HomeMy WebLinkAbout1206 STRATFORD LN; ; CB901109; PermitBUILDING PERMIT
08/24/90 13:38
Page 1 of 1
Job Address: 1206 STRATFORD LN Str:
Permit Type: RESIDENTAL ADDITION/ALTERATION
Parcel No: 156-164-46-00
Valuation: 34,896
Construction* Type': NEW
Occupancy Group: Class Code:
Description: 480 SF/DEN BR AND BATH
Permit No: C8901109
Project No: A9001208
Development .No:
Fl: Ste:
7665 08/24/90 0001 01 02
C-PRPIT 376.00
-. - . Status: ISSUED
Applied: 07/03/90
Apr/Issue: 08/24/90
Validated By: RS
OWNER : BOLES, ERIK A. Lic. OWNER 619-729-0708-
CONTRACTOR :. LAMPERT, MURRAY M. CO;-----Lic. C 458038 619-287-3336
7414'RONDEL COURT -
SAN DIEGO, CA'92119 (t
~n l Fees Required *** -2***,/eés Coll'ected & Credits' /, r '1
Fees /582 00- \\
Adjustments: / '.00 Total Credits:\ .00
Al . Total Fees: / 582: a :00/ Tot PaymentsI: 206.00
/ /:,• / Bala n'ce'Due: \ 376.00
Fee description/ee'E Ext fee Data
-
Building Permit ( ,' I - /\ 317.00
Plan Check '-' I 206.00
Strong Motion Feet j: (J 2.00
* BUILDING TOTAL \ 'l 1 525.00
Enter "Y" for Plumbing Issue Fee - I' _ / / 7.50
Each Plumbing Fixture or Trap / / >' /- -3. 00/ 2. 5,0 7.50
Each Building Sewer \ C
suc~
\!.••-' •-. 6.50 . 6.50
* PLUMBING TOTAL \ - \c / - 22.00
Enter "Y" for Electri c\% / 5:00 Y
Other ;> /
,// 10.00 REMODEL
* ELECTRICAL TOTAL ($10 Minimüin)I ,' :fl'\ ) / 15.00
Enter 'Y' for Mechanical Issue Fee> "- 15.00 -Y
Each Install/RelocAppliance Veiit->__--1.00 4.50 4.50
* MECHANICAL TOTAL 20.00
- LI FL J
APPROVAL
11N LDATEf
cLEARANcI... —
-
CITY OF CARLSBAD
2075 Las PalmasDr., Carlsbad CA 92009 (619) 438-1161
PERMIT APPLICATION
City of Carlsbad Building Department
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
1. PERMIT TYPE
A - p cOMMERCIAL DNEW OTENANT IMPROVEMENT
B - 0 INDUSTRIAL DNEW DTEMANT IMPROVEMENT
C - 'RESIDENTIAL DAPARTMENT DCONDO INGLE FAMILY DWELLING
ODUPLEX DDEMOLITION DRELOCATION DMOBILE HOME DELECTRICAL DPLUMBING
DMECHANICAL DPOOL OSPA DRETAINING WALL DSOLARJOTHER
ii J)
IEST.VAL 34'ST('o I
I PLAN CE DEPOSIT I)"' I
I VALID. BY I
b DATE
) 01/03/90 0001 01
CL, L1113
02 C—PR.f 1 236.00
Streets
on
D2 Energy Calcs - LJ2 Strutura
ASSESSOR'S PARCEL lila '-j(g
l4P 112 Soils Report Ui Addressed EnveLope
EXISTING USE &/O4 ,,jc 4s4.< . PROPOSED USE tjQz /, 4'Z
DESCRIPTION OF WORK
'11) ,, , , 7v bciu ii P17/Lee
&h'7f UPt)1ii
BLDG. SO. FTG. # OF STORIES C26-
CONTA'T PERSON
4k0i4 /2/ ADDRESS 74(((( /2o)l-)Ddl CUI2-i
NAME
CITY
SIGNATURE at"4 ~L_
STATELon ZIP CODE 9)' f DAY TELEPHONE ) Y7'3
AP t'E'ONTRACTOR
NAME WJMTY 04f.ADDRESS
0 AGENT FOR CONTRACTOR DOWNER DAGENT FOR OWNER
7y'( ifjXij,dL 4v4r
CITY STATE4 ZIP CODE 4"i1j 07 DAY TELEPHONE -'7---
PROPERTY
,
2WNFR OWNER []LESSEE []TENANT
ADDRESS 1206
CITY &W I& 4P STATE ZIP CODE DAY TELEPHONE 7.-— p'70
CONTRAC 0,j ADDRESS 7 L(((( 14xn)o'L 4V124NAME
CITY lfP7D C"4 STATE ZIP CODE '/' q DAY TELEPHONE
SIGNATURE ad~
LICENSE CLASS I CITY BUSINESS LIC
TITLE DATE 7f'31
CITY STATE - ZIP CODE DAY TELEPHONE _-. STATE LIC.#
_7oF_ke_rs- Compensation Declaration: I hereby affirm that I have a certifica e of consent to self-insure issued by the Director of Industrial Relations,
or a certificate of Workers' Compensation Insurance by an aónitted insurer, or an exact copy or duplicate thereof certified by the Director of the
insurer thereof Ailed with the Building Inspection Department (Section 3800, Lab. C).
INSURANCE COMPANY ftj—e (1/41 POLICY NO.")"Y' ..-'C) -iP&.'1 EXPIRATION DATE
Certificate of Exemption: I certify that in the performance of the work for which this permit is issued. I shalt not employ any person in any manner
so as,to become subject to the Workers' Compensation Laws of California.
SIGNATURE 41444.0.Q1 to-'t--- DATE "7 I3/o
aration: I hereby affirm that I am exempt
0 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 said 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 sate.).
o I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code:
The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s)
licensed pursuant to the Contractor's License Law).
0 I am exempt under Section Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure,
prior to its issuance, also requires the applicant for such permit to file a signed Statement that he is licensed pursuant to the provisions of the
Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom,
and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not
more than five hundred dollars ($500)).
SIGNATURE DATE
COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
DYES DNO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES DM0
Is the facility to be constructed within 1,000 feet of the outer boundary of a school Site?
DYES DNO
IF AllY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS PET OR IS MEETING THE REQUIREMENTS
OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code).
LENDER'S NAME — LENDER'S ADDRESS
APPLICANT'S SIGNATURE
I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws relating
to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO
AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID
CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building
or ark authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended
or a ndoned at any ZZ he work is commenced for a period of 180 days (Section 303(d) Uniform Building Code).
A P CANT'S N URE DOWNER I 'CONTRACTOR []BY PHONE APPROVED BY:
WHITE: File YELLOW: Applicant PINK: Finance
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB901109 FOR 05/07/91 INSPECTOR AREA PD
DESCRIPTION: 480 SF/DEN BR AND BATH PLANCK# CB901109
TYPE: RAD
JOB ADDRESS: 1206 STRATFORD LN
APPLICANT: BOLES, ERIK A
CONTRACTOR: LAMPERT, MURRAY M. CO.
OWNER: BOLES, ERIK A.
REMARKS: MH/FRED/285-9222
SPECIAL INSTRUCT:
0CC GRP
CONSTR. TYPE NEW
STR: FL: STE:
PHONE: 619-729-0708
PHONE: 619-287-3336
PHONE: 619_730 P8,,
INSPECTORg ,4ZL
TOTAL TIME:
CD LVL DESCRIPTION ACT
19 ST Final Structural 14-
29 PL Final Plumbing
***** INSPECTION HISTORY
DATE DESCRIPTION ACT INSP COMMENTS
042691 Final Combo CO PD NO ACCESS 10:50
042291 Final Combo CO PD NO ACCESS
032991 Underground/Under Floor AP PD
031991 Rough/Topout NR PD
022091 Rough/Topout CA PD
021991 Final Combo CO PD
012991 Final Combo CO PD
121090 Interior Lath/Drywall AP PD
113090 Insulation AP PD
112090 Rough Combo AP PD
110990 Frame/Steel/Bolting/Welding CO PD
110990 Rough/Topout CO PD
110990 Rough Electric CO PD
110990 Frame/Steel/Bolting/Welding CO PD
110990 Rough/Topout CO PD
110990 Rough Electric CO PD
092590 Ftg/Foundation/Piers AP PD
39 EL Final Electrical
49 ME Final Mechanical
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO; CA 92123
(619) 560-1468
TE: A LCILT 9, /99
RISDICTION:
AN CHECK NO: - 1109 SET:
:OJECT ADDRESS:. 12049 SZM. IF ORP /JJ
OJECT NAME: g-iA,,J
DAPPLI
J LAN CHEC
DFILE COPY.
[-,UPS
flDESIGNER -J
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 tn,) are resolved and
checked by building department staff.
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.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicantcontact person.
The applicant's copy of the check list has been sent to:
Date 59rt acted: Telephone
REI1&KS:PP(..)CP&Yr IS, 1!) bP'711)PôL-
Esgil staff did not advise the applicant contact person that
plan check has been completed.
fl Esgil staff did advise a has
been completed. oo
By: -L -tL Enclosures:
ESGIL CORPORATION
8-/
0 GA . 0 AA 0 VW 0 DM
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619)560.1468
DATE: ,j1L.L' O7 /7O [JAPPLICANT
CT I OW JURISDICTION: oc HE
flFILE COPY
PLAN CHECK NO: 9D SET: nups
PROJECT ADDRESS:
DESIGNER
.crpp
PROJECT NAME: cc F: y (j;
fl 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 Li 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 Lj
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.
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:
79i/ Pi,Dz. C-ir
-.
Esgil staff did not advIse the applicant contact person that
plan check has been completed.
D Esgil staff did advise applicant that the plan check has
been completed. Person contacted:_______________________
Date contacted: Telephone #
REMARKS:
AAA Enclosures: OiQJq. t!F. t/S7 ESGIL CORPORATION
0 GA 0 AA 0 vw (:)DM
JURISDICTION: PlAAA0 Date plans received by plan checker: &-/11)9
PLAN CHECK NO.:•90 - / / 0 9fT.._Date plan recheck completed: _ 7_9DBy : é_PR RJAS !) I?
PROJECT ADDRESS: 1904 57 TPôE-1) /AA.J
TO: 4)oL.o #2[AIs)
RECHECK PLAN CORRECTION SHEET
FOREWORD:PLEASEREAD
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 disabled access. The plan check is based on regulations enforced
by the Building Inspection Department. You may have other corrections based on laws and ordinances
enforced by the Planning Department, Engineering Department or other departments.
The items shown below 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), of
the Uniform Building Code, the approval of the plans does not permit the violation of any state,
county or city law.
A. PLANS
() Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have been
returned to you by the jurisdiction, to:
&S-,IL 012. ib,cj7)
()To facilitate rechecking, please identify,
next to each item, the sheet of the plans
upon which each correction on this sheet has
been made and return this check sheet with
the revised plans.
() The following items have not been resolved
from previous plan reviews. The original
correction number has been given for your
reference. In case you did not keep a copy
of the prior correction list, we have
enclosed those pages containing the still
outstanding corrections. Please contact me
if you have any questions regarding these
items.
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 on the plans.
Have changes been made to the plans not
resulting from this correction list? Please
check.
____Yes No
.1 ra-/W._ WALL LiiJ _I)rID£fPbA'EIJAT F'nJo#s7_ AS, T##C Ju.D
OR—Forr ft_!-wA liOiT1tJk)._i - 12m, .i,crIs Th_f#i_P?/_o&J1i)c',
Form No. RPCS.41290
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619)560-1468
DATE: /u-/_y /.. /?D
JURISDICTION: CARLSBAD
PLAN CHECK NO: SET:..
A
J1iRISDICTION!
PLAN CHECKER
FILE COPY
UPS
DESIGNER
PROJECT ADDRESS: J761,-
PROJECT NAME: 37-O.Y.
fl 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.
U 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.
EJ The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
MM-The applicant's copy of the check list has been sent to:
,JJOUD
• .5Asi D/-r7u. 9?ii
Esgil staff didnot advise the applicant contact person that HE plan check has been completed.
0 Esgil staff did advise applicant that the plan check has
been completed. Person contacted:_______________________
Date contacted: Telephone #________________
0 REMARKS:
By : LfLL_. 4u-tt Enclosures: L) ,i ESGIL CORPORATION
';7-.-_ _________________ 0 GA • 0 AA D vw 0DM
FLAN CEECK NO: QO-'1a9
JURISDICTION: CITY OF CARLSBAD
TO:
PRQ)AEORSBS: )'lfib
FLOOR AREA: I/k)
STORIES:
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:
1988 UBC (eff. 1/1/90)
1988 UPC (eff. 1/1/90)
1987 NEC (eff. 10/28/87)
1988 UNC (eff. 1/1/90)
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), 1988 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
To snecd_jip 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 up list when you submit
the revised plans.
FIAN aici w
CITY OF CARLSBAD
S.E FAMILY AND WPLRE IIRLLThE
Date plans received by jurisdiction:
Date plans received by Esgil Corporation:
9'c)
Date initial plan check completed:
114 9e.) By: .,q &ITN
Applicant contact person:
. f24L /,sJ Telephone:
NC7: PAGE mmm ARE NOT IN AS PAG= Hain ND xxim smim QmucI(RIS mg mom.
List No. 12, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC)
PLANS
Please make all corrections on the original
tracings and submit two new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
Top— Esgil Corporation, 9320 Chesapeake Drive,
Suite #208, San Diego, California 92123,
(619) 560-1468.
Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have been
returned to you by the jurisdiction, to:
The jurisdiction's building department.
Indicate on the Title Sheet of the plans, the
name of the legal owner and name of person
responsible for the preparation of the plans.
Section 302(a)7.
4. All sheets of plans must be signed by the
person responsible for their preparation.
(California Business and Professions Code).
3'. Plans, specifications and calculations shall be
signed by the California state licensed
engineer or architect responsible for their
preparation, for plans deviating from
conventional wood frame construction. Specify
expiration date of license. (California
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).
7. Provide a statement on the Title Sheet of the
plans that this project shall comply with Title
24 and 1988 UBC, UMC and UPC and 1987 NEC.
Submit fully dimensioned plot plan drain 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).
Indicate distance fa.jn property lines to
proposed building. Section. 302(d).
l. Show on the title sheet all structures, pools,
walls, etc. included under this application.
Any portion of the project shown on the site
plan that is not included with the building
permit application filed should be clearly
identified as "not included."
i/. Clearly show if the lower level is a basement
or a story, based on the definitions in
Sections 403 and 420. Plot the finish grade
(as defined) on the elevations and dimension
the distance to the floor above, for story
determination.
17< On the cover sheet of the plans, specify any
( items requiring special inspection, by way of
the following:
REQUIRED SPECIAL INSTRUCTIONS
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 R4ARI(S
CHECKED
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP.
STRUCTURAL CONCRETE
OVER 2500 PSI
PRESTRESSED STEEL
FIELD WELDING
HIGH STRENGTH BOLTS
EXPANSION ANCHORS
SPECIAL MASONRY
SPRAYED ON FIRE
PROOFING
PILES/CAISSONS
DESIGNER-SPECIFIED
OTHER -
Exterior walls closer than 3 feet to property
( lines shall be one-hour rated construction and
have no openings. Table 5-A.
12/11/89 . 2
i. 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.
Section 1709.
if
. Projections, including eaves, may not extend I more than 12 inches into the 3 foot setback
from the property line. Section 1710.
i. Eaves over required windows shall be not less I than 30 inches from the side and rear property
lines. Section 504.
1/. 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.
I . 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 1710.
Show location of permanently wired smoke
detector: ,!. Centrally located in corridor or area
giving access to sleeping rooms. () On each story.
In the basement.
d When sleeping rooms are upstairs, at the
upper level in close proximity to the
stair.
fl. In rooms adjacent to hallways serving
bedrooms, when such roams 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.
GENERAL RIAL xLw1TS
Habitable rooms, other than kitchens, shall
contain at least 70 square feet of floor area.
At least one room shall have not less than 120
square feet of floor area. Section 1207 (b).
Window area must be at ]ast 1/10 of the floor
area and a minimum of 10 square feet per
Section 1205 (a). Appears to be deficient in
ryir-,,it7 RrTt,-J thiiuJ(-, £om
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 (a).
ff-XI67 1 L)h K / D ,,..)aJA /4. 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).
2/. Required windows shall not open into a roofed
porch unless the ceiling height is at least 7
feet, the longer side is at least 65% open,
and the porch abuts a street, yard or court.
Section 1205 (a).
2h. 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).
2I. Show discharge point for exhaust air to be at 1 least 5 feet from any mechanical ventilating
intake. Section 1205(c).
Ductless fans cannot be used in bathrooms if a I tub or shower is present. Section 1205(c).
No habitable room, other than a kitchen, shall
be less than 7'0" in any dimension. Section
1207 (c).
36. Show that ceiling height for habitable rooms I is a minimum of 71 6". Section 1207 (a).
7. Show ceiling height for laundry rooms, I hallways, corridors, and bathrooms is a
minimum of 71 0". Section 1207 (a).
3/. Dimension on the plans the 30" clear width for
water closet compartments and 24" clearance in
front of water closet. Section 511 (a).
G
Specify safety glazing for glazing in
hazardous locations such as glass doors,
glazing adjacent to doors and glazing adjacent
to walking surfaces. Section 5406.
/4. Glazing, in the same wall plane as a door,
must be safety glazing if within 12" of the
door and less than 60" above the walking
surface, unless the glazing is leaded or
faceted glass. Section 5406 (d) 6.
35. Glazing in shower and tub enclosures shall be
tempered, laminated or approved plastic
(including windows within 5 feet of tub, or
shower floor). Section 5406 (d) I.
2/12/90 3
(
Sleeping rooms shall have a window or exterior
door for emergency exit. Sill height shall not
44.
(
Provide stairway and landing details. Section
3306 (b), (c) and (p).
exceed 64" above the floor. The window must
have an openable area of at least 5.7 square Maximum rise is 7" and minimum run is feet with the minimum openable width 20" and 1111 . When the stairs serves less than 10
the minimum openable height 24". Section 1204. occupants, or serves an unoccupied roof,
rise may be 8" maximum and run 9"
31. Basements in dwelling units shall comly with minimum.
the above (even if not designated as sleeping
rooms). Section 1204. Minimum headroom is 61-811.
Walls and floors sepaiating in duplex units a / Minimum is 36". width
shall be of one-hour fire-resistive
construction. Section 1202(b).:'..-
G
All handrails per Section 3306 (j), shall
satisfy the following:
3. A mezzanine is an intermediate floor and may
f not have a floor area exceeding 33 1/3 percent I. Provide handrail for stairways with 4 or
of the total floor area in the room below. The more risers.
mezzanine floor must have a clear height of 7
feet, above and below, and must have the long Handrail shall be 36" to 38" above the
side open to the room below except for posts nosing of treads.
and protective walls or railings not exceeding
42" in height. Section 1716. c. The handgrip portion of handrail shall be
not less than 1 1/211 , nor more than 2" in
0. The loft you show does not comply as a cross-sectional dimension.
mezzanine floor and is, by Uniform Building
Code definition, a story. Section 1716. 4'?. Every stairway landing shall have a dimension,
/ measured in the direction of travel, at least
STAflAYS. AND RAfl.DIGS equal to the stairway width. Such dimension
ç need not exceed 36 inches. Section 3306 (g),
4!. Floors above the second story shall have not
less than 2 exits. Exceptions: 1. Occupied 3304 (j).
roofs may have one exit if such occupied areas / are less than 500 square feet and located no 48/ An interior door may open inward at the top
higher than immediately above the second story. / step of .a stairway provided the top step is
2. When the third floor within a unit does not not more than 7 1/2" lower than the floor
exceed 500 sq. ft., only one exit need be level. Section 3304 (i).
provided. Section 3303(a).
L.A. Required exit doorways shall be not less than
" 36" in width and not less than 6'8" in height,
and shall be capable of opening at least 90
degrees. Section 3304 (f).
Provide 36" high protective railing for
porches, balconies, and open sides of stair
landings. Openings between railings shall be
less than 611. Section 1711.
Show how guardrail connection.* details are
I adequate to support 20 pounds per lineal foot
at a right angle to the top rail. Table 23-B.
4. Provide details of winding stairway complying
/ with Section 3.306 (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.
5/10/90 4
Provide spiral stairway details, per Section
3306 (f):
62. Provide skylight details .to show compliance
with Sections 3401 and 5207 or provide
I.C.B.O. approval number.
a. Minimum run is 7 1/2 inches measured at a
point 12 inches from where the treads are 6. Plastic skylights must be separated from each
the narrowest, other by at least 4 feet. Section 5207 (a) 6.
b. Maximum rise is 9 1/2 inches. Maximum 64. Show attic ventilation. Minimum vent area is
clear opening between risers is 6 inches. 1/150 of attic area or 1/300 of attic area if
at least 5004 of the required vent is at least
C. Minimum headroom is 6 feet 6 inches 3 feet above eave vents or cornice vents.
Show required area and area provided.
d. The tread must provide a clear walking Section 3205 (c).
area measuring at least 26 inches from the
outer edge of the supporting column to the MASOWU
inner edgeof the handrail. /
.
Provide fireplace construction details or note 5/. Spiral stairways may not., be used for required construction to be per attached fireplace exits when the area served is greater than .400 standard drawing. Chapter 37. sq. ft. Section 3306 (f). .•. / ç(6. Show anchored veneer support and connections
Provide I.C.B.0. Research Report and number for ( attached to wood in Seismic Zones 3 and 4, metal stairway, or submit plans and comply with Section 3006 (d)l and Section 2515
calculations and approved fabricator registered (a). Show ties and #9 wire in horizontal
with the building department or note that the joints. stairway fabrication plans shall be submitted
to and approved by the building official prior 7. Show height and construction details of all
to installation. I masonry walls. Chapter 24.
Exterior stairways shall not project into the 3
foot from
$. Show floor and roof connections to masonry
setback the property lines. Section ( walls. Connection shall resist 200 pounds per
3306 (m). lineal foot or the actual design load,
whichever is greater. Cross grain tension or
5/.. The walls and soffits of the enclosed usable bending in wood ledgers is not permitted. space under interior stairs shall be protected Section 2310.
on the enclosed side as required for one-hour
fire-resistive construction. Section 3306 (m). . Show a minimum 2" air space and flashing
( between planter and building walls. Within units, show that corridors have a Section 2516 (c) 7.
minimum width of 36 inches. Section 3305 (b).
GARAGE AND CAR'S
ROOFThG
Garage requires one-hour fire protection on
6. Specify roof slope. the garage side of walls and ceiling co=on t0
Roof slope is not adequate for roof type
the dwelling. Table 5-B, Section 503 (d).
j
specified. Table 32-B,C,D and E.• 7.. All elements supporting floor above garage,
including walls supporting floor joists, must
Specify roof material and application. Chapter have one-hour fire-resistive protection on the
32. . - garage side. Section 503 (b)
19. Specify I.C.B.0.. or .. U.L. approval number for 7*. Show 1 3/8" solid core self-closing door for
roof materials not covered in U.B.C.,.e.g., ( openings between garage and dwelling. Section
tile, etc. Section 107. . • 503 (d).
61.
(
Specify mininniin 1/4 inch per foot roof slope 7(. Garages are not permitted to open into a room
for drainage or design to support accumulated . used for sleeping purposes. Section 1104. water. Section 3207 (a) and Section 2305 (f).
Show roof drains and overflows. Section 3207.
12/11/89 5
7A. An occupancy separation is not required between
I carport and residence, provided the carport is
open on two or more sides and has no enclosed
uses above. Section 503 (a) Exception 3.
7. Show garage framing sections, size of header
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.
7. Doors may open into, the garage only if the I floor or landing in the garage is not more than
one inch lower than 'the door threshold.
Section 3304 (i).
4. 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).
71h. Per soils report, note on the plan the soils
classification, whether or not the soil is
expansive and note the allowable bearing value.
Section 2905 (c).
7. The foundation plan does not comply with the
soils report recommendations for this project.
Please review the report and modify design,
notes and details as required to show
compliance:__________________________________
8). Provide notes on the foundation plan listing
I the soils report recommendation for
foundations, slab and building pad preparation.
sA.. Provide a letter from the soils engineer I 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).
The soils engineer recommended that he/she
review the foundation excavations. Note on
the foundation plan that "Prior to the
contractor requesting a Building Department
foundation inspection, the soils engineer
shall advise the building official in writing
that:
.1. The building pad was prepared in
accordance with the soils report,
The utility trenches have been properly
backfilled and compacted, and
The foundation excavations comply with
the intent of the soils report".
/3. 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 of
(. foundation to edge of cut or fill slopes and
show steepness and heights of cuts and fills.
Chapter 29.
8. Note on plans that wood shall be 6" minimum
I. above finish grade. Section 2907 (a).
Note on plans that surface water will drain
away from building and show drainage pattern
and key elevations. Section 2905 (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.
9. 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.0. number and manufacturer
I of power. driven pins. Show edge and end
distances and spacing. Section 302 (d).
2/13/90 6
If required, show size, imbedment and location
/ of hold down anchors on foundation plan.
Section 302 M.
4. If hold downs are required, note on plan that
hold down anchors Dust be tied in place prior
to foundation inspection. Section 305 (e) 1.
Show adequate footings under all bearing walls
and shear walls. Section 2907 (b)..
Show on the plans stepped footings for slopes
steeper than 1:10. Section 2907 (c).
9. Show minimum 18" clearance from grade to bottom
I of floor joists and minimum 12" clearance to
bottom of girders. Section 2516(c) 2.
9. Show pier size, spacing and depth •into I undisturbed soil. Table 29-A.
96. Show minimum underfloor access of 18" x 24". I Section 2516 (c).
9. Show minimum underfloor ventilation equal to 1
C 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.
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.
11/2. 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), 2517 (d) 6.
113. Show blocking at ends and at supports of floor
joists, rafters and trusses at exterior walls.
Section 2517 (dj 3, 2513...(h) 6.
icjie. Bearing partitions, perpendicular to joists,
shall not be offset from supporting girders,
beams, walls or partitions, more than the depth
of the joist. Section 2517 (d) 5.
Show rafter ties. Rafter ties shall be spaced
not more than 4 feet on center and be just
above the ceiling joists, where rafters and
ceiling joists are not parallel. Section 2517
(h) 4.
1716. Show rafter purlin braces to be not less than
45 degrees to the horizontal.
Section 2517 (h) 5.
17. Show double top plate with minimum 48" lap
splice. Section 2517 (g) 2.
l,8. Show nailing will be in compliance with Table
25-Q.
ith. Show or note fire stops 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 along the length of the
wall;
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; and
d. In openings around vents, pipes, ducts,
chimneys, fireplaces and similar openings
which afford a passage for fire at
ceiling and floor levels, with
noncombustible materials.
1j6. In duplexes, draft stops shall be provided in
I floor-ceiling assemblies and attics in line
with walls separating units and separating
units from common areas.
111. Show stud size and spacing.. Maximum allowable
stud heights: Bearing wall: 2 x4 and 2 x 6
max. 10'; Non-bearing: 2 x 4 max. 141 , 2 x 6
max. 20'. Table 25-R-3.I,9u1J,jpp,a1nj,j(7
I 41i1(L5 12. Studs supporting two floors, a roof and
I ceiling must be 3 x 4 or 2 x 6 at 16" o.c.
Table 25-R-3.
l. 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.
2/12/90 7
1A4. Detail all post-to-bean and post-to-footing
( connections and reference the detail to the
plan. Section 2516 (a).
Detail shear transfer connections, including
roof and floor diaphragms, to shear walls.
Section 2513.
Specify nail size and spacing for all shear
yalls.f1oor and roof diaphragms. Indicate
required blocking. Maintain maximum diaphragm
dimension ratios. [Tables 25 I, 3, K and
Section 4714 (d)].
Provide truss details and truss c.alculations
for this project. Specify truss identification
numbers on the plans.
118. Show 1/2" minimum clearance between top plate
I of interior partitions and bottom chord of
trusses. (To ensure loading will be as
designed).
49. Provide roof framing plan and floor framing / plan. Section 302 (d).
ito. Provide framing sections through
Section 302 (d).
41. Specify all header sizes for opening over 4'
wide. Section 2517 (g) 5.
12. Provide calculations for main vertical and
horizontal framing members and post footings.
Section 302 (b).
]!23. Provide calculations for lateral loads, shear
panels, shear transfer and related. Section
302 (b).
14. 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.
l5. Show on the plans all structural requirements
developed in the structural calculations.
Section 302 (d). (See comments below or at
end.) -
12. 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. Section2516 (c) 4.
l27. Individual concrete or masonry piers shall
( project at least 8 inches above exposed ground
unless the columns or posts which they support
are of approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (c) 4.
l8. Show location of attic access with minimum
size 22" x 30". Section 3205.
12!9. Show draft separation for attic areas between
units in a duplex. Section 2516 (f).
10. Specify plywood and/or particle board
thickness, grade and panel identification
index. Table 25-S.
111. When roof pitch is less than 3:12, design I ridge as a beam. Section 2517 (h).
42. If foundation cripple wall studs are less than
14" high, framing shall be solid blocking, or
sheathed with plywood. Section 2517 (g) 4.
13'3. 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.
134. 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.
15. Detail truss layout for 30" x 30" attic
access, if required for equipment in the
attic.
136. Ridges, hips, and valleys shall be at least
one size larger than supported rafters.
Section 2517 (h) 3.S//O3/LE
FiAlJs
0PE1D6EIJiJ
l7. In open beam construction, provide strap ties
across the beams at the ridge support.
Section 2501 (b).
Nf2ANICAL (UNIF0( MECHANICAL DE)
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniform Mechanical
Code.
2/12/90 8
8. Show the size, location and type of all heating
and cooling appliances or systems.
13. Show source of combustion air to furnace, per
Chapter 6, UMC.
.46. Every dwelling unit shall be provided with
I 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.. U3C, Sec. 1212.
:zli. Show minimum 30" deep unobstructed working
space in front of furnace. Section 505, UMC.
-0 -42 Furnace shall iiot be installed in any bedroom,
bathroom or in acloset or confined space with
access only throgh such:. room unless
specified as direct vent appliance, enclosed
furnace or electric heating appliance.
Section 704 UMC.
3. Show I.C.B.0. approval number for prefab
fireplace. Show height of chimney above roof
per I.C.3.0. approval or Table 37-3.
'14. 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.
4I5. Where equipment is installed in the attic, the
distance from the attic access to such
equipment shall not exceed 20 feet.
:1+. Note that passageway to the attic furnace shall
be unobstructed and have continuous solid
flooring not less than 24 inches wide.
Section 708 UMC.
Show permanent electrical outlet and lighting
/ fixture controlled by a switch for the attic
furnace. Section 708 INC.
148. Show details to comply with Section 709 for
furnace wider the floor, or Section 710 for roof or outside furnace.
1z(9. 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 (a) 6.
15 Provide Provide dryer vent to outside. UMC, Section
3.903.
ELECMICAL (RATIONAL a1CAL (X)DE
All wiring shall comply with the National
Electrical Code.
10. Show on the plan the amperage of the
electrical service, the location of the
service panel and the location of any sub-
panels. If service is over 200 amps, submit
single line diagram, panel schedule and load
calculations.
Show location of all electrical receptacles.
Electrical receptacle locations and/or spacing
is not adequate in
(i' Show at least one convenience outlet other
\J than outlets for laundry, etc., outdoors, in
and basements. NEC, Art. 210-52. ,garages
Note convenience outlets in bathrooms, kitchen
counter top(s) within 6 feet of the kitchen
sink, outdoors, and in garages and basements
(other than for laundry and similar equipment)
shall be GFI protected. NEC, Art. 210-8.
1'6. Note electrical system ground to be provided
I per NEC, Art. 250-81.
PIG (UND4 PIDD DE)
17. Show water heater size, type and location on
plans. UPC, Section 1301.
Show source for providing combustion air to
fuel burning water heater. If wall openings
in an enclosure are used, at least one-half of
the required opening area shall extend into-
the upper twelve inches of the enclosure and
one-half within the lower twelve inches. UPC,
Section 1307.
14. Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom. UPC, Section
1309.
110. Provide adequate barrier to protect water
heater from vehicle damage. An 18" platform
for the water heater does not satisfy this
requirement. UPC, Section 1310.
3/61. show T and P valve on water heater and show
route of discharge line to exterior.
UPC, Section 1007 (e).
1/19/90 9
l. Show that water heater is adequately braced to
' resist seismic forces, when not connected by
rigid pipe. UMC Section 504(d).
1. Show shower stall can accommodate a 30" circle
and has a minimum floor area of 1,0214 sq. in.
UPC 909 (d).
l4. Provide clothes washer hook-up for each unit.
I Title 24, Part 3.
NOISE INSULATION (DUPLEXES)
Show details of duplex common (party) walls and
floor/ceiling assemblies to achieve a Sound
Transmission Class (STC) rating in walls of 50
decibels and an Impact InsulatibnCläss (IIC)
rating on floor/ceiling of 50 decibels.
Title 24.
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.
16t. Provide insulation in walls and ceiling to
achieve STC of 50 between garage and living
area if garage use is not controlled by
resident. Title 24.
ENERGY CONSMATION
148. Provide plans, calculations and worksheets to
show compliance with current energy standards.
1. The regulations require a properly completed
1 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.
10. All energy items shown on the plans must be in
agreement with the information shown on the
properly completed Form CF-1R.
1T1. Specify on the building plans all of the
mandatory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Energy Conservation Reuirements".
1712. Show the make, model_and efficiency of the
space heating tor cooling) system and provide
heat loss calculations if the output -exceeds
45,000 BTU/Hr.
171L For room additions, show that the glazing area
of the addition does not exceed 16% of the
newly-conditioned floor area, plus glazing
removed or relocated due to the addition.
14. Provide fluorescent general lighting in
kitchen(s) per CAC, Title 24, 2-5352(J).
CARLSBAD S.F.D. & JPLU SUPPL1T
1/5. Energy conservation design should be for Zone
7.
1t6. Floor drains must have auto-prime (city
policy).
174. Note exhaust fans cannot be ductless type
(city policy).
New residential units must be pre-plumbed for
I 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).
1179. 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).
ljO. All piping for present or future solar water
I heating must be insulated when in areas that
are not heated or cooled by mechanical means
(city policy).
Ll. Incorporate the waterproofing details, on the
attached Policy 80-8, where interior living
space occurs below grade at the masonry
wall(s).
184. Show on the Title Sheet on the plans, the
I information required by the attached
Developmental Services Sheet 112383.
F183. 11 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. Ciei &JrrlJ rrY DL AS
t*001 r10JL6 .2.SfbLV.
14. 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).
2/26/90 10
18L All structures require a ClassB 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.
146. City Ordinance 9792 requires two parking
spaces/unit with clear area of 201 x20' i.e. no
washing machines, etc. Show compliance.
All chimneys attached to any appliance or
fireplace that burns solid fuel shall be
equipped with an approved spark arrester. The
net free- area of the spark arrester shall be
not less than four times the net free ara of
the outlet of the chimney. The spark arrester
screen shall have heat and corrosion resistance
equivalent to 12 gauge wire, 19 gauge
galvanized wire or 24 gauge stainless steel.
Openings shall not permit the passage of
spheres having a diameter larger than 1/2-inch
and shall not block the passage of spheres
having a diameter of less than 3/8-inch.
Enclosures:
PP'JID iF Tig ii:)
E vi -. ii irri !
MISCELT..MUS
18. Please see additional corrections, or remarks,
on the following page.
To speed up the recheck process, note on this
list (or a copy) where each correction item has
been addressed, i.e., plan sheet, note or
detail number, calculation page, etc.
Please indicate here if any changes have been
made to the plans that are not a result of
corrections from this list. If there are other
changes, please briefly describe them and where
they are located in the plans.
Have changes been made to the plans not
resulting from this correction list? Please
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___________________
7LEJJ
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.
2/14/90 11
Date s Jurisdiction CARLSBAD
Prepared byt E) Bldg. Dept.
:. VALUATION AND PLAN CHECK FEE 0 Esgil
PLAN CHECK NO. 90-//D?
BUILDING ADDRESS $TPri_JIJ
APPLICANT/CONTACT _A _Pi,J PHONE NO.
BUILDING OCCUPANCY DESIGNER PHONE____________
TYPE OF CONSTRUCTION Y CONTRACTOR 10 ONE
BUILDING PORTION BUILDING ARk VALUATION']VATUE
MULTIPLIER
I I ___ _____________
-
_____ • _______
Air Conditioninz
Commercial
-
Residential •
Res. or Comm.
Fire Sorinklers
•
: • •
Total Value
. I • • . .
• I
(7. Buildirid Permit Fee. $ • s Jh—QO
Plan Check Fee S S /Z
COMMENTS•
-.
SHEET /_OF 1 • 12/87
! e) BUILDING PLANCHECK
ENGINEERING CHECKLIST
(I) DATE: 2-5 UL 90 ITEM COMPLETE
" & PLANCHECK NO.__________________ ITEM INCOMPLETE - Li 12-042 NEEDSYOUR ACTION 1 2 3 - fl O- TTFORb r'J
S N R X ITEM SELECTED
T 0 0
C C C PROJECT ID:
H H H
E E E LEGAL REQUIREMENTS
C C C
K K K SitePlan
PL
Provide a to scale.. Show:
north arrow, propertyflnes, easements, existing and proposed
structures, streets, existing street improvements, right-of-
way width and dimensioned setbacks.
Show on si te plan: cFinish floor elevations, pad elevations ,
pograp 1 lines, existing and proposedipei, driveway
and drainage patterns
E 3. Provide legal description
Discretionary _Approval Compliance £-0A)'J "JOT COCT
/ 4. No Discretionary approvals were required.
Project complies with all Engineering Conditions of Approval
for Project No._______________________
Project does not comply with the following Engineering
Conditions of Approval for Project No.______________________
Conditions complied with by:Date:
FieldReview
Field review completed. No issues raised.
Field Review completed. The following issues or discrepancies
with the site plan were found:
Site lacks adequate public improvements.
Existing drainage improvements not shown or in conflict
with site plan.
8Wz9hD/ ?\ C. Site is served by overhead power lines.
D. Grading is required to access site, create pad or provide
for ultimate street improvement.
FRMOO1O. OH 08/29/89
I
Site access visibility problems exist. Provide onsite
turnaround or engineered solution to problem.
Other:_______________________________________________
Dedication Requirements
X. . No dedication required. -
Dedication required. Please have a registered Civil Engineer
or Land Surveyor prepare the appropriate legal description
together with an 84" x 11" plat map and submit with a title
report and the required processing fee. All easement documents
must be approved and signed by owner(s) prior to issuance. of
Building Permit. The description of the dedication is as
follows:
Dedication completed, Date: By: _______________
Improvement Reaui rements
'No public improvements required.
£...A
to occupancy.
Public improvements required. This project requires
construction of public improvements pursuant to Section 18.40
of the City Code. Please have a registered Civil Engineer
prepare appropriate improvement plans and submit. for separate
plancheck process through the Engineering Department.
Improvement plans must be approved, appropriate securities
posted and fees paid prior to issuance of permit. The required
improvements are:__________________________________________
Improvement plans signed, Date: By:
FRM001O.DH . 08/29/89
13. Improvements are requh'ed. Cnstructio of the (ublic O
improvements may be deferred in accordance with Section 18.40 , of the City Code. Please submit a letter requesting deferral
of the required improvements together with a recent title
report on the property and the appropriate processing fee so
we may prepare the necessary Future Improvement Agreement.
The Future Improvement Agreement must be signed, notarized and
approved by the City prior to issuance of a Building Permit.
Future Improvement Agreement completed, Date 0
Grading Requirements
[
V 13a. Inadequate information available on site plan to make a
determination on grading requirements. Please provide more
detailed proposed and existing elevations and contours.
Include accurate estimates of the grading quantities (cut,
fill, import, export).
2!
5X14. No grading required as determined by the information provided
on the site plan.
15. Grading Permit required. A separate grading plan prepared by
a registered Civil Engineer must be submitted for separate
plan check and approv.al through the Engineering Department.
Grading Inspector sign off. Date: By:
Miscellaneous Permits
-1/-16. Right-of-Way Permit not required.
Right-of-Way Permit required. A separate Right-of-Way Permit
issued by the Engineering Department is required for the
following:_______________________________________________
Sewer Permit is not required.
Sewer Permit is required. A Sewer Permit is required
concurrent with Building Permit issuance. The fee required
is noted below in the fees section.
_20. Industrial Waste Permit is not required.
FRM001O.DH 08/29/89
21. Industrial Waste Permit is required. Applicant must complete
Industrial Waste Permit Applicantion Form and submit for City
approval prior to issuance of Building Permits. Permits must
be issued prior to occupancy.
Industrial Waste Permit accepted -
Date: By:_________________
Fees Required
WIA 22. Park-in-Lieu Fee
Quadrant:_____ Fee per Unit: Total Fee:_______
t'JfPi 23. Traffic Impact Fee
Fee Per Unit:______________ Total Fee:________
NJJI4 24. Bridge and Thoroughfare Fee
Fee per Unit: Total Fee:________
rJ/I1 25. Public Facilities Fee required.
26. Facilities Management Fee Zone: Fee:
01 27. Sewer Fees Permit No. EDU's
Fee:
FJIL 28. Sewer Lateral required:
Fee:__________________
REMARKS:S4OWt\1 bQiflGE PçY T.E100- QA LOT
AJDPFSc - i
ENGINEERING AUTHORIZATION TO ISSUE PERMIT
BY: S.S2FIELELL Date: 23OqIX= 30
FRM001O.DH 08/29/89
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PLANNING CHECKLIST
Plan Check No. Address flO9 sba±forcL
Planner : Phone _438-1161
(Name..
Type of Project and Use O141e1 flrnhA4 RamrcArLLticYfl
- Zone 2-i Facilities Management Zone
Legend
Item Complete
Item Incomplete - Needs your action
1, 2, 3 Number in circle indicates plancheck number that deficiency
was identified
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 TYPE
APPROVAL/RESO. NO. DATE:
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions of approval? If not, state conditions whh.h
requir -tIö
Co ions fi. of Approval
M0 0 Coastal: YES NO DATE OF APPROVAL:
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.
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Site Plan: . .
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1. Provide a full _____ oned site plan drawn to scale. Show: North arrow, o ert line easements, existing and proposed
structures, streets, exis ing street improvements, right-of-way
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. width and dimensioned setbacks..
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2. Show on Site Plan. Finish floor elevations, elevations of finish
V grade adjacent to building, existing topographical lines, existing
and proposed slopes and driveway.
EJ 0 . 3. Provide legal description of property.
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4. Provide assessor's parcel number.
Zonin
Front:
/k5:
Required Shown Int. Side: Required Shown ) ( Street Side: Required Shown
Rear: - Required Shown
0 0 2. Lot coverage: Required Shown
do 0 -
3. Height: Required 35 Shown
eo 0 4. Parking: Spaces Required Shown
Guest Spaces Required Shown
Additional comments zad iciiarks have been made on the building plans. These
marked-up plans ray be picked up at the Building Department. These marked-
up plans must be. resubmitted with the revised plans for this project.
Have plans been marked up? YES NO _____ _
Additional Comme.nt sJi P1 _______________
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OK TO ISSUE
PLNCK.FRM