 25-R-3.
Studs supporting. two floors, a roof and
/ ceiling must be3x4or2x6at16"o.C.
Table 25-R-3.
Note on A.I.T.C. Certificate of Compliance for
" glued laminated wood members shall be given to
the building inspector prior to installation.
Section 2505.
Detail all post-to-beam and post-to-footing
connections and reference the detail to the
plan. Section 2516 (is).
14. Detail shear transfer connections, including
/ roof and floor diaphragms, to shear walls.
Section 2513.
5/22/92 7
I' I
iy. Specify nail size and spacing for all shear
/ walls, floor and roof diaphragms. Indicate
required blocking. Maintain maximum diaphragm
dimension ratios. [Tables 25 I, 3, K and
Section 4714 (d)].
l. Provide truss details and truss calculations
/ for this project. Specify truss identification
f numbers on the plans.
171. Show 1/2" minimum clearance between top plate
/ of interior partitions and bottom chord of
I trusses. (To ensure loading will be as
designed).
118. Provide roof framing. plan and floor framing
plan. Section 302- (d).
Provide framing secions through
Po,7 C Irk,.
Section 302 (d).
1Z. Specify all header sizes for opening over 4' / wide. Section 2517 (g) 5.
Provide calculations for main vertical and
I horizontal framing members and post footings.
Section 302 (b).
l7 Provide calculations for lateral loads, shear ( panels, shear transfer and related. Section
302 (b).
X3. In Seismic Zones 3 and 4, the allowable shear
wall values for drywall in Table 47-I must be
reduced 50 percent when considering earthquake
loads. This does not apply to wind loads.
Footnote 1.
,Z'4. Show on the plans all structural requirements
/ developed in the structural calculations.
Section 302 (d). (See comments below or at
end.)
Columns and posts located on concrete or
( masonry floors or decks exposed to the weather
or to water splash or in basements and which
support permanent, structures shall be
supported by..concrete piers or,-metal pedestals
projecting above floors unless 'approved wood
of natural resistance to decay or treated wood
is used. Section 2516 (c) 4.
16. Individual concrete or masonry piers shall
I 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.
11
Show location of attic access with a minimum " 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).
Show location of attic access with oir.inr.im
size 22" x 30". Section 3205.
l/. 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.
io. Specify plywood and/or particle board
( thickness, grade and panel span rating.
Table 25-S.
di. 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
ridge as a beam. Section 2517 (h).
Ridges, hips, and valleys shall be at least
7 one size larger than supported rafters.
Section 2517 (h) 3.
Y. In open beam construction, provide strap ties
across the beams at the ridge support.
Section 2501 (b).
24. If foundation cripple wall studs are less
I than 14" high, framing shall be solid
blocking, or sheathed with plywood. Section
2517 (g) 4.
]A/6. 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.
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.
?ANICAL (UNIFORM MECHANICALCODE)
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical
Code.
5/22/92 ,. - ' 'S - S .
C-i~38-)Show the location and t'y'pe of all
heating an dg appliances or systems.
( 139 Every dwelling unit shall be provided with
heating facilities capable of maintaining a
room temperature of 70 degrees F. at 3 feet
above the floor in all habitable rooms. Show
basis for compliance. UBC, Sec. 1212.
110. Note on the plans that the FAU closet or ( alcove must be 12 inches wider than the furnace or furnaces being installed. UMC
Section 704.
Show minimum 30" deep unobstructed working I 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.
1,4. Show source of combustion air to furnace, per
( Chapter 6, UMC.
)4. Show access to the attic containing equipment
( to be minimum 30 inches by 30 inches. The
opening may be 22 inches by 30 inches if the equipment can be removed through such opening.
Section 708 UMC.
4. 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.
Show permanent electrical outlet and lighting
fixture controlled by a switch for furnace located in attic or underfloor space. Section
708 & 709 UMC.
Provide dryer vent to outside. UMC, Section
( 1903.
All wiring shall comply with the National
Electrical Code.
15Z. Show on the plan the amperage of the
/ electrical service, the location of the t 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 /3-
comply with 1990 NEC Art. 210-52(a), which
reads as follows:
In every kitchen, dining room, parlor,
library, den, sunroorn, 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-tanding bar-type counters, shall be
included in the 6-foot measurement.
Dwelling Unit Receptacle Outlets
21052a
I
SIing Panes or Doors
L. Show details to comply with Section 709 for
I furnace under the floor, or Section 710 for
roof or outside furnace.
Show I.C.B.O. approval number for prefab f fireplace. Show height of chimney above roof
per I.C.B.O. approval or Table 37-B.
,s$. Note on the plans that approved spark
f arrestors shall be installed on all chimneys.
Section 3703(h)
Note on plan: Gas vents and non-combustible /40
piping, in walls, passing through three floors or less shall be effectively draft stopped at
each floor or ceiling. USC, Section 1706 (c).
8/5/92
9
14. 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 .pace or appliances occupying
dedicated space shall,, not b& considered as
these required outlets.
Dwelling Unit Receptacle Outlets
Counter Tops
2W.52(c)
r—±-2 2-+-2— —2 4'
0 _
:. Ca V-01
)3ther or
Mring Area
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 hail length
shall be considered the length along the
centerline of the hail without passing through
a doorway.
Dwelling Unit Receptacle Outlets
Hallways
2O.52(h) I
—
L-1 -°-
- E. ._.-5 I '' I- c'
6. Show on the plan that lighting outlets in
/ 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 wi'% 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, o ther
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.
17. Show on the plan that ground-fault circuit-
interrupter protection complies with 1990 EC
.rt. 210-8, which reads as follows:
(a) Dwelling Units.
All 125-vit, single-phase, 15- and 20-
ampere receptacles installed in bathrooms
shall have ground-fault circuit-interrupter
protection for personnel.
All 125-volt, single-phase, 15- or 20-
ampere 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:e as
meeting the requirements of Section 210-52g).
Al]. 125-volt, single-phase, 15- and 20-
ampere 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-
ampere receptacles installed in crawl spaces at
or 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 whih 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
(5) i__i
0
0 - r1. GrC GrCI GrCI
F 5. 5•
:_~I~
I e II GFC G.-ICI
PUNBThG (UN1Y04 PLINBThG CODE
(.bow water beater size, type and location on
plans. UPC, Section 1301.
Note on the plans that "combustion air for
I fuel burning water heaters will be provided in
accordance with the Uniform Plumbing Code".
66. 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.
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 11
Show I and P valve on water heater - and show
route of discharge line to exterior.
UPC, Section 1007 (e).
Show that water heater is adequately braced to
resist seismic forces. UPC, Section 1310.
,4. Show shower stall can accommodate a 30" circle
/7 and has a minimum floor area of 1,024 sq. in.
t?C 909 (d).
14. Provide clothes washer hock-up for each unit.
( Title 24, Part 3.
L~)166. New water closets
-
and associated fiushoneter
valves, if any, shall use no =re 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 flushometr valves, if
any, shall use no more thai one gallon per
flush and shall meet performance standards
established by the American National Standards
Institute Standard A112.19.2. H & S Code,
Section 17921.3(b).
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.
1h. 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.
lfrd. 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.
NOTE: Plans submitted after .January 1, 1993 must
comply with the new energy standards.
1)6. Provide plans, calculations. and worksheets to
/ show compliance vith current energy standards.
)71. 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.
All energy items shown on the plans irr.ist be in
I agreement with the information shown on the
properly, completed Form CF-lR.
Specify on the building -plans all of the
mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Measures Checklist."
l7 If. Show the make, model and efficiency of the
space heating (or cooling) system.
,7. For room additions, show compliance with the
/ energy standards. See attached.
Provide fluorescent general lighting (40
/ lumens per watt) in kitchen(s) and bathrooms.
y117. Provide a note on the plans stating "All new
/ glazing (fenestrations) will be installed
with a certifying label attached, show the U
value."
CARLSBAD S.F.D. & DUPLEX SUPPLEXDT
/118. Energy conservation design should be for Zone
7.
9. For gas piping under slabs that serve kitchen
island cooktops, see the attached Policy 91-46
for special sleeve and clean-out requirements.
New residential units must be pre-plumbed for
/ 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).
4. Note "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).
Incorporate the waterproofing details, on the /3.
attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall(s).
Show on the Title Sheet on the plans, the
/ information required by the attached
( - Developmental Services Sheet 112383.
6/25/93 - .-. 12
All new residential buildings, inclüdiñj
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.
4. All structures require a Class 3 roof covering,
/ except room additions. If a room addition
cc:ers all of the existing building (2nd story
addition), then the above exception doesn't apply.
City Ordinance 9792 requires two pa-king
/ spaces/unit with clear area of 20'x20' i.e. no
washing machines, etc. Show compliance.
,9. Overflow roof drains shill.'-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.
XIS1LAX7S
Please see additional corrections, or remarks,
on the following page.
o 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.
l. 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.
Yes No
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 -
ALC~O ,&•:
Thank you.
Enclosures:
v L2cs , 5'os
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6/25/93 . .. 13
Date Jurisdiction CARLSBAD
Prepared by
o Bldg. Dept.
VALUATION ANDPLAN CHECK FEE C) Esgil
PLAN CHECK NO. _f3 -/io7
BUILDING ADDS -//3o Ta.ni tr.
APPLICANT/CONTACT H. d/ PHONE NO.
UIIING OCCUPANCY D"E'SIGNER PHONE______________
TYPE 0? CONSTR UCTION
EUILDING ?0TI0N EUILDING APE.k VALUATION
E
VALUE
iULTI?LI
.2 5ft
Air Conditionine
Commercial I -
Residential
Res. or Comm.
- Fire Strinlers
Total Value
I____________ _________ _______
c 5Cf8•
Buildifid Permit Fee S_ $ 5&. 50
Plan Check Fee S 03
COMMCNIS:
SHEET OF I 12/87
_.JI1
4 'Foc
of Carlsbad
BUILDING PLANCHECK CHECKLIST'.
DATE: .10 - 101 -!q . . , PLANCHECKNO.____________
BUILDING ADDRESS: /30 t13 D.
ASSESSOR's PARCEL NUMBER: I- 7j 13 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, a 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 0. Make necessary corrections to
plans or specifications for compliance, with
applicable codes and standards. Submit corrected
plans and/or specifications to this office for review.
By:__ Date:_________
By: Date:_________
By: - . Date:_________
ATTACHMENTS.
O Dedication Application
0 Dedication Checklist
O Improvement Application
o Improvement Checklist
O Future Improvement Agreement
NAME:
CONTACTPERSON
ADDRESS: .
PHONE:
P:\doce\chk19t\bp0001.frm REV 6/5/92
2075 Las Palmas Dr. ..Ca'rlsbad, CA 92009-1576. (619) 438-1161• FAX (619) 438-0894
L ,. BUILDING PLANCHECK CHECKLIST
SITE PLAN :
1 s/2ndv4' 3rdv'
0 0 1. Provide, a fully dimensioned site plan drawn 'to scale. Show:
VA. North Arrow '6. Property Lines Easements
'-B. Existing & Proposed Structures E. Easements
/ C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets
El 0 0 • 2. Show on site plan:
A. Drainage Patterns ' C. Existing Topography'
B. Existing & Proposed Slopes -
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.
'0
<0 0
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)."
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
aminimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.).
5. Include on title sheet
,
Site address I ,
Assessor's. Paicel Number . •
0
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:
0° .
EXISTING PERMIT NUMBER DESCRIPTION 0
P:\docs\ch1dst\bp0001.frm Page 1 of 4 REV 6/5/92
BUILDING PLANCHECK CHECKLIST
DISCRETIONARY APPROVAL COMPLIANCE
y' 2nd,' 3rdv'
I1 D 6. Project does not comply with the following Engineering Conditions of approval for
/4 Project No.
Conditions were complied with by: Date:
DEDICATION REQUIREMENTS
EJ D 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 4'.
0. 0 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 $ 6'P -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:\docs\ch1l91\bp0001.frm . . Page 2 of 4 . REV 6/5/92
J
BUILDING PLANCHECK CHECKLIST
1sW 2ndv' 3rd 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 issuance 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:__'
2~/E] 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.
El 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 Civil
Engineer must be Submitted together with the completed application form attached.
NOTE: The Grading Permit must be issued and rough grading approval obtained prior
' to issuance of a Building Permit.
ZE3
Grading Inspector sign off by
0 9c. No Grading Permit required.
Date:
BUILDING PLANCHECK CHECKLIST
P:\doc9\chk19t\bp0001.frm Page 3 of 4 REV 6/5192
MISCELLANEOUS PERMITS
IT 1 SW 2nd! 3rd(
51j 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 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.
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:\docs\chkIt\bpOOO1.frm • • Page 4 of 4 • REV 6/5/92
CALCULATIONS WORKSHEET
EDU CALCULATIONS: EDU's:
2
ADT CALCULATIONS: ADT's:
FEES REQUIRED:
WITHIN CFD:
O YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE)
ONO .
0 1. PARK-!N-LIEU FEE . .
PARK AREA: FEE/UNIT:
.
O 23RAFFIC IMPACT FEE
ADT's: FEE/APT:
BRIDGE AND THOROUGHFARE FEE
S
ADT's: FEE/ADT:___________
FACILITIES MANAGEMENT FEE
ZONE: FEE/EDU:_________
0 5. PUBLIC FACILITIES FEE S S
O 6. SEWER FEES PERMIT No.
S EDU's:
•
FEE/EDU: $__________
BENEFIT AREA: FEE: • S $ S •
S 0 7. SEWER LATERAL REQUIRED (2,500 DEPOSIT) S • S
REMARKS: S S S • • S
P:\docs\chkIt\bpOOO1.frm S • REV 6/5/92
PLANNING CI-iECKLLsr
Plan Check No. £73 11,9qAd&ess /e30 ,IM p f)f .
Planner DAVID RICK Phone 438-1161 ext. 4328
(Name)
APN: . l 211- B
V V Type of Project and Use i-
Zone Facilities Management Zone
H 1 0
Legend'
N POI
kJ U Item Complete
Item Incomplete - Needs your action
1, 2, 3 Number in circle indicates plancheck number where deficiency was
identified
1TYPE 0 0 Environmental Review Required: YES - NO
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
C(c 0 Discretionary Action Required: YES - NO ZTYPE
APPROVAL/RESO. NO. DATE:
PROJECT NO.
OTHER RELATED CASES:
Compliance with coiditions of approval? If not, state conditions which require action.
Conditions of Approval
VO 0 California Coastal Commission Permit. Required: YES - NO
DATE OF APPROVAL:
San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108•1725
(619) 521-8036 0
0
•
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval _-
0 0'Landscape Plan Required S - 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 street irnprovemnts,'right-of-way width and
dimensioned setbacks.
Cl 2. Show on Site Plan: Finish floor elevations, elevations of finish grade
adjacent to building, existing topographical lines, existing and proposed
slopes and driveway. V
0 3. Provide legal description of property.
ro 0 4. Provide assessor's parcel number. V
1
Zoning: V f V
V 1. Setbacks: V
Front: Required Shown 27' V
Ent. Side: Required V 7 '6 "Shown 'y" V
V Street Side: VV. Required /V'ft Shown tth
V Rear: V Required ii. a' Shown 70'
0 2. Lot coverage: Required Shown r24(ZrZ)
0 3. Height: Required :30 V' Shown (?
0 4. Parking: Spaces Required 2 Shown 2
V
V V
Guest Spaces Required Shown
0 C3.0 Additional Comments-
OK TO ISSUE AND ENTERED APPROYAL INTO COMPUTER DATE
V PLNCK.FR.M