HomeMy WebLinkAbout1790 MAGNOLIA AVE; ; CB911048; PermitB U I L D I N G P E R M I T
09/25/91 12:00
Page 1 of 1
Job Address: 1790 MAGNOLIA AV Str:
Permit Type: RESIDENTAL ADD/ALT (OVER $10K)
Parcel No: 205-230-16-00
Valuation: 49,703
Construction Type: VN
Occupancy Group: R3/M
Description: 90 SF STORAGE
: 443 SF GARAGE
Class Code:
+ 296 SF RAD+
(LEGALIZE SOME EXISTING)
Permit No: CB911048
Project No: A91012o6
Development No:
Fl: Ste:
4562 09/'25/91 0001 01 02
C-PRHT 545-00
St4f-s~~~ED
Applied: 07/17/91
Apr/Issue: 09/25/91
Validated By: KZH
Appl/Ownr : JOEL ROGERS 729-0553
2942 HARDING ST STE. E ~~--
CARLSBAD, CA 92008
OWNER MOE, ~EWIS AND JULIE
*** Fees Required ~*
Fees:
Adjustments:
Total Fees:
Credits
.00
202.00
545.00
"A*
Fee description Ext fee Data
Building Permit
Plan Check
Strong Motion Fee * BUILDJ:NG TOTAL
Enter "Y" for Plumbing Issue ree
Each Plumbing Fixtur~ or
Each Water Heater and or
* PLUMBING TOTAL
Enter "Y" for Electric
Enter "Y" for Remodel
* ELECTRICAL TOTAL ($10 Minimum)
Enter 'Y' for Mechanical Issue fee>
lnstall Furn/Ducts >
Each Install/ eloc Appliance Vent>
* MECHANICAL TOTAL
1
1
9.00
4.50
415.00
270.00
5.00
690.00
7.50 Y
2.50
2.50
13.00
5.00 Y
10.00 Y
15.00
15.00 Y
9 .00
4.50
29 .00
l ~ A PROVALI L, l!'it
INSP . .t,~_..._~ _DATE#
CLEARANCE ---------
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad CA 92009 (619) 438-1161
•--------------------. -···-------~----·-~-----
PERMIT APPLICATION
City of carlsbad Building Departaent
2075 Las PalES Dr., carlsbad, CA 92009 (619) 438-1161
I. P£ltMI I hPE
A -U Commercial U New Building Li I enant Improvement
B -□ Industrial □ New Building □ Tenant Improvement
C -l(Residential D Apartment □ Condo ~{ngle Family Dwelling ,m Addition/ Alteration
□ Duplex □ Demolition □ Relocation □ Mobile Home □ Electrical □ Plumbing
□ Mechanical D Pool □ Spa □ Retaining Wall D Solar □ Other
2. PRQJF.Cf INFORMATION FOR OFFICE USE ONLY
Address \ t"P !"'\l"C:,'NC>l.lA i"\\Jer'uddmg or Suite No.
ZIP CODE
ADDRESS • .:Z<l4;). 1-,'\:~ E
ZIP CODE C/';2.QQ 7r -~o -3
ADDRESS L7'i0 (\').,,._io~Ol-lf'-~\.lL. .
ZIPCODE ':f:29?8 DAYTELEPHONE 7:2.Cf -~'-
NAME
CITY STATE
ADDRESS
ZIP CODE DAY TELEPHONE
STATE UC. # LICENSE CLASS CITY BUSINESS UC. #
Des1cNrn NAMEl<o-{ 'Q_:~~~ADDRess ~<l.42. l-\,-.,Qov-So S-c: ~ n:,;__ e:
?. ~ STATE Ce. ZIP CODE 12.ocfi DAY TELEPHONE ~STATE UC.# 7 j 40
Workers' Compensation Uedarat1on: I hereby affirm that I have a certificate of consent to self-msure issued by the Director of lndustnal
Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified
by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C).
INSURANCE COMPANY POLICY NO. EXPIRATION DATE
Ceruhcate of Exempt10n: I certify that m the performance of the work for whtch thts permit 1s issued, I shall not employ any person m any manner
so as to become subject to the Workers' Compensation laws of California.
SIGNATURE DATE
8. oWNmt-BOllDF.k DFl!CARXliuN
0Wner-Bu1lder Oeciarat1on: I hereby affirm that I am exempt from the COntracto?s License Law for the following reason:
D 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 Ccxle: 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.).
D 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 Llcense Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects
with concractor(s) licensed pursuant to the Contractor's Llcense law).
□ I am exempt under Section ________ Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair
any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the
provisions of the Contractor's license Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code)
or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars [$500)).
SIGNATURE DATE
COMPLEIE IHIS SECIION FOR NON-RESIDEN IIAL BUILDING FERMI IS ONLY:
Is the applicant or future building occupant required to submit a business plan, acutely ha1.ardous materials registration form or risk management and
prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Ha1.ardous Substance Account Act?
□YES □NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
□YES □NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
□YES □NO
IF ANY OF TIIEANSWERS ARE YFS, A FINAL CERTIFICATE OFoa:IJPANCY MAY NOT Bl! ISSUED AFTER JULY 1, 1989 UNU!SS THE APPLICANT
HAS Ml!T OR IS MEIITING THE REQUIREMENTS OF TIIE OFFICE OF EMERGENCY SERVICES AND THE AIR POLUJTION ffiNTII.OL DISl1UCT.
9. WNSIROCIION LENDING ACF.NCI
I hereby athrm mac there 1s a construcnon lendmg agency for the perlormance of uie work for which this permu 1s issued (Sec 309?(!) Civil Code).
LENDER'S NAME LENDER'S ADDRESS
IO. APPIJCXNI CP.klMCAliON
I certify that I have read the apphcat10n and state that the above mformatmn 1s correct. I agree to comply with all City ordmances 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 AISO AGREE TO SAVE INDEMNIFY AND KEEP IIARMIBSS TIIE CTlY OF CARISBAD AGAINSf AU. UABIIJTIES, JUDGMENTS, cnsrs
AND EXPENSES WHIOI MAY IN ANY WAY ACX:RUE AGAINSf SAID CTlY IN ffiNSEQUENCE OF TIIE GRANTING OF TIIlS PERMIT.
OSHA: An OSHA permic is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
Expiration. Every permit issu the Building Official under the provisions of this Code shall expire by limitation and become null and void if the
by sue permit is not commenced within 365 days from the date of such permit or if the building or work authorized by
ed at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code).
DATE: 7-11=1 ,
YEIJ.OW: Applicant PINK: Finance
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB911048 FOR 11/26/91
DESCRIPTION: 90 SF STORAGE+ 296 SF RAD+
443 SF GARAGE (LEGALIZE SOME EXISTING)
TYPE: RADMAJ
STR: JOB ADDRESS: 1790 MAGNOLIA AV
APPLICANT: JOEL ROGERS PHONE: 729-0553
PHONE:
---~~"---------------
INSPECTOR AREA MP
PLANCK# CB911048
OCC GRP
CONSTR. TYPE VN
FL: STE:
CONTRACTOR:
OWNER: MOE, LEWIS AND JULIE
REMARKS: MH/LOREN/747-9847
SPECIAL INSTRUCT:
PHONE: p, (
INSPECTOR J1v~~
TOTAL TIME:
LVL DESCRIPTION ACT COMMENTS CD
19
29
39
49
ST Final Structural -AP----------------PL Final Plumbing ~ EL Final Electrical
ME _F_i_n_a_1_M_e_c_h_a_n_i_c_a_1_______ _ _____________ _
------------------------------------
***** INSPECTION HISTORY*****
DATE DESCRIPTION ACT INSP COMMENTS
110791 Interior Lath/Drywall AP MP
103191 Rough Combo AP MP
102291 Roof/Reroof AP MP
100891 Ftg/Foundation/Piers AP MP 10/7/91 BY P.O.
100791 Ftg/Foundation/Piers AP PD
100491 Ftg/Foundation/Piers NR MP
DATE:
ESGIL CORPORATION
8-?0 -9/
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
ISDICTION
JURISDICTION: CfT'J OF ...1 A KER
PLAN CHECK NO: <=, I -/O(J,{l SET: 1[ □FILE COPY
□UPS
C,DESIGNER
PROJECT ADDRESS:_~/7.:......cj_O:...__~H.:...14:..:...::b:.......::clv~o~L~/~/'r--'----'-'4-c~r/=~---
PROJECT NAME : -=s'-'f__,D"'---'-8:,._,0"'o"'-'-''N'--_tl-'-, __ e_e=---H'--'o:::..,Dec.a,='-----'-Ftl--'--e...=
□
□
□
□
□
cJ I Lt?wl<;.
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.
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
The plans
plans are
list transmitted herewith is for your information.
are being held at Esgil Corp. until corrected
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:
~ Esgil staff did not advise the applicant contact person that
plan check has been completed.
O Esgil staff did advise applicant that the plan check has
been completed. Person contacted: ____ • ________ _
Date contacted: ________ _ Telephone# ________ _
□ REMARKS: ______________________ _
By: fH?€ DO(,../tF/JTIF
ESGIL CORPORATION
□GA UAA ORN ODM
Enclosures: -----------
fl-Z.7-"!I
r . '
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92.123
(6 I 9) 560-i 4-£8
DATE: :2..-9/
JURISDICTION: CARLSBAD
PLAN CHECK NO: SET: 1
PROJECT ADDRESS: / 7 q o 1---1 /4-6NOi... I 14-/Cr-Vt?
PROJECT NAME: SF.I) f+oo't.J ?, e.~Hc)D(FL, Fo.«..
D
D
D
D
LG1'V/S ~ ..J(,11..J/S"' lv!O~
I The plans transmitted herewith have been ~orrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's ~uilding codes when minor deficien-
cies identified--~----------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
The plans
plans are
list transmitted herewith is for your information.
are being held at Esgil Corp. until corrected
submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
18) The applicant's copy of the check list has been sent to:
R'.Dlj R-, Bt.Aei=..F'ot:.D
t±A:?DI .fJ(.-, S.T
Esgil staff did not advise the applicant contact person that
plan check has been completed.
O Esgil staff did advise applicant that the plan check has
been completed. Person contacted: ____________ _
Date contacted: ---------Telephone# ________ _
□ REMARKS: ______________________ _
By: ft6E Pt>L!t?IUTtc
ESGIL CORPORATION
□GA □AA ORN OnM
Enclosures: __________ _
7-3()-Cf/
!'LAH CH11CK NO: __ q....:....:./_-_I_O_ll--.:.....=.f! ____ _
JURISDICTIOll:~CI=I_.1-'0"'Y---"CARLSBAD===-------
l'O: !?01
2Pf4-Z.
P,
ENCLOSIJRES: ________________ _
PROJEC'.[ ADDRESS: _____________ _
I 7~ 0 10146NOL! A-
eo•J;J e tzJ;.1 r) ,J
FLOOR AREA: :z.__q (,,, -t
sroRIES: __________________ _
HEIGHr: _________________ _
R!MARKS:
!'LAH CORRl!CTIOII sm:t:r
CilY OF f:tW WP
S:rMllE V~Y AIID llOPLEX llWELLIIIGS
Date plans received by jurisdiction:
Date plans received by Esgil Corporation:
7-?D-"t/
Date initial plan check completed:
l?-Z-"f/ By: frB': DOLtGIJTI:
Applicant contact person: ~
P.P'1 P', 8i.adhc:.telephon -§IV 7-z,q -oSS5
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)
1990 NEC (eff. 7/1/91)
1988 UMC (eff. 1/1/90)
The above regulations
construction, regardless
adopted by ordinance.
apply to residential
of the code editions
Toe 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 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 up list when you submit
the revised plans.
IICJIE: PAGE 1U111ERS ARE IIOT Ill SEQ1JENCE AS PAGES BAVIIIG NO I"Il!NS IIEEDIIIG CXlRR!X:'ITOIIS WERE DELE:tED.
List No. 12, carlsbad Single Family Dwelling and Duplex With All Supplements. (1988 UBC)
.Y.
✓.
5.
/.
Please r..ake all corrections on the original
tracings and submit t1,.,•o new sets of prints, and
any original plan sets that may have been
returned to you by the jurisdiction, to:
Esgil Corporation, 9320 Olesapeake 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
narie of the legal o-..,,ner and name of person
responsible for the preparation of the plans.
Section 302(a)7.
All sheets of plans oust be signed by the
person responsible for their preparation.
(California Business and Professions Code).
5 IZIZ B B..o w
Plans, specifications and calculations shall be
signed by the California state licensed
engineer or architect responsible for their
preparation, for plans deviating from
conventional -..ood 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 d"'·elling., 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 1988 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).
/. Indicate distance
proposed building.
from property
Section 302(d).
lines to
7 /9/91
Show on the title sheet all structures, pools.,
walls., etc. included under this application.
Any portion of the project shown on the site
plOJJ that is not included with the building
permit application filed should be clearly
identified as "not included.11
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.
On the cover sheet of the plans., specify any
items requiring special inspection., in a
format similar to that sho'\,1J'l, below or sticky
back.
REQUIRED SPECIAL INSPECTIONS
In addition to the regular inspections., the
following checked items will also require
Special Inspection in accordance with Sec. 306
of the Uniform Building Code.
ITEM
SOILS COMPLIA!,CE
PRIOR TO
FOUNDATION INSP.
STRUCTURAL CONCREIE
OVER 2500 PSI
PRESTRESSED STEEL
FIELD WELDING
HIGH STRENGTH BOLTS
EX'PANSION ANCHORS
SPECIAL MASONRY
SPRAYED ON FIRE
PROOFING
PILES/CAISSONS
DESIGNER-SPECIFIED
OTHER
REQ. IF
CHECKED
rn PROllLIIOK
REMARKS
/, Exterior walls closer than 3 feet to property
lines shall be one-hour rated construction and
have no openings. Table 5-A.
2
G
0
;{.
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.
Projections, including
more than 12 inches
from the property line.
eaves, may not extend
into the 3 foot setback
Section 1710.
Eaves over required windows
than 30 inches from the side
lines. Section 504.
shall be not less
and rear property
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.
Projections, including eaves, shall be one-
hour fire-resistive construction, heavy timber
or of noncombustible material if they project
into the 31 setback area from the property
line. Section 1710.
Show location of permanently wired smoke
detector:
a. Centrally located in corridor or area
giving access to sleeping rooms.
b. On each story.
c. In the basement.
d. When sleeping rooms are upstairs, at the
upper level in close proximity to the
stair.
e. In rooms adjacent to hallways serving
bedrooms, when such rooms have a ceiling
height 24 inches or more above the ceiling
height in the hallway.
NOTE: Detectors shall sound an alarm audible in
all sleeping areas of the unit. Section 1210
When the valuation of a room addition or repair
exceeds $1,000, or when sleeping rooms are
created, smoke detectors shall be provided at
existing bedrooms per item 19 above. Section
1210.
Habitable rooms, other than kitchens, shall
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 least 1/10 of the floor
area and a minimum of 10 square feet per
Section 1205 (a). Appears to be deficient in
2/12/90
/s.
0
0
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).
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).
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).
Show discharge point for exhaust air to be at
least 5 feet from any oechanical ventilating
intake. Section 1205(c).
Ductless fans cannot be used in bathroocs if a
tub or shower is present. Section 1205(c).
No habitable room,
be less than 7 1011
1207 (c).
other than a kitchen, shall
in any dimension. Section
Show that ceiling height for habitable rooms
is a minimum of 7 1611 • Section 1297 (a).
Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a
minimum of 7'0". Section 1207 (a).
Dimension on the plans the 3011 clear width for
water closet compartments and 2411 clearance in
front of water closet. Section 511 (a).
Specify safety glazing for glazing in
hazardous locations such as glass doors,
glazing adjacent to doors and glazing adjacent
to walking surfaces. Section 5406.
Glazing, in the same wall plane
must be safety glazing if within
door and less than 6011 above
surface, unless the glazing is
faceted glass. Section 5406 {d) 6.
as a door,
12" of the
the walking
leaded or
Glazing in shower and tub enclosures
tempered, laminated or approved
(including windows within 5 feet of
shower floor). Section 5406 {d) 5.
3
shall be
plastic
tub or
1'-
I
/z.
13·
Sleeping rooms shall have a window or exterior
door for emergency exit. Sill height shall not
exceed 4411 above the floor. The window must
have an openable area of at least 5.7 square
feet ""ith the minicum openable width 2011 and
the minimum openable height 2411 • Section 1204.
Basements in d\,;elling units shall comly with
the above (even if not designated as sleeping
rooms). Section 1204.
~alls and floors separating units in a duplex
fire-resistive shall be of one-hour
construction. Section 1202(b).
A mezzanine is an intermediate floor and may
not have a floor area exceeding 33 1/3 percent
of the total floor area in tile room below, The
mezzanine floor must have a clear height of 7
feet, above and below, and must have the long
side open to the room below except for posts
and protective walls or railings not exceeding
4211 in height. Section 1716.
The loft you
mezzanine floor
Code definition,
show does not comply as a
a.~d is, by Uniform BuilGi~g
a story. Section 1716.
EXITS, STAIRWAYS, AND RAILINGS
Floors above the second story shall have not
less than 2 exits. Exceptions: 1. Occupied
roofs may have one exit if such occupied areas
are less than 500 square feet and located no
higher than immediately above the second story.
2. When the third floor wit.."iin a unit does not
-exceed 500 sq. ft., only one exit need be
provided. Section 3303(a).
Required exit doorways shall be not less than
3611 in width and not less than 61811 in height,
and shall be capable of opening at least 90
degrees. Section 3304 (f).
Provide 3611 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
adequate to support 20· pounds ··per· lineal foot
at a right angle to the top rail. Table 23-B.
5/10/90
1.r/" .Provide stairway and landing details. Section 7· 3306 (b), (c) and (p).
t
f·
a. Maximum rise is 711 and minimum nm is
1111 • When the stairs serves less than 10
occupants, or serves an unoccupied roof,
rise may be 8° maxir.rum and nm 911
min ir.nJ.n •
b. MinimuI:J headroom is 6' -811 •
c. Minim'.JI:J width is 3611 •
All handrails per Section 3306 (.j), shall
satisfy the following:
a. Provide handrail for stairways with 4 or
more risers.
b. Handrail shall be 34" to 3811 above the
nosing of treads.
c. The handgrip portion of handrail shall be
not less than l 1/2"~ nor more than 211 in
cross-sectional di.I!le~siort.
Every stain-:ay la."lding shall l'-..aYe a dimension,
measured in the direction of travel, at least
equal to the stairway wid.th. Such dimension
need not exceed 36 inches. Section 3306 (g),
3304 (.i).
An interior door may open inward at the top
step of a stain-·ay provided the top step is
not more than 7 1/211 lower than the floor
level. Section 3304 (i).
Provide details of winding stairway complying
with Section 3306 (d):
a. Minimum tread is 6 inches at any point
and minimum 9 inches at a point 12 inches
from where the treads are narrowest.
b. Maximum rise is 8 inches.
c. Minimum width is 36 inches.
4
I
I
Provide spiral stairway details, per Section
3306 (f):
a. Mini.mum nm is 7 1/2 inches measured at a
point 12 inches from where the treads are
the narrowest.
b. Maximum rise is 9 1/2 inches. Maximum
clear opening between risers is 6 inches.
c. Minimum headroom is 6 feet 8 inches
d. The tread must provide a clear walking
area measuring at least 26 inches from the
outer edge of the supporting column to the
inner edge of the handrail.
Spiral stairways may not be used for required
exits when the area served is greater than 400
sq. ft. Section 3306 (f).
Provide I.C.B.O. Research Report and number fo'r
metal stairway, or submit plans and
calculations and approved fabricator registered
with the building department or note that the
stair;;ay fabrication plans shall be submitted
to and approved by the building official prior
to installation.
Exterior stair..·ays shall not project into the 3
foot setback from the property lines. Section
3306 (n).
lbe walls and soffits of the enclosed usable
space under interior stairs shall be protected
on the enclosed side as required for one-hour
fire-resistive construction. Section 3306 (m).
Within units, show that
minimum wid.th of 36 inches.
ROOFING
Specify roof slope.
corridors have a
Section 3305 (b).
Roof slope
specified.
is not adequate for
Table 32-B,C,D and E.
roof type
Specify roof material and application. Chapter
32.
Specify I.C.B.O. or U.L. approval nwnber for
roof materials not covered in U.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.
12/18/90
®
0
Provide skylight details
with Sections 3401 and
I.C.B.O. approval number.
to show compliance
5207 or provide
Plastic skylights must be separated from each
other by at least 4 feet. Section 5207 (a) 6.
Show attic ventilation. Minimum vent area is
1/150 of attic area or 1/300 of attic area if
at least 50% of the required vent is at least
3 feet above eave vents or cornice vents.
Show required area and area provided.
Section 3205 (c).
KASOIIRY
Provide fireplace
construction to
standard drawing.
construction details or note
be per attached fireplace
Chapter 37.
Show anchored veneer support and connections
attached to wood in Seismic Zones 3 and 4,
comply with Section 3006 (d)l and Section 2515
(a). Show ties and #9 wire in horizontal
joints.
Show height and construction details of all
masonry walls. Chapter 24.
Show floor and roof connections to ma.sor.ry
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 211 air space and flashing
between planter and building walls.
Section 2516 (c) 7.
GARAGE AIID CARPOR:rS
Garage requires one-hour fire protection on
the garage side of walls and ceiling common to
the dwelling. Table 5-B, Section 503 (d).
All elements supporting floor above garage,
including walls supporting floor joists, must
have one-hour fire-resistive protection on the
garage side. Section 503 (b)
Show l 3/811 solid core self-closing door for
openings between garage and dwelling. Section
503 (d).
Garages are not permitted to open into a room
used for sleeping purposes. Section 1104.
5
I
I
I
0
I
An occupancy
carport and
open on two
uses above.
Show garage
over garage
plate line,
holddo"ns if
separation is not required between
residence, provided the carport is
or more sides and has no enclosed
Section 503 (a) Exception 3.
framing sections, size of header
opening, lateral cross bracing at
method bracing garage front and
required. Chapter 23.
NOTE: Maximum shear panel height-to-width
ratio is 3 1/2 to 1 for plywood. Table· 25-1.
Doors may open into the garage only if the
floor or landing in the garage is not more than
one inch lower than the door threshold.
Section 3304 (i).
Provide an 1811 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).
FOUNDATIO!I ~
Per soils report, note on the plan the soils
classification, whether or not tile soil is
e>.-pansive and note the allowable bearing value.
Section 2905 (c).
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: ________________ _
Provide notes on the foundation plan listing
the soils report recommendation for
foundations, slab and building pad preparation.
Provide a letter from the soils engineer
confirming that the foundation plan, grading
plan and specifications have been reviewed and
that it has been determined that the
recommendations in the soils report are
properly incorporated into the construction
documents (when required by the soil report).
2/13/90
y
y
recommended that he/she The soils engineer
review the foundation
·the foundation plan
contractor requesting
foundation inspection,
shall advise the building
that:
excavations. Note on
that 11Prior to the
a Building Department
the soils engineer
official in writing
1. The building pad was prepared in
accordance with the soils report,
2. The utility trenches have been properly
backfilled and compacted, and
3. The foundation excavations comply with
the intent of the soils report".
Show height of all foundation walls. Chapter
23.
Show height of retained earth on all
foW1dation walls. Chapter 23.
If cut or fill slopes exist,
foundation to edge of cut or
show steepness and heights of
Chapter 29.
show distance of
fill slopes and
cuts and fills.
Note on plans that
above finish grade.
wood shall be 611 ciinlJD",J.Jl
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
SUI!;J20rted,'t Stemwall Width Depth Thickness
l 6" 1211 1211
2 B" 1511 1811
3 1011 1811 2411
,',Foundations may support a roof in
floors. Where only a roof is
foundation for one floor.
6"
7"
8"
addition to the
supported, use
Y· Show foundation sills to be pressure treated,
or equal. Section 2516 (c) 3.
9r;J( Show foundation bolt size and spacing.
( -. Section 2907 (f).
__ / Specify size, I.C.B.O. number and manufacturer Jr· of power driven pins • Show edge and end
distances and spacing. Section 302 (d).
6
?f.
If required, show size, embedment and location
of. hold dos-n anchors on foundation plan.
Section 302 (d).
If hold do¥tns are required, note on plan that
hold do¥t'Il anchors must be tied in place prior
to foundation inspection. Section 305 {e) 1.
Sho\l adequate footings under all bearing walls
and shear s·alls. Section 2907 (b).
Show on the plans stepped footings for slopes
steeper than 1:10. Section 2907 (c).
Show minimum 1811 -Clearance from grade to bottom
of floor joists and minimum 1211 clearance to
bottom of girders. Section 2516 (c) 2.
Show pier size, spacing and depth into
undisturbed soil. Table 29-A;
ShO\o" minimum underfloor access of 1811 x 2411 •
Section 2516 (c).
9f Show minii.n.u:i 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.
/ 1)30. Show "''al 1 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 l x 4 diagonal let-in braces or
equivalent. Section 2517 (g) 3, Table 25-V.
I 101.
/i.
In 2-story buildings, shear panels at the first
story (at least 48 inches in ~idth) shall be
located at each end or as near thereto as
possible and comprise at least 25 percent of
the linear length of the s·all, 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 lateral.ly by bridging at intervals
not exceeding 8 feet, unless both edges are
held inline. Sec. 2506 (h), 2517 (d) 6.
Show blocking at ends and at supports ·of floor
joists, rafters and trusses at exterior walls.
Section 2517 (d) 3, 2517 (h) 6.
Bearing partitions, perpendicular to joists,
shall not be offset from supporting girders,
beams, "''alls or partitions, more than the clepth
of the joist. Section 2517 (d) 5.
7/6/91
1·
f
Show rafter ties. Rafter ties shall be spaced
not more than 4 feet on center and be just
abqve the ceiling joists, "''here rafters and
ceiring joists are not parallel. Section 2517
(h) 4.
Show rafter purlin braces to be not less than
45 degrees to the horizontal.
Section 2517 (h) 5.
Show double top plate with minimum 4811 lap
splice. Section 2517 (g) 2.
Show nailing will be in compliance "''ith Table
25-Q.
1oy. Show or note fire stops at the follo.,,,·ing
/ locations per Section 2516 (f):
a. In concealed spaces of stud ...-alls and
partitions, including furred spaces, at
the ceiling and floor levels and at 10
foot inten·als along the length of the
..,.all;
b. At all interconnections between concealed
vertical and horizontal spaces such as
occur at soffits, drop ceilings and cove
ceilings;
c. In concealed spaces between stair
stringers at the top and bottom of the
run and between studs along and inline
with the run of stairs if the ..,.alls 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, ~ith
noncombustible materials.
In duplexes, draft stops shall be provided in
floor-ceiling assemblies and attics in line
with walls separating units and separating
units from common areasa
Show stud size and spacing. Maximum allo~able
stud heights: Bearing wall: 2 x4 and 2 x 6
max. 10'; Non-bearing: 2 x 4 max. 141 , 2 x 6
max. 20 1 • Table 25-R-3.
Studs supporting two floors, a roof and
ceiling must be 3 x 4 or 2 x 6 at 1611 o.c.
Table 25-R-3.
Note on A.I.I.C. Certificate of Compliance for
glued laminated wood members shall be given to
the building inspector prior to installation.
Section 2505.
7
Detail all post-to-beam and post-to-footing
connections and reference t.he detail to the
plan. Section 2516 (m).
1/s. Detail shear transfer connections, including
roof and floor diaphragms, to shear "''alls.
Section 2513.
I
Specify nail size
,,:alls, floor and
required blocking.
dimension ratios.
Section 4714 (d)].
and spacing for all shear
roof diaphragms. Indicate
Maintain maximum diaphragm
[Tables 25 I, J, Kand
Provide truss details and truss calculations
for this project. Specify truss identification
numbers on the plans.
Show 1/211 mini.mum clearance between top plate
of interior partitions and bottom chord of
trusses. (Io ensure loading Ydll be as
designed).
119. Provide roof framing plan and floor framing
plan. Section 302 (d).
120. Provide framing sections through
Section 302 (d).
/~ Specify all header sizes for openin~ over 41 V wide. Section 2517 (g) 5. <::/;;{£ '>Hee? I
~ r:? F -rife f'<-14-N> r
122. Provide calculations for main vertical and ✓ horizontal framing members and post footings.
;'3.
,i.l5.
Section 302 (b).
Provide calculations for lateral loads, shear
panels) shear transfer and related. Section
302 (b.
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.
Show on the plans
developed in the
Section 302 (d).
end.)
all structural requirements
structural calculations.
(See comments below or at
7/5/91
ys.
Columns and posts located on concrete or
masonry floors or decks exposed to the weather
or•to water splash or in basements and vhich
support permanent structures shall be
supported by concrete piers or metal pedestals
projecting above floors unless approved wood
of natural resistance to decay or treated wood
is used. Section 2516 (c) 4.
Individual concrete or masonry piers shall
project at least 8 inches above exposed groWld
unless the columns or posts "''hich they support
are of approved wood of natural resistance to
decay or treated wood is used.
Section 2516 (c) 4.
Show location of attic access
siz.e 22 11 x 3011 • Section 3205.
with minimum
Show draft separation for attic areas between
units in a duplex. Section 2516 (f).
Specify plywood
thickness, grade
index. Table 25-S.
and/or particle board
and panel identification
When roof pitch
ridge as a beam.
is less than 3:12, design
Section 2517 (h).
If foundation cripple wall studs are less than
1411 high, framing shall be solid blocking, or
sheathed with plywood. Section 2517 (g) 4.
Cripple wall studs exceeding 4 feet in height
shall be 3 inch by 4 inch or 2 inches by 6
inches when supporting 2 stories.
Section 2517., (g) 4.
Show plywood sheathing over exposed eaves, or
other weather exposed areas, is 11bonded with
exterior glue.11 Plywood used for exterior
wall covering shall be the exterior type.
Section 2516 li), 2516(g)3.
Detail truss layout for 3011 x 3011 attic
access, if required for equipment in the attic
and detail 3011 x 3011 clearance through truss
webs.
Ridges, hips, and valleys shall be at least one size larger than supported rafters.
Section 2517 (h) 3.
Y7· In open beam
across the
Section 2501
construction, provide strap ties
beams at the ridge support.
(b).
8
1-.A..-Note on the plans that "all weather-exposed
/.... surfaces shall have a 1,,:eather-resistive barrier
to protect the interior ~all covering and that
exterior openings shall be flashed in such a
manner as to make them \,:eatherproof11 • Section
1707.
HEC!All)'.CAL (UIIIF'ORH HECIIAJIICAL CODE)
All heating, ventilating, and cooling systems and
appliances shall comply with the Uniforn Mechanical
Code.
Show the size, location and type of all heating
and cooling appliances or systems.
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.
Note on the plans t.hat the FAU closet or alcove
nrJst be 12 inches ~ider than the furnace or
furnaces being installed. U'MC Section 704.
tC2. Show rninir.n.u:::I 3011 deep unobstructed working
space in front of furnace. Section SOS, UMC.
l~. '
Y'5·
~-
0-
Furnace shall not be installed in any bedroom,
bathroom or in a closet or confined space wit.h
access only through such room unless specified
as direct vent appliance, enclosed furnace or
electric heating appliance.
Section 704 UHC.
Show source of combustion air to furnace, per
Chapter 6, UHC.
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 UHC.
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 UHC.
Show penoanent electrical outlet and lighting
fixture controlled by a switch for furnace
located in attic or underfloor space. Section
708 & 709 UHC.
1,£. Show details to comply with Section 709 for
furnace under the floor, or Section 710 for
roof or outside furnace.
7/9/91
a Show I.C.B.O. approval number for prefab V fireplace. Show height of chimney above roof ,lh
per I.C.B.O. approval o~ Table 37-B~ '[C-50 ,uv ~ /S°',7 f';, /JD l--D/JG!Efi=. i/ffLID ·
1 • Not~ 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.
Q Provide dryer vent to outside. UMC, Section v 1903.
ELECl:RICAL (HAnOIIAL ELECTRICAL CODE)
All w1r1ng shall comply with the National
Electrical Code.
~-
µ{.
.£.
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. I 00 14H p ,
Note on the plans: 11Electrical outlets shall
be installed in accordance with NEC Article
210-52".
Note on the plans: "Lighting outlets
controlled by a wall switch shall be provided
in accordance ..,·ith :NEC Article 210-7011 •
Note on the plans: 11Light fixtures installed
in clothes closets "'"ill comply "'"ith NEC
Article 410-811 •
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.
Note electrical system ground to be provided
per NEC, Art. 250-SO(a), 8l(c). ,z,c,s,1G,
PLUHBDIG (llJIIFORH PUJKBDIG CODE)
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.
9
~-Fuel combustion water
installed in bath or
opening into bath or
1309,
heater shall not be
bedroom or in a closet
bedroom. UPC, Section
Provide adequate barrier to protect water
heater from vehicle damage. An 1811 platform
for the water heater does not satisfy this
requirement. UPC, Section 1310.
Q Show T and P valve on water heater and show CJ route of discharge line to exterior.
UPC, Section 1007 (e).
Ll Show that water heater is adequately braced to V resist seismic forces, when not connected by
rigid pipe. UMC Section 504(d).
1yf.
iy£.
~-
fa.
Show shower stall can accommodate a 3011 circle
and has a m1.nl.ll!lllD floor area of 1,021+ sq. in.
UPC 909 (d).
Provide clothes washer hook-up for each unit.
Title 24, Part 3,
NOISE l!ISIILATIOII (DUPLEXES l
Show details of duplex co111Don (party) walls and
floor/ceiling assemblies to achieve a Sowtd
Transmission Class (SIC) rating in walls of 50
decibels and an Impact Insulation Class (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.
Provide insulation in walls and ceiling to
achieve STC of 50 between garage and living
area if garage use is not control led by
resident. Title 24.
1~. Provide plans, calculations and worksheets to T-show compliance with current energy standards.
Q The regulations require a properly completed V and properly signed Fom CF-lR to be either
imprinted on the plans, taped to the plans or
"sticky backed11 on the plans, to allow the
building inspector to readily compare the
actual construction with the requirements of
the.approved energx design. OWA)~ /.,/u.o.T
8 c;i,-IJ c.P-11.:c .
Specify on the building plans all of the
~datory energy conservation requirements as
listed on the enclosure titled, "Mandatory
Energy Conservation Reguirements11 •
efficiency of the
system and provide
the output exceeds
y{ Show the make, model and
space heating (or cooling)
heat loss calculations if
45,000 BTU/Hr. a For room additions, show that the glazing area V of the addition does not exceed 16% of the
newly-conditioned floor area, plus glazing
removed or relocated due to the addition.
Q Provide fluorescent general lighting in V kitchen(s) per CAC, Title 24, 2-5352(J).
CARLSBAD S.F.D. & OOPLKX SUPPL!HEllr
y/. Energy conservation design should be for Zone
7. f,. Floor drains must have auto-prime (city
policy).
.,/a. For gas piping under slabs that serve kitchen
island cooktops, see the attached Policy 91-46
for special sleeve and clean-out requirements.
f'::::\ Note exhaust fans cannot be ductless type V (city policy).
~ New residential units must be pre-plumbed for
future solar water heating. Note 11two 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).
Ci\ Note "two 3/411 copper pipes must be installed V 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). a All piping for present or future solar water CJ heating must be insulated when in areas that
are not heated or cooled by mechanical means
(city policy),
/a3. Incorporate the waterproofing details, on the
attached Policy 80-B, where interior living
space occurs below grade at the masonry
wall(s).
W Show on the Title Sheet on the plans, the CJ information required by the attached
Developmental Services Sheet 112383. All energy items shown on the plans must be in
agreement with the information shown on the
properly completed Fom CF-lR, ';;ft-01,./ ,;It;-,= !:51 'D I /J! "-I., ~ TI D iJ <n..J -nlf; X -S f'c-7'1 J lj (
I ,J
7 /10/91 10
ip, All new residential buildings, including
additions, require a soils report. Please
submit two copies. Exception: If a room
addition is limited to one story and 1000 sq.
ft. in area, then a soils report is not
required. Esgil Corporation will advise the
City to place their soils notice stamp on the
plans.
1,t: Heavy timber framing, minimum 6" x 1011 beams
and minimum 8" x 8" post, for the structural
beam and colwml supporting the fire separation
between the garage and living area above, is
acceptable if shown on the plans. (city
policy).
p{. All structures require a Class B roof covering,
except room additions. ~ If a room addition
covers all of the existing building (2nd story
addition), then the above exception doesn1t
apply.
City Ordinance 9792
spaces/unit with clear
washing machines, etc.
requires two parking
area of 20'x201 i.e. no
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.
KISCELLAIIB'.XIS
W Please see additional corrections, or remarks,
Von the following page.
~ To speed up the recheck process, note on this V list (or a copy) where each correction item has
been addressed, i.e., plan sheet, note or
detail number, calculation page, etc.
W Please indicate here if any changes have been V 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
10 91
The City of carlsbad has contracted with Esgil
Corporation located at 9320 Chesapeake Drive, Suite
io8, 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. ________ _
at Esgil Corporation. If you have any questions
regarding City Building permit procedures, please
contact carter Darnell at the City of carlsbad,
2075 Las Palmas Dr., telephone 619/438-1161.
Thank you.
Enclosures:
1.
2.
3.
F!2of)T
11
Jurisdiction _ _,_CuAR=r~,s~B~AwD.._ __ Date I g/z./ 9 /
Prepared by,
R-BG VALUATION AND PLAN CHECK FEE
□ Bldg, Dept.
D Esgil
PLAN CHECK NO, __ q~1~-_I_O_t./-,i'-'-_
BUILDING ADDRESS _:....17:....1.:....=..D_..:.M--'-'-'A-'-"G:..:.N~O=L'-'/l't-=-----'-M~~-------=---,------
APPLICANT/CONTACT ~R.o-'----JlJ~~,e-'-,_f3~l./4C-'-~£!.~F'O~~-PHONE NO, {f,t<t) 7 2-'t -OS'S 3
BUILDING OCCUPANCY ___ £_--~~L~tf.'-1--DESIGNER PHONE _____ _
TYPE OF CONSTRUCTION i/-;J CONTRACTOR PHONE -----
BUILDING PORTION BUILDING AREA VALUATION VALUE
11:ULTIPLIER
/Jrf)[?1--rfOA J( c'<•ST6. 50-3 75, DO </--!, o 99
61"rtzPr(....,='° tJ...-t./-3 1g,(5?) 7. c; 7tJ...
'
-
Air Conditionin1<
Commercial @ -.
Residential ia
Res. or Comm.
Fire S'llrinklers @
Total Value 4-11 073
B uildirig Permit fee $ __________________ --"-s_4..,_.,_/_c/--'-·_, _51.) __ _
Plan Check f ••-S=-------------------~$ __ .2..,,_{,;,_7''-'-, _t:f-,-3 __ _
CO 11 11 ENT S,._: ----------------------------
SHEET_~OF~-12/87
~
I
..
•
OJ. ,--~
QI I BUILDING PLANCHECK .)"-
~
' t\.
ENGINEERING CHECKLIST
-::> .....
~ <( ~DATE: 7 --I ~ ITEM COMPLETE
,
r 1-7 W,
u w 0.... c,., ~ <(
1 2 3
s N R
.T D D
C C C
H H H
E E E g K K
□□
PLAN CHECK NO. ~ e 9 I -I (J L~ 9-.
LEGAL REQUIREMENTS
Site Plan
1.
ITEM INCOMPLETE
NEEDS YOUR ACTION
ITEM SELECTED
~do 2.
Provide a fully dimensioned site plan drawn to scale.
Show: north arrow, property lines, easements, existing and
proposed structures, streets, existing street improvements,
right-of-way width and dimension setbacks.
Show on site ~plan: @Fish floor elevation~ <..ad
elevations, elevations of finish grade adjacent --t_o
□□□ 3.
uil ing, existing topographical lines, existing and
proposed slopes, driveway with percent ( % ) grade and
drainage patterns.
Provide legal description and Assessors Parcel Number.
cd □□ Discretionary Approval Compliance
4 • No Discretionary approvals were required.
□□□ 5. Project complies with all Engineering Conditions of
Approval for Project No. ________ _
□□□ 6. Project does not comply with the following Engineering
Conditions of Approval for Project No. _________ _
Conditions complied with by: ________ Date: ____ _
Field Review
□□□ 7. ~□□ 8.
~□□
□□□
~□□
Field review completed. No issues raised.
Field review completed. The following issues or
discrepancies with the site plan were found:
A.
B.
c.
Site lacks adequate public improvements
Existing drainage improvements not shown or in
conflict with site plan.
Site is served by overhead power lines.
P:\DOCS\MISFORMS\FRM0010.0H REV. 02/27/91
□□□ D. Grading is required to access site, create pad or
provide for ultimate street improvement.
000 E. Site access visibility problems exist. Provide onsite
turnaround or engineered solution to problem.
000 F . Other: ________________________ _
□□□ ~□□
Dedication Requirements
9.
10.
No dedication required.
Dedication required. Please have a registered Civil
Engineer or Land Surveyor prepare the appropriate legal
description together with an 8\" 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: ---------------
s \TE -p A l PR.O I () s ~ ~ A Ir) (') {'} F tll'YT
11 1 1(?..f:. 'r
Dedication completed, Date _________ _ By: __ _
Improvement Requirements
D DD 11. 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.
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: ___ _
P:\OOCS\MISFORMS\FRM0010.0H REV. 02/27 /91
DD D 13a.
do □ 14.
0 0 0 15.
Improvements are required. Construction of the public
improvements may be deferred in accordance with Section
18.40 of the City Code. Please submit a letter requesting
def err al 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: ______ _
By: __________ _
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).
No grading required as determined by the information
provided on the site plan.
Grading Permit required. A separate grading plan prepared
by a registered Civil Engineer must be submitted for
separate plan check and approval through the Engineering
Department . NOTE: The Grading Permit must be issued and
grading substantially complete and found acceptable to the
City Inspector prior to issuance of Building Permits.
Grading Inspector sign off. Date: ______ by: ____ _
Miscellaneous Permits
fill □□
□□□
do □
□□□
16.
17.
18 .
19.
cii □□ 20.
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 requi red
concurrent with Building Permit issuance. The fee required
is noted below in the fees section.
Industrial Waste Permit is not required.
P:\DOCS\MISFORMS\FRM0010.0H REV. 02/27 /91
~~, D D D 21. Industrial Waste Permit is required. Applicant must
□
□
□
□
□
□
complete Industrial Waste Permit Application Form and
submit for City approval prior to issuance of a Building
Permits. Permits must be issued prior to occupancy.
Industrial Waster Permit accepted -
Date: __________ By: _______________ _
Fees Required
27. Park-in-Lieu Fee
Quadrant: _____ Fee per Unit: ______ _
Total Fees: __ _
23. Traffic Impact Fee
Fee Per Unit: __________ Total Fee: ____ _
24. Bridge and Thorough fare Fee
Fee Per Unit: __________ Total Fee: ____ _
25. Public Facilities Fee required.
26. Facilities Management Fee Zone: ____ Fee: ___ _
27. Sewer Fees Permit No. _______ EDU's ___ _
Benefit Area: ---------Fee: _______ _
28. sewer Lateral Required: ______________ _
Fee: _______ _
29. REMARKS: _~E~E~D-~~~-0~£.~R_E:_N_:j~~-~-R~E_P~o~P_T_-1
PATA f<_EQ
f--uT U t2.. E f fVI PR._ov t
PLEASE R.E.-~UBM IT PRO PE.'2..L '1 EKE COTE:
FQ'To~E. IMPR.0\JEME1'.)T AG-R.E.E1'1El0T
ENGINEERING AUTHORIZATION TO ISSUE PERMIT
DATE: _ ........ ?_-_z__.i'-----9'...__I __ _
P:\DOCS\MISFORHS\FRM0010.DH REV . 02/27/91
!! • • ~ ~ G G G Q Q Q
~ I I
~ ~ ~
1~ N ~ ..
"' "' u u u ~..5 • • .c .c u u
~~ C C G G .. ..
PLANNING CHECI<LlSf
Plan Check No. ~-/tJlf<t Address
Planner Dl"i~,J G,1
1 cl<
(Name)
APN: J.o, -~3 0 -/(,
Phone 4:fs-1161 ext. ---''l-"'J_Z-'fl ___ _
Type of Project and Use _...:.R..i.:?s....L.,. _ _.eea,._,~"-"'J_,:.i./J _______ _
Zone ~-I Facilities Management Zone __ __,/ ___ _
Legend
Item Complete
□ Item Incomplete -Needs your action
1, 2, 3 Num.ber in circle indicates plancheck number where deficiency was
identified
Environmental Review Required: YES
DATE OF COMPLETION:
NO/TYPE __ _
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval ________________________ _
Discretionary Action Required: YES NO /TYPE __ _
APPROVAI./RESO. NO. __ _ DATE: _____ _
PROJECT NO. ___ _
OTHER RELATED CASES: ____________________ _
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval ________________________ _
I□ □ California Coastal Commission Permit Required: YES _ NO /
DATE OF APPROVAL: ______________________ _
San Diego Coast District, 3111 Camino Del Rio South, Suite 200, San Diego, CA. 92108-1725
(619) 521-8036
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval ________________________ _
~ Landscape Plan Required: YES _ NO ~
:YC...O
~ u O □
ci"oo
g/o D
See attached submittal requirements for landscape plans
Site Plan:
Zoning:
1.
2.
3.
4.
1.
2.
3.
4.
Provide a fully dimensioned site plan drawn to scale. Show: :--:er:;,.
arrow, property lines, easements, existing and proposed struct'.lres.
streets, existing street improvements, right-of-way width 3:::
dimensioned setbacks.
Show on Site Plan: Finish floor elevations, elevations or ,~rush :sra:.e
adjacent to building, existing topographical lines, existing and ;;rc?cse·:
slopes and driveway.
Provide legal description of property.
Provide assessor's parcel number.
Setbacks:
Front:
[nt. '!:iide:
Street Side:
Rear:
Lot coverage:
Height:
Required
Required
Required
Required
Required
Required
J.Q' Shown ,26'
Z' Shown If'
Iv>+-Shown /'llt
/4 I Shown 5{,'
'.z't?/. Shown L ~
35"' Shown IO'
Parking: Spaces Required 2 car~ Shown 2 ro.r r~,._,-
G Req ' ed Shown "'0
" <" uest Spaces wr
0 0 0 Additional Comments ____________________ _
OK TO [SSUE AND ENTERED APPROVAL [NTO COMPUTER .fl).~ F DATE Z-.J. '/-Cf/
PLNCK.FRM
..
KEN LONG -CIVIL ENGINEERING
I0:32728
527 N. Hwy 101 (Sute BJ
San Beach. CA 92075
(619] 481-7866
July 22, 1991
Ci.ty of, CQll,(,61.ad
Bu,Ud~ng lrv.ipee,tion D~i.on
2075 L~ PIUl'IIIY.> D-\We
CQ/1,(,61,ad, Ca
Re: Lim«ed ~ lnue.4tigaUon
P11.0,med Additi.on. 1790 Magnolia /\venue. ~ Ca
A.P.N. 205-230-16
OwneM: Lewi6 8 J,d,,ie MOt!.
On Ju{y 15,1991 native 60it ~6 cve-\e. oUa.ined at the 6u/,fect ¾te ap~
3 l,e.et ~w eai¾ing g-\ade. a,t the .£oca-Uorv., 1hown on the ~ p.£ot puzn. The
e,x-it,ting na-tive 60U conw..t~ of, top60il.6 ap~ one-hat/, f,oot tAfck unde,\,la,in
,Y £(:'Im £o=tional. 60U. Vi6ua-l eaamination and phy:,.ic.il, te6Wlg ~ thM 60U
to ~ dallk '-\Own, £ine to medium g-w.iM4 ¾Uy 6and, non-~we. The UM£ie,d
Sou Cl.a»il,,i.cati.on £o,i thM 60U it., SM. 7 aUe 29-B o& the Un-i.(,o,un. Bui-tding Code
~14 a '-ea wig capuc.ity of, 1500 ~& ( M&e a-UowaUe 60it p-teMwte) £o,i th-it.. ~
0£ ~u.
Due to the non-upan¾ve and den6e natu-te of, thit.i 60U, tota< 6e«Lement and di££eli-
en,ti,a{, 6ett/.e.me.nt wiU k rrn.nima,t. The wauA taUe u,•1.0 ,wt encounte'led an,l it.,
antioipated to k at ~ depth.
AU f,oot,ing6 £o,i one-¼1-\y ~\e.6 6hotd.d k f,ounded a miMmum of, 12 inche1
'-e.£ow adj aceM ~ g'l.ade. and have a rn,in,imum w-u:Uh. of, 12 ~-Both iii~ :
and eaitell,w\ co~ l,oot,ing6 6hotd.d k ~ w-Wi a miMmum one #4 w,\
po:.itioned 3 -i.ricJie/.; awve the wtt.om of, the £coting and one #4 w,\ po-:,.itioned 3
indle-1 cleM. '-e.£ow &irw.ih (,too\. Conc-\e.te. 6l.aM-on-g-\ade. 6hotd.d k a minimum of, 3%
inche6 in th,ichn,e~~ and 6hotd.d k 'leul/,o,wed with 6"d,"-#10/#10 welded W& me-m
m,in,imum.
• • ·fl ..
KENNETH LONG • CIVIL ENGINEERING
527 N. Hwy. 101 (Suite E)
SOLANA BEACH. CA 92075
Phone 481-7866 ..
SHEETNO----"----OF __ ...__ __
CALCULATED 9y_.....,l..b,c.J.N:!..l,4I.-_ DATE 1-:ii-11
CHECKED ev_----=----OATe ___ _
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