HomeMy WebLinkAbout1250 HOOVER ST; ; CB931139; PermitB U I L D T N G PE R M I T Permit No CB93113
11/30/93 15:47 1 . Project No: A9301608
Page 1 of 1 . .. Development. No:
Job Address,: 1250 HOOVER ST Suite: '-4903 11/30/93 0001 01 02
Permit Type: RESIDNTAL ADD/ALT • - C-FRMT 100200
Parcel NQ:, 206-150-19-00- Lot#:
Valuation: -303,534 . •
Construction Type: VN
Occupancy Group:• .R3/Mi Reference#: Status ISSUED
Description: REMODEL 1914 + ADD.i877 SF..2S Applied: 40/20/93
576 ST GARAGE. Apr/Iss,ue: 11/30/93
-•
. . .
S.
Entered: By: DC
Appl'/Ownr : MANZANO, ALLEN : 619 434-1667
- 1250 HOOVER STREET -
CARLSBAD, CA 92 . • -
*FeesRequirèd
Fees: . 2 479 . 0
Adjustments: \O0 / a s: ..00
Total Fees: 'tal £yrQs: 677.00
. . • Balan 1,802.00
- Fe descrip€ion •. ; . FJnit Ext fee Data
Building Permit •• ••• 1354.00
Plan Check - . . — 880.00
Strong Mo€ion Fee I' 30.00
*.BUILDING TOTAL . 2264.00
Enter "-Y' fo± Plum ig Issië e • 20.00 Y.
Each Plumbing Fixtu e or. T p . 12 7. 0 . 84:00
Each Building Sewer INèORPORATED 15.30 15.00
Each Watex, Heater an o Vep > 1952 2\ b 7.00 .14.00 -
PLUMBING-TOTAL. .133,00
Enter '1' for Electric- su 0 10.00 -Y
Enter,-'Y" for Remodel . (F 0 10.00 Y,
* ELECTRICAL TOTAL . . 20.60
• Enter '1' for Mechanical Issue Fe . 15.00Y
Install Furn/Ducts/Heat Pumps 2 9.00 18-.00
Each Install Fireplace •>. • 1 6.50 6:50
Each Install/RelocVent > 5 • 4.50' 22.50
* MECHANICAL TOTAL . . . 62.00
S-I - • - - -
PPROV
DATE
. •'- :-
.. NLEPRANCE__
••.-
•
• . • - CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 •
S. • .• -. - - • -
•- - - • t •, -
• PLJ~#UCAMONA
City of Carlsbad Building Department
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 :..á
I. i'ERMrr TYPE
A - Li Commercial U New Building U Tenant Improvement
B - 0 Industrial 0 New Building 0 Tenant Improvement
C - 04dential 0 Apartment 0 Condo 0 Single Family Dwelling dition/Alteration
0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing
o Mechanical 0 Pool 0 Spa .0 Retaining Wall 0 Solar 0 Other__________
PLAN CHECK NO.
Fsr. VAL f:..'
PLAN CK DEPOSIT 6 77
VALID. BY
DATE_____
2. PRO= INFORMATION
. . 43O,øEjI91 WERCMY 02 Address :7r. Building or Suite No. C-PRMT 124.00
- Nearest Cross Street 4/e4/.4O
LEGAL DESCRIPTION Lot No. Subdivision Name/Number . Unit No. Phase No.
4373 10/20/93 8001 01 02 CHECK-BELOW IF SUBMITtED: C-PRfT 553.00 IEnergy Calcs =Structural Calcs 02 Soils Report 0 1 Addressed Envelope
ASSESSOR'S PARCEL EXISTING USE '-' PROPOSED USE .'Q DESCRIPTION OF WORK
SQ. FT.;ISM roLre' #OFS1DIUES 2- ,4O 7177 J. WNIAUI P nt from aoolicant)
___________________________ NAME J, //'f'- --r/-0 ADDRESS / 5O 4/00
CITY STATE. ZIP CODE ?ZCX2L..DAY TELEPHONE < ? 4/3 v / 7
NAME4r ,7 ADDRESS/ —> ,/ot
CITY c41 -.-' STATE C4 ZIP CODE 5' ZOOS DAY TELEPHONE S. PROPERLY OWNER . V NAME 4k e-'é' ADDRESS
CITY C4 CS42 STATE C4 ZIP CODE DAY TELEPHONE b. CDNTRAC1DR ,,.— NAME -
.
ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
STATE LIC. # LICENSE CLASS CITY BUSINESS DC. # DESIGNER NAME ADDRESS //
CITY V// Z V STATEC4 ZIP CODE DAY TELEPHONE STATE DC. # V WORKERS' WMI'ENSATLON
Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to sell-insure issued by the Director of Industrial
Relations, or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified
by the Director of the insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C).
INSURANCE COMPANY POLICY NO. EXPIRATION DATE
Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner
so as to become subject to the Workers' Compensation Laws of California.
SIGNATURE DATE V
OWNER-BUILDER DECLARA1TON
Owner-Builder Declaration: I hereby altirm that I am exempt from the Contractor's License Law for the following reason:
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 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.).
tY' 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).
o 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 therefron), and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit
subjects th pplicant to a ciil penalty of n more than five hundred dollars [$500]).
DATE / ô/ 0/9
Is the applicant or futuke buildYng occupat -equired to submit a business plan, acutely hazardous materia'is registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
DYES ONO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES ONO V
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
DYES 0 N
IF ANY OF THE ANSWERS ARE YES A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT
HAS MET OR IS MEETING THE REQUIREMENTS OF ThE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLIJHON CONTROL DISTRICT.
WNSThUCI1ON LENDING AGENCY. .
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(1) Civil Code).
LENDER'S NAME - LENDER'S ADDRESS - APPLICANT CERTIFICA11ON V
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 UABII1TIES JUDGMENTS COSTS
AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA.' An OSHA permit is required for excavations over 5,0' deep and demolition or construction of structures over 3 stories in height. - -
Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the - building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by
such permit is suspended or abandoned aW time after the work is commenced for a period of 180 days (Section 303(d) Uniform Bui ing
APPLI
-
-
- V
DATE:_______
.5
5,. i 5,._, 5 •_•
(4 * ''.5 5••'. • -
CITY OF
I
CARLSBAD -. 'J•-----S - • INPECTION REQUEST
PERMIT# CB931139. FOR 09/15/94 . INSPECTOR AREA PD
'.,DESCRIPTION: REMODEL 1914 + ADD 1877 SF 2S PLANCK# CB931139
576 SF' GARAGE. 'OCC GRP R3/M].
TYPE: PAD - . . . CONSTR. TYPE VN
JOB ADDRESS: . 1250 HOOVER ST STE: LOT:
,APPLICANT: .MANZANO ALLEN . PHONE: 619 434-1667
. CONTRACTOR:. PHONE:
OWNER:. . . PHONE: . •
.REMARKS:-MW/ALAN • . . INSPECT
SPECIAL INSTRUCT: .. . . .' ..
.TOTAL TIME:', 5% •,. . ________ - -
5
dD , . 'LVL DESCRIPTION ACT COMMENTS
-
- 19.: ST Final . Structural . . .
29- PL. Final Plumbing
39 .. .EL Final Electrical . ._.•,
49 ME Final Mechanical
,_-'.;_•___L
' *
- ...__t• .• -. -
5, .,-
I-,,•'•,. .- . . -. ***** INSPECTION HISTORY *****
DATE .. DESCRIPTION ACT INSP' COMMENTS
083094 Final Combo' - CO PD LOT DRAINAGE
,051994'Final Combo' . CO 'PD . .
051894 Final Combo . . - CO PD S
051394'. Final Combo, : ' NR. PY HANDRAILS, LIGHTER, LOWER T&P
050494' Sewer/Water Service AP PD WATER SVC
050394: -Gas/Test/Repairs . AP PD
041394 Exterior Lath/Drywall AP PD .
•• S S
041194 Interior Lath/Drywall AP PD
'041194 Exterior Lath/Drywall . 'CO PD. 5
-040794YIntèrior Lath/Drywall AP PD,, • S ' S
:033194- Insulations . S AP PD . .
-032894'_Rough' Combo -. S AP PD S ' • • . ;
'
,032594 Rough Combo . • CO PD S
031794 Frame/Steel/Bolting/Welding CO PD
031794: Rough/Topout . - ' CO PD
03l794 Rough Electric . CO PD /
'.031494' Frame/Steel/Bolting/Welding CO. PD' S
031494 Rough/Topout S ' CO PD .
5
.031494, Rough Electric , CO PD •
03 1194 Frame/Steel/Bolting/Welding CO PD OK TO WRAP
-031194. Rough/Topout S ' CO PD
-031l94 Rough Electric. S • ' CO PD
030194, Frame/Steel/Bolting/Welding CO PD S • S -
030194 Roof/Reroof S ' - • AP PD
.022494 Roof/Reroof ' - NR PD 5
022394 Fin'al'-Combo - CO. PD WC-NOT READY FOR ANYTHING'
0i2194 Frame/Steel/Bolting/Welding' CO TP SEE JOB CARD 5.
011894" Ftg/Foundation/Piers - ,'AP PY • - ' -, 5. 5
011494 Ftg/Foundation/Piers CO PD
':-
-• 4
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO. CA 92123
(619) S60-1468
bATE: ii?9 APPTkN
JURISDICTION: IT1 oF LPLAN CHECKER
1DRISDICI
0IL COPY
-PLAN CHECK NO: 5 SET: JL CUPS
ODESIGNER
'• PROJECT'-ADDRESS: /050 frt'OV&Z sr,
. -PROJECT NAME
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-
des identified 50E 41M-H $/7 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.
fl The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
,,, The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person
fl Th -applicant's copy of the check list has been sent to:
--:
Esgil staff didnot advise the applicant contact person that
plan chek has been completed.
flEsgil staff did advise applicant that the plan check has
been completed. Person contacted:_______________________
Date contacted: Telephone
REMARKS:_
By: 5&O/k)7 Enclosures:
- -.' .ESGIL CORPORATION
I -' •
OGA 11 CM DPC
q - -
The soils engineer recommended that he/she fl
review the foundation excavations. Note on
I A AY-1 147
- 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".
5 CF— 77L5 1101 L AEG Pole
(.
PS 5' 14iti 7t
1ff -1 /J 17272 a F- i .
I
.•."
.
d -
, •
It. •.
- -, .' •
ESGIL CORPORATION
..- 9320 CHESAPEAKE DR., SUITE 208
SA N DIEGO CA 92123
(619)560-14-68
10- z75
- iURISDICTION
3UIEDICTION: CARLSBAD J. -
fl FILE COPY
?L C -EC< NO 95— SET:EU?S
flDESIGNER
?O3ECTADDRESS: i -Zo t+oojL,E 3T
P032CT E -pj OR
The plans transmitted herewith have been corrected where
L.J necessary and suostantially cc-rly 1tr- tre Jr1sQ1Ct1o' s
DJ1lai'g coces
V V V
VI ' Thép1ar.s transmitted here-with will substantially comolv
V • ..with the jurisdiction's-building codes when minor deficien-
cies identified are resol v ed and
checked by building department staff.
VV V' V
V
Tne plans transmitted nerewith ae significant def i cienciess
jdefljfjed on the enclosed check list and should be corrected
and resubmitted for a comolete recheck.
j The check list transmitted herewith is for your information. V
The plans are being held at Esgil Coro. until corrected
V V 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.. V
,- The applicantts copy of the check list has been sent to:
-
V
ftL(&i U, o#IJO
V V eLSP Q zg . V
Esgil staff did. not advise the applicant contact person that V
plan check has been completed.
D Esgil staff aid advise applicant tat the plan check as
been completed Person contacted:
V V
V Datecontacted: Telephone
REMARKS: i-S s i,/s2O V,z2 UL &TIDA)
ti = i, s, + i og, c 1OL/SfraD
V
V -
gg SF ,J GV S1
- V By: A-& i 45 fU77 Enclosures:
ESGIL CORPORATION V
- frO_
Vj El GA 0 CM .
V
('
PN CHECK NO:
- Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform ISDIMON: CITY OF CAD 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 ALLA) 'f. regulations enforced by the Building Inspection
Department. You may have other corrections based :. f5O H7'OV(f_T on laws and ordinances by the Planning Department, -
- Engineering Department or other departments.
'.- c og
Present Califoia law mandates that residential ENaoSuRFs: construction comply with Title 24 and the following . k.
-.•-__ .n_' t••-, •• - • model codes:
1991 UBC (eff. 8/14/92)
1991 UPC (eff. 8/14/92)
1990 C (eff. 7/1/91) 'PROJECT ADDRESS: 1991 UMC (eff. 8/14/92)
j-A Io 0J&( 5Y The above regulations apply to residential
construction, regardless of the code dditions .. FLOOR AREA:& /'1/'k adopted by ordinance.
-7' 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 *,R -Y IM — O/2 303(c), 1991 Uniform Building Code, the approval of
the plans does not permit the violation of any
• :s state, county or city law.
To speed up. the recheck process, note on this list •
(or a copv) where each correction item has been
PLAN OOxciriOi sr addressed i.e., plan sheet, specification, etc. Be . CITY OF CARLSBAD sure to enclose the marked up list when you submit
S]].E FAKIIY AND DUPLEX IMEILIMS the revised plans.
Date plans received by jurisdiction
..
- •Date plans received by Esgil Corporation:
- Ia-
Date-initial plan-check completed:
B:/&
Applicant contact person:
fL /4'4/)t!/4 JO Telephone (i) 43 - ' 7
: NO [g NWM COMMMONS WE _____
List'No 2, Carlsbad Single Family Dwelling and Duplex With All Supplements (1991 UBC)
.•-•-
•. • •
- - - - - • .
PLANS
Please make -all corrections on the original
: tracings and submit two new sets of prints, to:
Esgil Corporation, 9320 Chesapeake Drive,
Suite 1208, San Diego, California 92123,
(619) 560-1468.
Pleae make all corrections on the original
.tacins and submit two new sets of prints, to:
' Te u-soaction's building deartnent
A. Indicate on the Title Sheet of the plans, the
name of the legal owner and name of person
% responsible for the pre aration of the plans.
--'' - Section 302(a)7.
4.1 All sheets óf plans must be signed by the
person responsible for their preparation.
j--,. (California Business and Professions Code).
": 5E
-5. 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
.expiratir date of license. (California
Business and Professions Code).
- ' Specify on the Title Sheet f the plans the
- gross floor, area - of each element of this
project including dwelling, garage, carport,
X.patio, deck and balcony., Section 302(d)
'7. Provide a statement on the Title Sheet of the
-. -' plans that this project shall comply with Title 24 and 1991 UBC, UNC 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 from property lines to
$ proposed construction Section 302(d)
,
•-
'••
Show on the title sheet all structures, pools,
walls, etc. included under this application.
Any portion of the project shown on the site
plan that is not included with the building
permit application filed should be clearly
identified as "not included."
Clearly show if the lower level is a basement
or a story, based on the definitions in
Sections 403 and 420. Plot the finish grade
(as defined) cri the elevations and dimension
the distance to the floor above, for story
determination.
12. On the cover sheet of the plans, specify any -
items requiring special inspection, in •a -
format similar to that shown below or sticky
back. 0
REQUIRED SPECIAL INSPECTIONS
In addition to the regular inspections, the
following checked items will also require
Special Inspection in accordance with Sec. 306
of the Uniform Building Code.
IT REQ. IF REMARKS -
SOILS COLIkNCE / v-I tfr,J R&G) P PRIOR TO 'alL-
FOUNDATION INS?. / ;7 _
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
FIRE PROION
Exterior walls closer than 3 feet to property
lines shall be one-hour rated construction and
have no openings. Table 5-A.
. '4 5 'C-ffc-k f'Arn. of -! C-'c-Lc,
!
8/5/9 2 ' 2
' ••"
- -• _t_,•. 4 • •0 - L•
0S -
0 ._I -- •• .0
00 , •••
., -
l
lExterió walls closer than 3 feet to a
property line shall have 30 inch parapets when
- the floor area per - floor exceeds 1,000 square
. ,feet: See Section 1710 for possible exception.
..' Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback
- from the property line. Section 504(b).
-: Eaves over required windows shall be not less
than 30 inches from the side and rear property
lines. Section 504(a).
Projections, including eaves, shall be one-hour
I: fire-resistive construction, heavy timber or of
'noncombustible material if they project into
. - the 3' setback area from the property line.
...... Section 1711..
Plastic skylights shall not be installed within
that portion of a roof located within a
distance to property line where openings in
exterior walls are prohibited or. required to be
.:. protected. Section 5207 (a) 7.
'Show locations of permanently wired smoke
detector with battery backup:
a. Inside each bedroom.
r b. Centrally located in corridor or area
giving access to sleeping rooms
c. On each story.
I d. 'In the basement, if part of the dwelling
unit.
1,e. When sleeping rooms are upstairs, at the
., upper level in close proximity to the
stair.
f;. In rooms adjacent to hallways serving
.......')4 • 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
sleeping areas of the unit. Section
'1210.
tj t 4. When the valuation of a room addition or
;repair exceeds $1,000, or when sleeping rooms
are created, smoke detectors shall be provided
/,. •at existing bedrooms per item 19. above, except
. that smoke detectors added at existing
.•- ,construction need only be battery powered.
Fq,
' -. Section 1210.
- GL RESIDENTIAL xriuurS
71. 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).
No habitable room, other than a kitchen, shall
be less than 7'0" in any dimension. Section
1207 (c).
Sleeping rooms shall have a window or exterior
door for emergency exit. Sill height shall
not exceed 41" above the floor. The window
must have an openable area of at least 5.7
square feet with the minimum openable width
20" and the minimum openable height 24".
Section 1204.
Basements 'in dwelling units shall comly with
the above (even if not designated as sleeping
rooms). Section 1204.
2,3. Window area must be at least 1/10 of the floor
7 area and a minimum of 10 square feet per
Section 1205 (b). Appears to be deficient in
. Openable window area in habitable rooms must
be 1/20 of the floor area and a minimum of 5
square feet. In bathrooms, laundry rooms and
similar rooms 1/20 of area is required and
minimum is 1.5 sq. ft. Section 1205 (c).
2/. 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).:
27' Provide mechanical ventilation capable of
providing five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar rooms if required openable
windows are not provided. Section 1205 (c);
Note that the discharge point for exhaust air
will be at least 3 feet from any opening into,
the building. Section 1205(c).
4. Ductless fans cannot be used in bathrooms if .a
tub or shower is present. Section 1205(c).
Show that ceiling height for habitable rooms
is a minimum of 71 6". Section 1207 (a).
Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a
minimum of 71 011.' Section 1207 (a).
Dimension on the plans 30" clear width for
water closet compartments and 24" clearance in
front of water closet. Section 511 (a).'
:
2
'Shbw. safety glazing in the following Provide 36" high protective railing for
locations, per Section 5406(d): - porches, balconies, and open sides of stair
a. Where the nearest edge of glazing is landings. Openings between railings shall be
within a 24-inch are of either side of a less than 4". The triangular openings formed
door in a closed position (unless there is -
by the riser, tread and bottom elements of a
an intervening wall between the door and guardrail at a stair shall be less than 6".
- .. the glazing or if the glazing is 51 -0" or Section 1712.
higher above the walking surface).
. b. Glazing greater than 9 square feet with Show how guardrail connection details are
- the bottom edge less than 18" above the adequate to support 20 pounds per lineal foot
floor and the top edge greater than 36" at a right angle to the top rail. Table 23-B.
' above the floor (unless the glazing is -
,. more than 36" horizontally away from 5.4. Provide stairway and landing details. Section
walking surfaces or if a complying 3306 (b), (c) and (o).
protective bar is installed).
C, Glazing in shower and,, tub enclosures a. Maximum rise is 7" and minimum run is
-
. (including windows within 5 feet of tub 11" When the stairs serves less than 10
. or shower floor). 1 -. occupants, or serves an unoccupied roof,
• rise may be 6" maximum and run 9"
$: Walls and floors separating units in a.duplex minimum.
shall be of one-hour fire-resistive
construction. Provide details of the - b. Minimum headroom is 61 -811 .
- assemblies. Section 1202(b).
is intermediate floor and may A' mezzanine an
C. Minimum width is 36".
/ not have a floor area exceeding 33 1/3 percent fl handrails per Section 3306 (i), shall
of the total floor area in the room below. The satisfy the following:
mezzanine floor must have a clear height of 7 -
'feet; above and below, and must have the long Provide handrail for stairways with 4 or
side open to the room below except for posts more risers.
and protective walls or railings not exceeding
4-4'in height. Section 1717. Handrails and handrail extensions shall
be 34" to 38" above the nosing of treads.
' The .'loft. you, show does not comply as a ,
mezzanine floor and is, by Uniform Building C. The handgrip portion of handrail shall be
Codedefinition, a story. Section 1717. not less than 1 1/211, nor more than 2" in
- -.r' - '- : / cross-sectional dimension.
Dwel1ings used for daycare for 7 to.12 children
shall comply with the special requirements in d. Except for stairs serving only one
,
- .- Chapter 12 of Title 24. tenant, handrails shall be extended 12."
beyond the top and bottom of the stair.
rrs • sTAflU,Ys • AND RAILINGS
46. Every stairway landing shall 'have, a'
Floors above the second story shall have not 1 dimension, measured in the direction of
..-' less than 2 exits. Exceptions: 1. Occupied travel, at least equal to the stairway width.
roofs may have one exit if such occupied areas If a door occurs at the landing, such
are less than 500 square feet and located no dimension need not exceed 36 inches. Section
higher than immediately above the second story. 3306 (g)., 3304 (j).
2 When the third floor 'within a unit does not /
exceed 500 sq. ft., only one exit need be Al. An interior door may open at a landing that is
provided. Section 3303(a). - not more than 8" lower than the floor level,
- - '-S provided- the door does not swing - over, the
Required exit doorways shall be not less than landing. Section 3304(i). -
36" in width and not less than 61 8" in height
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 ,_'.•_S -
-
9/2/92 4
Provide skylight details to show compliance
with Sections 3401 and 5207 or provide
I.C.B.O. approval number.
72. Plastic skylights must be separated from each
other by at least 4 feet, unless they are over
the same room and their combined area does not
exceed 100 square feet (or 200 square feet if
the plastic is a 'CCI" material). Section
5207 (a) 6.
Show attic ventilation . Minin.um vent area is
1/150 of attic area or 17300 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). '
Provide fireplace construction details or note
construction to be per attached fireplace
standard drawing. Chapter 37.
0". Show anchored veneer support and connections
attached to wood in Seismic Zones 3 and 4,
comply with Section 3006 (d)1 and Section 2515
(a). Show ties, ft9 wire in horizontal
joints, etc.
Show height and construction details of all
concrete and masonry walls. Chapters 24 and
26.
67. Show floor and roof connections to masonry and
/ concrete walls. Connection shall resist 200
pounds per lineal foot or the actual design
load, whichever is greater. Cross grain
tension or bending in wood ledgers is not
permitted.
Section 2310.
Show a minimum 2" air space and 'flashing
I between planter and building walls.
Section 2516 (c) 7.
GARAGE AND CARPORTS
.., .
" -
.. Ø. Provide' spiral'. stairway details, per Section
3306(f):
• a. Minimum run is 7 1/2 inches measured at a
- point 12 inches from where the treads are
the' narrowest.
Maximum rise is 9 1/2 inches. Maximum
clear opening between risers is 6 inches.
. C:-' Mini== 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
''it -ir.ner edge of the handrail.
Spiral stairwas may not be used for required . exits when the area served, is greater than LOO
sq. ft. Section '3306 (f).
Provide I.C.B.0. Research Report and number for
metal stairway, or submit plans and - calculations and approved fabricator registered
, I ; with the building department or note that the
stairway fabrication plans shall be submitted
. to and approved by the building official prior
'
to'installation.
Exterior stairways shall not project into the 3
-foot setback from the property lines. Section
3306 (a).
The walls and soffits of the enclosed 'usable
space under interior stairs shall be protected
on the enclosed side as required for one-hour
-- fire-resistive construction. Section 3306 (1).
V. Within units, show that corridors have a
.minimum width of 36 inches. Section 3305(b).
ROOFM
' Specify roof slope.',
' Roof slope is not adequate for roof type
specified., Table 32-B, D and E.
Secify roof material' and application.
Chapter 32.
Specify I.C.B.0.. or U.L. approval number for
roof materials not covered in U.B.C., e.g.,
tile, etc. Section 107.
Garage requires one-hour fire' protection on
the garage side of walls and ceiling common to
the dwelling. Table 5-B, Section 503 (d)..
70. All elements supporting floor above garage,
including walls supporting floor joists, must
have one-hour fire-resistive protection on the
Specify minimum 1/4 inch per., foot roof slope garage side. Section 503 (b)
- , for drainage or design to support accumulated Lot,,/
water. Section 3207 (a) and Section 2305 (f). 71. Show a self-closing door, either 1-3/8" solid
- t• core or a 'listed 20-minute assembly, for
6< Show roof drains and overflows. Section 3207. openings between garage and dwelling.
'' "c • ' Section 503 (d). • - ,
7o 11
L. '--' (- •+ F tS'' ;J7&C7/0/2,
The- ' ') T?i S T C-/4L1 'TI+ C-0 A.E / 7'5
5/22/92 .,. ' 5 -
•
-
7,2'I- Garages are not permitted to open into a room
-usedfor sleeping purposes. Section 1104.
occupancy separation is not required between
carport and residence, provided the carport is
open on two or more sides and has no enclosed
uses above. Section 503 (a) Exception 3.
7/ Show garage framing sections, size of header
over garage opening, lateral cross bracing at
-, plate line, method bracing garage front and
-holddoTsif required. Chapter 23.
NOTE..Maximum shear panel height-to-width
7/v_
,
ratio 15.3 1/2 to 1 for plywood. Table 25-I.
:-
'Doors may open into the garage only if the
floor or landing in the garage is not more than
one inch ldwer than the -door threshold.
Section 3304-(l).
/ 3,M' Provide an 18" raised platform for any FJ,
water heater, or other device in the garage
wh1ch may generate a flame or spark. UM
- Section 508, UPC Section 1310 (a).
:- FOflAII0N KJiKiXTS '
G
:'Per' soils report, note on the plan the SOIlS
classification, whether or not he soil .s
-expansive and the allowable bearing value.
Section2905 (c).
'- 78. The foundation plan does not comply with the
isoils report recoendations for this project.
- Please review the report and modify design,
- motes--. and details as required to show
- compliance: -
- 79. Pràvide nots on the foundation plan listing
the soils report recommendation for
- -- foundations, slab and building pad preparation.
80. The soils engineer re commended 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 (rne 'b 7h _S 01 t er -r)
The building pad wis prepared in
accordance with the soils report,
22 The utility trenches have been properly
- -- --backfilled and coacted and - - - - -- - to foundation inspection. Section 305 (e).1.
81. Provide a letter from the soils engineer
confirming that the foundation plan, grading
plan and specifications have been reviewed and
that it has been determined that the
recommendations in the soils report are
properly incorporated into the construction
documents (when required by the soil report)..
Show height of all foundation walls. Chapter
(i3. Show height of retained earth on all
foundation walls. Chapter 23.
1614.
-
If cut or fill slopes exist, show distance
from foundation to edge of cut or fill slopes
and show steepness and heights of cuts and
fills.
Chapter 29.
4. Note on plans that wood shall be 6" minim=
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 (1). ;
,gl'. 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.
/8. Show foundation sills to be pressure treated,
- or equal. Section 2516 (c) 3. --
84. Show foundation bolt size and spacing. " Section 2907 (f).
Specify size, I.C.B.O. number and manufacturer
of power driven pins and expansion anchors.
Show edge, end distances and spacing.
Section 302 (d).
If required, show size, embedment and-location
of hold down anchors on foundation plan.
Section 302 (d). -
If hold downs are required, note on plan-that
hold down anchors must be tied in place prior
3 The foundation excavations comply with V3 Show adequate footings under all bearing walls
the intent of the soils report" and shear walls. Section 2907 (b)
re-6 & POET -
- --- --
.5J22/92 - •• - - 6
A -
— a
Show. on the plans stepped footings for slopes i.Ø1 Show double top plate with minimum 48" lap ,steeper than 1:10. Section 2907 (c). splice. Section 2517 (g) 2. j,: •.. 4- ,2'.. Show-minimum 18" clearance from grade to )M'. Show nailing will be in compliance with Table
bottom of floor joists and minimum 12? 25-Q.
,.' clearance to bottom of girders. Section 2516
(c) 2. 198'. Show or note fire blocks at the following ( locations per Section 2516 (f): Show pier size, spacing and depth into
undisturbed soil. , Table 29-A. a. In concealed spaces of stud walls and
partitions, including furred spaces, at Show minimun underfloor access of 18" x 2k". the ceiling and floor levels and at 10 Section 2516 (c)2. foot intervals both vertical and fH horizontal; Show minimum underfloor ventilation equal to I
sq. ft. for each 150 sq. ft. of underfloor b. At all interconnections between concealed area. Openings shall be as close to corners as vertical and horizontal spaces such as .practicable and shall provide cross ventilation occur at soffits, drop ceilings and cove on at least two approximately opposite sides, ceilings; Section 2516 (c) 6. .
C. In concealed staces between stair FRJG stringers at the top and bottom of the
rn and between studs along and inline Show wall' bracing. Every exterior wood stud with the run of stairs if the walls under wall and main cross-stud partition shall be the stairs are unfinished; -
' ,braced at each end at least every 25 feet of
-. . length with 1 4 diagonal let-in braces or d In oenirgs ciOUflO vents, pipes, oucts, equivalent. Section 2517 (g) 3, Table 25-V. chimneys, fireplaces and similar openings
which afford a passage for fire at fl. In 2-story buildings, shear pani at the ceiling and floor levels, with --.-first story (at least 48 inches in width) noncombustible materials; and '-"- shall be located at each end or as near .threto as possible and comprise at least 25 e. At openings between attic spades and ..percent'-of the linear length of the wall, or chimney chases for factory-built provide design. Section 2517(g)3, Table 25-V. chimneys.
Note cross bridging or blocking. Floor joists 2.. In duplexes, draft stops shall be provided in and rafters 12" or more in depth shall be ( floor-ceiling assemblies and attics in line supported laterally by bridging at intervals with walls separating units arid separating *
. not exceeding 8 feet, unless both edges are units from common areas. Section 2516(f)4.
._ held inline. Sec. -2506 (h).
T. - ., ?KO. Show stud size arid spacing. Maximum allowable
-. 1ø2.Show blocking at- ends and at supports of floor stud heights: Bearing wall: 2 x4 and 2 x 6
,.,.• joists, rafters and trusses at exterior walls. max. 10'; Non-bearing: 2 x 4 max. 141, 2 x 6 :.'Section 2517 (d) 3, 2517 (h) 7. max. 20'. Table 25-R-3.
Beiring partitions, perpendicular to joists, Studs supporting. two floors, a 'roof' and shall not be offset from supporting girders, ceiling must be 3 x 4 or 2 x 6 at 16" o.c. beams, walls or partitions, more than the depth Table 25-R-3. of the joist Section 2517 (d) 5 /
l74. Show rafter ties. Rafter ties- shall be spaced ,2. Note on A.I.T.C. Certificate of Compliance for
laminated wood members shall be to glued given ----' not more than 4 feet on center and be just the building inspector prior to installation. above the ceiling joists, where rafters and Section 2505.
. ceiling joists are not parallel Section 2517 y (h) 5. ' . . . • 3t3. Detail all pcst-to-be.am and post-to-footing ] '. • connections and reference the detail to the Show rafter purlin braces to' be not less than plan. Section 2516 (in). .'.f-:,45 degrees to the horizontal.'
- Section 2517 (h) 6 Detail shear transfer connections, including
roof and floor diaphragms, to shear walls.,
Section 2513.
pj -
p .- -,
* *
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-- - '•. - ' -- ., - ._.& ,•'
--
-
'- -
5/22/92 , - . - 7 .', t_,.*•. .. - , •.,-
-
t '
- ]* •• . -, -•_p ..• - --
' - , -' ,d -- ,
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- . *• I.. - --
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Specify nail size and spacing for all shear 127 Show location of attic access with a minimum
n'- - walls, floor and roof diaphragms. Indicate size of 22"X3011, unless the maximum vertical
. required blocking. Maintain maximum diaphragm - headroom height in the attic is less than 30".
. dimension ratios. [Tables 25 1, .1, K and Access must be provided to each separated
Section 4714 (d)). attic area, shall be located in a hallway or
other readily accessible location and 30"
)%6. Provide truss details and truss calculations headroom clearance is required above the
for this project. Specify truss identification opening. Section 3205(a).
numbers on the plans.
between
Show, location of attic access with minimim
Section 3205. size 22" x 30". - )2. Shcw 1/2' minimum clearance -top plate
of interior - partitions and bottom chord of
trusses. - (To ensure loading will be as ~4'. Detail truss layout for 30" x 30" attic -
- designed). - - access, if required for equipment in the
- attic, and detail 30" x 30" clearance through
Provide, roof framing plan and floor framing truss webs.
"plan. Section-302 (d). -
,'."- i,,6. Specify plywood and/or particle board-
9 . Provide framing sections through thickness, grade and panel span .rating.
- -: - Table 25-S.
Show plywood sheathing over exposed eaves, or
'•• . - '' ' other weather exposed areas, is "bonded with
',Section 302 (d). ' - exterior glue." Plywood used for exterior
- i : - wall covering shall be the exterior type.
Specify -all header sizes for opening over 4' Section 2516 (i), 2516(g)3.
wide. Section 2517 (g) 5. / ],2. Wnen roof pitch is less than 3:12, design
Provide calculations for main vertical and ridge as a beam. Section 2517 (h). --
-, - ho'rizontal framing members and post footings. /
-
- - Section 302 (b). 1. Ridges, hips, and valleys shall be at least -
- -"-I one size larger than supported rafters.
,t22. Provide calculations for lateral loads, shear Section 2517 (h) 3. -
- ' - - -- panels, shear transfer and related. Section
302 (b). 14. In open beam construction, provide strap ties
across the beams at the ridge support.
In Seismic Zones 3 and 4, the allowable shear Section 2501 (b).
-'wall values for drywall in Table 47-I must be - - -
reduced 50 percent when considering earthquake 13)' If foundation cripple wall studs are less -
,..-• : -loads. This does not apply to wind loads. / than 14" high, framing shall be solid
- ', Footnote 1. - blocking, or sheathed with plywood. Section
'- - / 2517 (g) 4. .Y24. Show on the plans all structural requirements - -
' -developed in the structural calculations. 1. Cripple wall studs exceeding 4 feet in height
- Section 302 (d). (See comments below or at shall be 3 inch by 4 inch or 2 inches by 6
end. - inches when supporting 2 stories. - inches :7 - - - Section 2517 (g) 4. - ?'25. Columns and posts located on concrete or - -
masonry floors or decks exposed to the weather 1 '. Note on the plans that "all weather-exposed
- •: or to water splash or in basements and which surfaces shall have a weather-resistive
-- support permanent structures shall be barrier to protect the interior wall covering.
- -; supported by concrete piers or metal pedestals and that exterior openings shall be flashed in
projecting above floors unless approved wood such a manner as to make them weatherproof".
of natural resistance to deciy or treated wood Section 1708. - -.
is used. - Section 2516 (c) 4. -
MEMiIcaL (Uff3Yo4 )AJICA.L CX)DE)
- ~6.
Individual concrete or masonry piers shall
project at least 8 inches above exposed ground All heating, ventilating, and cooling systems and
-. unless the columns or posts which they support -- appliances shall comply with the Uniform Mechanical
-- are of approved wood of natural resistance to Code. -
- decay or treated wood is used.
- Section 2516 (c) 4. -
• •- 1" -. .
- •'- -* - -.
-. • -
- 8 -
- .,- ..-..
It . . .i• 1.-
/
.., l3$'. 'Show. the ..size, location and type of all
/ heating and cooling appliances or systems
"Eveiy 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. IJBC, Sec. 1212.
91903.
Provide dryer vent to outside. UMC, Section
ELiCAL (NAn ONAL ELE=CAL CODE)
All wiring shall comply with the National
Electrical Code.
- -.. 1,2. Show on the plan the amperage of the.
1/6. Note on the plans that the FAU closet or electrical service, the 1oction of the, -
. alcove must be 12 inches wider than the service panel and the location of any sub-
furnace or furnaces being installed. UNC panels. if seice is over 200 airps, submit
Section 70Z.. . single line diagram, panel schedule and load
Show minimum 30' deep unobstructed working
calculations
/ iy
spacè in front of furnace. Section 505, UNC. 343. Show on the plan that receptacle outlets
comply with 1990 NEC Art. 210-2(a),. which
Furnace'shall not be installed in any bedroom, reads as follows:
7 bathroom or in a closet or confined space with
access only through such room unless specified in every kitchen, dining room, parlor,
\ as direct vent appliance; enclosed furnace or library, den, sunroom, bedroom, recreation* -
electric heating aDphance room, or similar rooms or area of dwelling
£2 'Section .704 UMC. units, receptacle outlets shall be installed
so that no point along the floor line in any
l43. Show source.of combustion air to furnace, per wall space is more than 6 feet, measured
'Chapter 6, UMC. AD'( STM- horizontally, from an outlet in that space,
,.•.
.,. .....
. . . including any wall space 2 feet or more in
Show access to the attic containing equipment width and the wall space occupied by fixed
to be minimum 30 inches by 30 inches. The panels in exterior walls, but excluding,
opening may be 22 inches by 30 inches if the sliding panels in exterior walls. The wall.
• equipment can be removed through such opening. spacc fforded by fixed room dividers,such as
Section 708 UMC. . free-.tanding bar-type counters, shall be
included in the 6-foot measurement.
Note that passageway to the attic furnace ., e 1 1 Ito , , it it -. tr t o .4 —A ln a- ,,nt- 4 , in,, e
'solid flooring not less than 26 inches wide, S
:
t:ore than 20 feet in length through the Dwelling Unit Receptacle Outlets
Sectior 708 UMC. ... 210.52(a)
Sow permanent electrical outlet and lighting
--- . fixture controlled by a switch for furnace !L e located in attic or underfloor space Section
, 708 & 709 UMC. sfi:r1n2 Panels o Doors 1. ... 5, . .. .
1)4' Show details to comply with Section 709 for
I c furnace under the floor, or Section 710 for e — - roof or outside furnace.I I
148. Show I.C.B.0. approval number for prefab I .
fireplace. Show height of chimney above roof
per I.C.B.0. approval or Table 37-B.
.149. Note on the plans that approved.' spark
arrestors shall be installed on all chimneys.
Section 3703(h) .4
150 Note on plan:.Gas tents and nor-combustible
piping, in walls, ,passing through three floors -
or less shall be effectively draft stopped at
each floor or ceiling UBC, Section 1706 (c)
I, ..-
..-•
(
. :- .;. - - -
I
8/5/92 9
. - ..
<5 ,* I 'f_ • • ..........- . 5,
pt -. - - . - • - -- 4. -. .. , . .
.5
,•• • . /54 ••
.5.-.-. . •'_4 Si• 5_•
: :. •i.
Show, on the plan that countertop receptacle
outlets comply with 1990 NEC Art. 210-52(c),
which reads as follows:
Dwelling Unit Receptacle Outlets
In kitchens and dining areas of dwelling units
. - a receptacle outlet shall be installed at each Hallways
counter space wider than 12 inches. 210.52(h)
Receptacles shall be installed so that no point
along the wall line is more than 24 inches - ... measured horizontally from a receptacle outlet
- in that space. Island and peninsular
countertops 12 inches or wider shall have at
least one receptacle for each four feet of :
.. counter top. Counter top spaces separated by
range tops, refrigerators, or sinks shall be - ...
considered as separate counter top spaces. --•1
.Recptacles rendered inaccessible by appliances
fastened in place or. appliances occupying
'.'. dedicated •space shall- not be considered as
theserequired outlets.
16. Show on the plan that lighting outlets in
dwelling units comply with 1990 NEC Art. 210-
70(a) and (c), which read as follows:
(a) Dwelling Unit(s). At least one wall
switch-controlled lighting outlet shall be
installed in every habitable room; in
bathrooms, hallways, stairways, attached
garages, and detached garages wi -2. electric
power; and at outdoor entrances or exits.,
(FPN): A vehicle door in an attached garage
is not considered as an outdoor entrance.
At least one lighting outlet controlled by a
light switch located at the point of entry to.
the attic, underfloor space, utility room, and
basement shall be installed only where these
spaces are used for storage or contain
- - . equipment requiring servicing. The lighting.
-. outlet shall be provided at or near the -
equipment requiring servicing.
45. Show on the plan that receptacle outlets in Where lighting outlets are installed according
hallways comply with 1990 NEC Art. 210-52(h), to (a) above in interior stairways, there
which reads as follows: shall be a wall switch at each floor level to
control the lighting outlet where the
- . For hallways of 10 feet or more in length at - difference between floor levels is six steps
least one receptacle outlet shall be required. or more. •- -
I v As used in this subsection the hail length Exception No. 1: In habitable rooms; other
shall be considered the length along the than kitchens and bathrooms, or more
centerline of the hail without passing through receptacles controlled by a wall switch shall
a-doorway. be permitted in lieu of lighting outlets.
Exception No. 2: In hallways, stairways, and
at outdoor entrances remote, central, or.
. . - automatic control of lighting shall be
per
--
..
.- .
.. - -. . -: .:6 . 10
1 •• . -
('c) Other Locations. At least one wall switch- Exception No. 2: The laundry circuit as controlled lighting outlet shall be installed required by Sections 210-52(f) and 220-4(c). at or near heating, air-conditioning, and refrigeration equipment in attics or underfloor Exception No. 3: A single receptacle spaces. The light switch shall be located at supplying a permanently installed sump pump. the point of entry to the attic or underfloor
space. (5) All 125-volt, single-phase, 15- and 20- ampere receptacles installed within 6 feet of 157 Show on the plan that ground-fault circuit- a kitchen sink to serve counter top surfaces - interrupter protection complies with i90 !EC shall have ground-fault circuit-interrupter ' Art. 210-8, whith reads as fellows: protection for personnel.
4 - () elling Units. . (FPN): The intent of this subsection is to (1) All 125-volt, single-phase, 15- and 20- permit the e>emption of receptacles which are ampere receptacles installed in bathrooms located specifically fcr appliances such as .........'..shall have ground-fault circuit-interrupter refrigerators and freezers from ground-fault protection for personnel. circuit-interrupter protection for personnel. t (2) All 125-volt, single-phase, 15- or 20- ampere receptacles installed in garages shall : have round-fault circuit-interrumt.r
protection for personnel.
ExceptionNo. 1 to (a)(2): Receptacles which
e not readily accessible.
: Excepticn No. 2 to (a)(2): Receptacles for appliances occupying dedicated space which are - cord- and plug-connected in accordance with
Section 400-7(a)(6), (a)(7), or (a)(8).
.' 'Receptacles installed under Exceptions to
Section 210-8(a)(2) shall not be conside: e as
meeting the requirements of Section 210-52g).
: (3) All 125-volt, single-phase, 15- and 20- ampere receptacles installed outdoors where
there is direct grade level access to the
dwelling unit and to the receptacles shall have
.
- .•.. ground-fault circuit-interrupter protection for
.. personnel.
. (FPN): - See Section 215-9 for feeder protection. FLINBtNG (UNIPOT4 PUMIM CODE) For the purposes of this section, "direct grade / level access" is defined as being located not -68. Show water heater size, type and location on more than 6 feet, 6 inches (1.98m) above grade plans. UPC, Section 1301. level and being readily accessible.
l. Note on the plans that "combustion air for (4) All 125-volt, single-phase, 15- and 20- / fuel burning water heaters will be provided in • ampere receptacles installed in crawl spaces at accordance with the Uniform Plumbing Code". - . or below grade level and in unfinished / basements shall'have ground-fault circuit- l. Fuel combustion water heater shall not be - . - interrupter protection for personnel. installed in clothes closets, in a bath or bedroom, or in a closet opening into bath or Exception No. 1: . A single receptacle supplied
• bedroom. UPC, Section 1309. ;.. by a dedicated branch circuit which is located / and identified for specific use by a cord- and . . f'61. Provide adequate barrier to protect water - plug-connected appliance, such as a heater from vehicle damage. An 18" platform - refrigerator or freezer, for the water heater does not satisfy this
. . requirement. UPC, Section 1310. -,
8/6192 • - 11 -
- •/'
162 Show T a -d P valve on water heater and show 172 All energy items shown on the plans ,rust be in
information shown on the r0ute01 discharge line to exterior. agrement with the
UPC; Sectioi 1007 (e). properly completed Form CF-IR.
163 Show that water heater is adequately braced to )t7. Specify on the building plans all of the
resist seismic forces. UPC, Section 1310. • mandatory energy conservation requirements as
: listed on the enclosure titled, "andatory
Show shower stall can accoueodate a 30" circle
Band
Measures Oecklist."
has a minimum floor area of 1,026 sq. in. / Show the make, model and efficiency cf the UPC 909 (d).
space heating (or cooling) system. / l,&S. ?rovide clothes washer hook-up for each unit.
/ Title 24, Part 3. X5. For room additions, show compliance with the
166. New water closets and associated flushometer
energy standards. See attached.
-,
valves, if any, shall use no more than l.6 176. Provide fluorescent general lighting (40
gallons per flush and shall meet performance lumens per watt) in kitchen(s) and bathrooms.
standards established by the American National
Standards Institute Standard A112.19.2, and (D177 Provide a note on the plans stating !Ali new
urinals and associated flushometer valves, if • glazing (fenestrations) will be installed
.. any, shall use no more than one gallon per
,."
with a certifying label attached, show the U
f lush and shall meet performance standards value."
-c ''• established by the American National Standards
Institute Standard A112.19.2. H & S Code, CARlSBAD S.F.D. & DUPLEX SUPFLD'T -
' Section 17921.3(b).
132 Eneg conservati on des_g snolo be or one
'NOISE IYSULAIION (DUPLFX) 7.
-:
Show details f duplex coomon (party) walls 179. For gas piping under slabs that serve kitchn
and floor/ceiling assemblies to achieve a island cooktops, see the attached Policy 91-46
-; Sound Transmission Class (SIC) rating in walls for special sleeve and clean-out requirenents.
of 50. decibels and an Impact Insulation Class /
-'• (IIC) rating on floor/ceiling of 50 decibels. 1. New residential units must be pre-lubed for
Title 24. future solar water heating. Note "two roof
/• •
- jacks must be insta lled" where the water
Show how penetrations of assemblies for heater is in the one story garage and directly
piping, electrical devices, recessed cabinets, below the most south facing roof (City
bathtubs, soffits, or heating ventilating, or Ordinance No. 8093).
exhaust ducts 'shall be sealed, lined, or / insulated to maintain required sound l2'. Note "two 3/411 copper pipes must be installed'
transmisSionrating. Title 24. to the most convenient future solar panel
location when the water heater is not in a one
/achieve
Provide insulation in walls and ceiling to story garage and is not directly below the
SIC of 50 between garage and living most south facing roof. (City Ordinance No.'
-. area if garage use is not controlled by 8093).
4, resident. Title 24. /
1,. All piping for present or future solar water
Y CONSERVATION heating must be insulated when in areas that
-, •, are not heated or cooled by mechanical means
---NOTE: Plans submitted after January 1, 1993 must (city policy).
:'-.--comply with the .new energy standards. ' /
170. Provide plans, calculations and worksheets to
1)t. Incorporate the waterproofing details, on the
attached Policy 80-8, where interior living
show compliance with current energy -standards. ' space occurs below grade at the masonry
) '-' ,' •' wall(s).
The regu1atiors require a properly completed
and properly signed Form CF-1R to be either 184 Show on the Title Sheet on the plans, the -
-imprinted on the plans, taped to the plans or information required by the attached
"sticky backed" on the plans, to allow the Developmental Services Sheet 112383.
- - building inspector to readily compare the
- , actual construction with the requirements of .
- ;.the approved energy design. '
I- - -
' •':
7l° C4 e j17\) FLW!?__ e-12 CF J2
•• - ' -
6!25/93 - - 12
.4
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4.'.. -
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185.1S5. All -new re
s
i
d
e
n
t
i
a
l
b
u
i
l
d
i
n
g
s
,
i
n
c
l
u
d
i
n
g
- additions, requir
e
a
s
o
i
l
s
r
e
p
o
r
t
.
Please : submit two copies. Exception: If a room addition is limited
t
o
o
n
e
s
t
o
r
y
and IODO sq. - .
ft. in area, t
h
e
n
a
s
o
i
l
s
r
e
p
o
r
t
i
s
n
o
t
required. Esgil Corporation w
i
l
l
a
d
v
i
s
e
t
h
e
• City to place, their soils notice stamp on the plans.
~...'All structures requite- a Class B roof covering,
/c
except room additions. If a room addition covers all of the existing bi1dirg (2
n
d
story addition), then the above exception doesnt — 1tA1 c-i-1 PL ,J ' 7H /87*• :-' City Ordinance 9792 requires two parking staces/unt with clear area of 23'20' i e no ,4 ., - L,.1 1-r' '1—
.asiing machines, et
c
Show com
p
l
i
a
n
c
e
.
I). erf1ov roof drains shall terminate in an area
i vhere they will be readily visible and will
n
o
t
- -
- cause damag
shall
e to the building. If the roof drain terminates through a wall, the overflow -a;n - _....,.-. I . 3iiiA( L/LL.'
: roof P:135 m minam above the
-
/
1E9. Please see
a
d
d
i
t
i
o
n
a
l
c
o
r
r
e
c
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i
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s
,
or remarks,
on the following page
P5f'
190. o sDeed tim the recheck process,
note on this e list (or copy) where each correction item ,?3-z- '5(7..i/t.1/c..
has been addressed, i.e., plan sheet, note or detail number, calculation page, etc.
Please indicate here if any changes have b
e
e
n
' 1"A e,7-1 fC/ f'Z) '>3 i made. to the plans that are not a result of corrections from this list. If there are
-
1-7 l)('7/L) us 7-0 -
other changes, please briefly describe them and .here they are located in the plans
' - t' - ..- - - ••. -
-' .,}ave changes been made to the plans not
resulting from this
correction list? Please
check.
Yes o
TheCity of -'Carlsbad has contracted with Esgil -r -Corporation located at 9320 Chesapeake Dri
v
e
,
S
u
i
t
e
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 :theck . items,, please contact
. .
-1,
15
.
- .., -..
.•Thank.you.
',c1osures:
-
.
.
Al
4 .4
t 'ê I
i#6/25/93 - •
13 -. •
.
•' 4
., . . t * -
:4
Date' io/7/? Jurisdiction CARLSBAD
repared bys o Bldg Dept
VALUATION AND ?LNCHECK'EE 0 Esgil
'PLAN CHECK NO.-//
B UILD1NC ADDRESS i -C) Poo
'APPLICANT/CONTACT g-L -tj.J.H/J,AJP PHONE NO, 4L—/,7
BUILDING OCCUPANCY — _- DESIGNEE PHONE_____________
TYPE OF CONSTRUCTION CONTRACTOR PHONE____________
BUILDING POR TION BUILDING AREA VALUATION
ULTIPLIE
VALUE
7o,7 -
/1 7 00
_57_ 2/,o
Air Conditionin ii
Commercial, • 1 • • I i -
-Residential ___•
_____________
Res. or Comn. -
FireSrin1ers • .@
____________________
Total Value
IJ
- •- .
4
B1din6 Per mt Vee
13
Plan Check ree s s 77
''.CoM MCNIS?
-- .-
:- -
SHEET I OF 1 12/87
S
DENIAL
Please see the attached report of deficiencies
marked with CK Make necessary corrections to
plans or specifications for compliance with
applicable codes and standards. Submit corrected
plans and/or specifications to this office for review.
By: Date:________
Date:
By: - Date:
C?! -
City of -Ca'rl sbad
-
'•1- S. __________________________________
BUILDING PLANCHECK CHECKLIST
DATE:(/2. ?3 PLANCHECK NO.
-
BUILDING ADDRESS: 57
PROJECT DESCRIPTION___________________________________________
ASSESSOR's PARCEL NUMBER 7c?&é — /7 EST VALUE 3
ENGINEERING DEPARTMENT
1
APPROVAL
The item you have submitted for review has been
approved. The approval is based on plans,
. * . 'information and/or specifications provided in your
submittal; therefore any changes to these items
after this date, including field modifications, must
be reviewed by this office to insure continued
conformance with applicable codes. Please review
carefully all comments attached, as failure to
comply with instructions in this report can result in
suspension of permit to build.
1 •4..,._., - ......... . -
.....................
ATTACHMENTS
0 Dedication Application
O Dedication Checklist
O Improvement Application
, Dimprovement Checklist
Future Improvement Agreement
•••-•_*t -•'- ,,
CONTACTPERSON
-.4.-
I
NAME:________
ADDRESS: . .
PHONE:
I
P:\docs\chk1s1\bp0001.frm - REV 6/5/92 -
2075 Las Palmas Dr. .Carlsbad, CA 92009-1 576 (619)438-1161. FAX (619) 438-0894
•,. .
BUILDING PLANCHECK CHECKLIST
SITE PLAN .. . .
~~d,/3rd/
0 Provide a fully dimensioned site plan drawn to scale. Show:.
/ A North Arrow D Property Lines Easements
/ B. Existing & Proposed Structures E. Easements .
/C Existing Street Improvements F Right-,of-Way Width & Adjacent Streets
/
U 0 Show on site 'plan: .. . . •. . ..
A Drainage Patterns C Existing Topography
B Existing & Proposed Slopes
• 0 3.. Show on a section drawing or include a note stating that there is. a minimum of 611
difference between the finished floor and the finished grade elevation adjacent to the
. . structure. . •
U El 4.. Include note: "Surface water to be directed away from the building foundation at a 2%
gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)."
On graded sites, the top of any exterior foundation shall extend above the elevation
of the Street gutter at point of discharge or the inlet of an approved drainage device .
7/. . a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.). .
U 0 5 Include on title sheet
A Site address
B Assessor's Parcel Number
1, .• • • . C. Legal Description • • • •
- For commercial/industrial bUildings and tenant improvement projects, include: Total
building square footage with the square footage for each different use, existing sewer
permits showing square footage of different uses (manufacturing, warehouse, office,
etc.) previously approved. . • . . . • - •
• •
• • .
EXISTING PERMIT NUMBER DESCRIPTION
IS • . • • .1.
P \docs\chldst\bp000l trm Page 1 of 4 REV 6/5/92
-. ..
BUILDING PLAN CHECK CHECKLIST
•
DISCRETIONARY APPROVAL COMPLIANCE
1sW 2nd'! 3rd'! 1 0 0 6. :Project does not comply with the following Engineering Conditions of approval for
ProjectNo.
Conditions were complied with by Date
/ DEDICATION REQUIREMENTS
0 0 7 Dedication for all Street Rights-of-Way adjacent to the building site and any Storm
drain or utility easements on the building site is required for all new buildings and for
remodels With a.value at or exceeding $ /yu -pursuant to Code Section
18.40.030.
- - •: .
Dedication required as follows
.- a.... . . . .
Attached please find an application form and submittal checklist for the dedication
: - process. Provide the completed application form and the requirements oh the
checklist at the time of resubmittal
Dedication completed by Date
IMPROVEMENTREQUIREMENTS
. :0. 0 8a. . All needed public improvements upon and adjacent to the building site must be
• constructed at time of building 6onstruction whenever the value of the construction
exceeds $_I -pursuant to Code Section 1840040
a.id Public improvements required as follows: 4P4'UJi_CF_FUL(C_ -trLeifer OF
Pc1Y - -Qffn, £oiLL (Zj i IZZA'e F YV Pn ii- 4 •
f øt1T(, L5 P(ga (J1 mT TIi € El L • -.
ocm.s.& iiU. Please have a registered Civil Engineer improvement prepare appropriate plans and
-
submit them together with the requirements on the attached checklist for a separate •
plancheck process through the Engineering Department. Improvement plans must be
approved, appropriate securities posted and fees paid prior to issuance of permit..
0 * Attached please find an application form and submittal checklist for the public
improvements requirements. Provide the completed application form and the
requirements on the checklist at the time of resubmittal. 1
.
0,
Improvement Plans signed by Date
- . •4 ••. -
- - • '•-
S •0 -, ••
/ •0
'!-. •,,-4 -'.
1
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.5 S.
5- •
. - •J
-
.• P:\docs\ch1d91\bp0001.frm Page 2 of. 4 5. REV 6/5/92 •
4ff . V '-1 BUILDING. PLANCHECK CHECKLIST
":is 2fldv' 3rdl
LM 0 0 8b. Construction of the public improvements may be deferred pursuant to code Section
.18.40. Please submit a recent property title report or current grant deed on the
property and processing fee of $_____________________ so we may prepare the
necessary Future Improvement Agreement. This agreement must be signed, notarized
- and approved by the City prior to issuance of a Building Permit.
Future public improvements required as follows:_ 6A
1teeo,,-b
O 0 0 8c. Enclosed please find your Future Improvement Agreement. Please return signed and
notarized Agreement to the Engineering Department.
Future Improvement Agreement completed by
Date
0 11 . . 0 8d. No Public Improvements required. SPECIAL NOTE: Damaged or defective
. . • . •V improvements found diacent to building site must be repaired to the satisfaction of,
the City Inspector prior to occupancy.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section 11.06.'030
of the Municipal Code.
.0 O 0 9a. Inadequate information available on Site Plan to make a determination on grading
requirements Include accurate grading quantities (cut, fill import, export)
O 0 0 9b Grading Permit required A separate grading plan prepared by a registered Civil
Engineer must be Submitted together with the completed application form attached.
.1 . NOTE: The Grading Permit must be issued and rough grading approval obtained prior
to issuance of a Building Permit
/ Grading Inspector sign off by Date
D 0 96 No Grading Permit required /
1 , -
V • - :
V. ••• • V V . ., ,
V
V .
.
. 's.; ,
. • . . BUILDING PNCHECK CHECKLIST
P:\doc9\chk1st\bp0001.frm . - Page 3 of 4 . . REV 6/5/92
(J
MISCELLANEOUS PERMITS
1 sW 2ndV 3rd 1
t 0 0 10. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or
private work adjacent to the public Right-of-Way. Types of work include, but are not
limited to: street improvements, trees, driveways.
A separate Right-of-Way permit issued by the Engineering Department is required for
(V &a- the following: •
' Please complete attached Right-of-Way application form and return to the Engineering
Department together with the requirements on the attached Right-of-Way checklist, at
- the time of resubmittal.
0 .0 11. A SEWER PERMIT is required concurrent with the building permit issuance. The fee •
.. is noted in the fees section on the following page.
41. 0 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial
Waste Permit Application Form and submit for City approval prior to issuance of a
Permit.
Industrial waste permit accepted by: Date
.•,_ 1' • '-• •
---- 4 4 -
-.1 •
- -V. •'• . V - ••••4 • t . V
4
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- • - .
.-
• ; 4-• . -
-
V -
•-•- - -
P \docs\chklst\bp000l tim Page 4 of 4 REV 6/5/92
I .
CALCULATIONS WORKSHEET
(4
• EDU CALCULATIONS: EDU's: -
.' ADT CALCULATIONS: ADT's:
FEES REQUIRED:
El YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE)
El NO
El 1. PARK-IN-LIEU FEE
:
PARK AREA FEE/UNIT
O 2 TRAFFIC IMPACT FEE
.- ADT's: FEE/ADT:
O 3 BRIDGE AND THOROUGHFARE FEE
ADT's: FEE/ADT
El 4 FACILITIES MANAGEMENT FEE
ZONE FEE/EDU
0 5 PUBLIC FACILITIES FEE
0 6. SEWER FEES PERMIT No.
-•) S ••
EDU.'s: FEE/EDU: $___________
BENEFIT AREA FEE $__________
0 7 SEWER LATERAL REQUIRED (2,500 DEPOSIT)
n
REMARKS
4.5
. -- •. - 5-
1: P:\docs\chkI.1bpOOO1.frm • REV 6/5/92 •
0 Citv of Carlsbad
- - -
November 29, 1993
4
Allen J Manzano 71.
1250 Hoover Street
I Carlsbad, CA 92008
1250 HOOVER ST BUILDING PERMIT NO CB 93-1139
'V
Dear 'Mr.. Manzano,
I am pleased to inform you that your appeal to defer the grading of the public right of
.way along your property frontage has been granted. In lieu of the grading at this time,
- we are requesting you sign a Right of Entry document and this correspondence The
= purpose of the Permission for Right of Entry document is to allow City employees and
. four contractor permission to enter your property to perform the work necessary to
complete the improvements. The purpose for having you sign this letter is to assure you :
understand the limits of what can be done in the public right of way along your frontage
-on Hoover Street
• As you are .ware the street right of way extends approximately twenty feet from the edge V
of pavement to the northwest (toward your house). This area will be graded in the future
fo?public street and sidewalk, your signature at the end of this correspondence indicates
you are aware of this and that no structures are to be placed in the Street right of way.
: - In addition no structures in the ten feet from the property line toward the northwest will
be allowed because they will need to be removed to grade a slope from the Right of Way
line into your property to achieve the street elevation
If, any improvements to the driveway are done, the right of way in the area of the driveway
will be required to be graded to the Street elevation The grading to the final Street
elevation serves a two-fold purpose The grading at the time of driveway installation will
V limit the need to remove the driveway when the ultimate Street improvements are V
- constructed Additionally, this will allow you to grade your driveway at the final elevation
prevent the need to remove and reconstruct the driveway on your property when the
Street is widened
- A Right of Entry Document has been attached for you execution A copy of the -
V V document is provided for your records. V
V
-: 2075Lás Palmas Dr. • Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894
-
November 29, 1993
Allen Manzano'
1250 HOOVER ST - BUILDING PERMIT NO. CB 93-1139
Page 2 .
Additionally, in your correspondence to the City Engineer you felt the grading of the
public right of way should not be done at this time because there were no
-"encroachments, easements or similar matters". The City does not become involved in:.
private party land transactions. Items of disclosure during such dealings are between the
'seller and the purchaser and are not under the jurisdiction of the City of Carlsbad. The
Future Improvement Agreement was recorded on October 17, 1991 as document number
1991-0537498. If this item does not appear on the Title Report, issue should be taken
with the Title Company.
Please sign the attached Permission for Right of Entry and return it to the Engineering
Front Counter to the attention of Helen Erzak. In addition, please sign this letter in the
indicated location to indicate you have read and understand the contents This will satisfy
the zrequirements for the Engineering Department review of your building permit For
additional information or the status of you building permit plancheck, contact Doris
Cosman or Mike Peterson at 438-1161, extension 4331 or 4462, respectively.
If you have any questions regarding the gradin6 and right of way requirements, please
contact me at 438-1161, extension 4427
Respectfully,
Sherri Howard
-• . Associate Engineer
c City Engineer, (without attachments)
Principal Civil Engineer - Engineering Review Section (without attachments)
Principal Civil Engineer - Land Use Review (without attachments)
Attachments
MAN NO
BARBARA MANZA
DATE / DAI'E /
CITY OF CARLSBAD 1.
7-
= PERMISSION FOR RIGHT OF ENTRY
The City of Carlsbad requests, permission to enter your property described as:
,NAME: Allen and Barbara Mangano
- STREET ADDRESS 1250 Hoover St -
ASSESSOR'S PARCEL NUMBER 206-150-19
LEGAL DESCRlPTlON:
Parcel 1 of Parcel Map 16658 '
for the purposes of facilitating the construction of Street widening, curb, gutter, sidewalk
- and/or other street improvements along the frontage of your property. The construction
may inclUder clearing and grubbing, grading, preservation of existing drainage patterns,
building supporting slopes and/or retaining walls, driveway, modifications and other •
miscellaneous remedial work.
'TheCity will be responsible for'all damages and liability arising from the City entering the
.property for the above stated reasons.' • - .: -.
The .City.shàll perform allwork in .a professional manner per the approved plans 'and.,'
specifications:
The right 0f entry-shall end when the City Council accepts the Street widening, curb,.
gutter and sidewalk construction .work as complete based upon the recommendation by
-. the City Engineer. • ' - ' Jl
.
M /, anzànthO, >--. - Barbara M6nza9Owner '
- //7/le-3 '= •,'
, DAT15'-' -, -' . -' DATE
. . '- 4 -•. " .-
- 4 '
PLANNING Q-iEOQL
Plan Check No. 113' Address, 12$0
An Planner DAVID RICK _Phone 438-1161 ext. 4328
(Name)
APN:-. .i.cotcuF
ç)
Type of Project and Use cM
. Zone -, - Facilities Management Zone I
Legend
Item Complete S
(j) Item Incomplete - Needi your action ,
1,. 2, 3 Number in circle indicates plancheck number where deficiency was
identified
ID/d C3 Envronznenta1 Review Required YES - NO ..ZTYPE
.. DATE OF-COMPLETION:
Compliance with conditions of approval If not, state conditions which. require action
Conditions of Approval
0 Discretionary Action Required YES NO
' APPROVAI/RESO. NO. DATE:
PROJECT. NO.
OTHER RELATED CASES
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
.
(OCahfozma Coastal Commiion Permit Required YES NO -
DATE OF APPROVAL:
.
San Diego Coast District, 3111 Camino Del RIO North, Suite 200, San Diego, CA. 92108-1725
' .'(619) 521-8036
S Compliance with conditions of approval? If not, state conditiàns which require action.
Conditions of Approval
.. • . .
ndspe Plan Required NO
See attached submittal requirements for landscape. plans '
Site Plan. k '
I Provide a fully dimensioned site plan drawn to scale Show North
arrow, property linés,'4asements, existing and proposed strictures,
streets, 'existing street improvements, right-of-way width and
dimensioned setbacks. - *
4.
-
17f0 0 2. Show on Site Plan: Finish floor elevations, eleations of finish grade :
adjacent to building, existing topographical lines, existing and proposed
slopes and 'driveway. •; ,''
0 3 Provide legal descnption of property. .
4 Provide assessor's parcel number.
Zoning'
0 0 1. Setbacks: •.. ' S
Front Required Shown 9/
tnt. Side: * Required - / Shown Vt
Street Side: Required ' Shown 4'I—
Rear: Required o' Shown
0 2 Lot coverage: 1Requ1red _____ Shown Yi .'
3 He - Required 30' 4Shown 2' '
0 4 Parking - Spaces Required '?c2', Shown 13' x
'•
, Guest Spaces Required Shown
O 0 0 Additional. Comments • .
* *- • -
OK TO ISSUE AND ENTERED APPROVAL INTO COMPER____________ DA '( ( ° -
1 0
* PLNCX.FR.M,
r
-' STATE OF OF CALIFORNIA—THE RESOURCES AGENCY PETE WILSON, Governor
CALIFORNIA COASTAL COMMISSION
SAN DIEGO COAST AREA
31 1 1 CAM INO DEL RIO NORTH, SUITE 200 - - -
-. )AN DIEGO, CA '92!os-172s
'619), 521-803'6 . EXEMPTION LETTER
DATE: 11ij.ic f9
NAME:
••.t S. -
LOCATIO
.1
PROJECT
S..,. ,'•
This is to certify, that this location and/or proposed project has been
rev.ieed by the staff of the Coastal Commission. A coastal development permit
',- is' not necessary for the reasons checked below.
- The site is not located, within.-the-coastal zone as established by the
California Coastal Act of 1976, as amended. .
The proposed evelopmnt.k included in Categorical Exclusion No..________
adopted, by..the'Cali'fo:rn.ia'Coastal Commission. - S • - .
' -... i . . , The1proposed development s
.
judged to be repair or maintenance activity
not,-resulting in an additiOn to or enlargement or'exp-ansion of the object
such activities (Section 30610(d) of Coastal Act).
The proposed development is an improvement to an existing single family
'residence (Section 30610(c) of the Coastal Act) and not located in the
area between the sea and the first public road or within 300 feet of the
inland extent of any beach (whichever is greater) (Section 13250(b)(4) of
-- -
' 14 Cal-Admin. Code.
The roposed.development is an -improvement to an existing single family
residence and is located in the area between the sea,and the first public
' road or within 300 feet of the inland -extent of any beach (whichever is
- greater) but is not a) an increase of 10% or more of internal floor area,
b) an-increase in height over 10%, or c) a significant non—attached
"structure (Sections 30610(a) of Coastal Act and Section 13250(b)(4) of
- 'Administrative Regulations).
(OVER)
Page
r -
The proposed development is an interio
r
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o
d
i
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c
a
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n
t
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with no change in the density or. inte
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e
(
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3
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Coastal Act).
- The proposed development involves
t
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e
i.'nstalla.tior teti'rigand placement in service, of a necessary utility conn
e
c
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-
o
i
,
b
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e
n
a
n
e
x
i
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g
s
e
r
v
i
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e
facility and development approved
'development permit requirements, pursuant to-Coast
a
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A
'
c
t
S
e
c
t
i
o
n
3
0
6
1
.
0
(
f
)
.
.
\ r The proposed development is an' imro
v
e
m
e
n
t
t
o
a
s
t
r
u
c
t
u
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e
'
o
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e
r
t
h
a
n
a
single family residence or public
w
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y
'
a
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'
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permit requirement (Section :13253
T
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Truly yours,
By: .- ..
Title: &4'
. ':'. •:' . •
6630A
San Marcos Unified
'1290 West San Marcos Blvd.
San Marcos; CA: 92O24(744-4776)
San Dieguito Union High School
710 Encinitas Boulevard -
Encinitas, CA 92024 (753-6491)
7 . • Project Address: C5 0
iCERTIFICATION OF COMPLIANCE
CITY OF CARLSBAD Plan Check No.
DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS DR., CARLSBAD, CA 92009
(619) 438-1161
This form shall used to determine the amount of school fees for a project and to vrify
that the project applicant has complied with the school fee requirements. No building
permits for the projects shall be issued until the certification is signed by the appropriate
school district and returned to the City of Carlsbad Building Department.
SCHOOL DISTRICT:
'-Carlsbad Unified
801 Pine Avenue
.CarIsbad; CA 92009 (L434-0610)
p..
Encihitas Union
101 South Rancho Santa Fe Rd.
Encinitas, CA.. 92024 (619) 9.44-4300
.Projec Applicant:
RESIDENTIAL: SQ. FT. of living area /77 number of dwelling units__________
SQ. FT of covered area SQ. FT of garage area_____________
COMMERCIALJINDU TRIAL: SQ. FT. AREA
epared&y Date
41 .
FEE CERTIFICATION
(To be cömpleted by the School District)
1/ Applicant has complied with, fee requirement under Government Code 53080
Project is subject to an existing fee agreement
Project.. is exempt from Government Code 53080
Final Map approval and construction started before September 1, 1986.
(other school fees paid) -
Other .
Residential Fee Levied $ based 'on /77 sq. ft @ c9
domi uLevied:$ based on sq. ft.
District Official Date
'-'
AB 2926 and SB 201 fees are capped at $ 2 65per square foot for residential
' AB 2926 is capped at 27 per square foot for commercial /industrial.
- - C-, '• - - -
1- ----, . -. C
City of Carlsbad:
-- - -• ,
SCHOOL FEES
S •.'- y -k --5, 1 - -
Please fill out the form on the reverse side of this -page and take it to the.
appropriate school district. - -
Once you have paid the school fee, a school official has sighed the school
fee, form, and ,aUother plan check requirements have beeh met, a building
pe'r s mit ca be isiied .The City dfCarlsbad'will not-issuèany building -
permit without a completed school fee forrn \,
BUILDING DEPARTMENT- - dc -
enc.
-
-' '
-
- - - - - - - S --
IR
2075 Las Palmas Drive-Carlsbad, California. 92009-4859.(619) 438i 161 -
i REPORT OF LIMITED SOIL INVESTIGATION
Manzano Residence Addition
Carlsbad, CA
I . - JOB NO. 93-2206 • November 2, 1993
I:
I Prepared for
- Mr. Frank Ray
Rayco Constwion Co
wc
Prepared by
• -, -
• C W La Monte Company
4350 Palm Avenue, Suite 21
I -
La Mesa CA 91941
Palm Ave • La Mesa, CA 91941 • (619) 462-6921 I 4350
I. C. W. LA MONTE COMPANY
Soil & Foundation Engineering Services
I No;ember 2, 1993
.Mr. Frank -Ray . -
S
Job No. 93-2206
Ray Co Construction
4570 Essex Ct.
I Carlsbad, CA
4 Subject: Report of Limited Soil Investigation
S - Manzano Residence Addition -
1250 Hoover. Street
..-
Carlsbad, CA
Dear-Mr. Ray:
.
S ••
In accordance with your request, C.W. La Monte Company has performed a limited
I .'investigation of the surface and subsurface soil conditions at the location of the existing
additions and new. garage The field work was performed on October 27, 1993 by our Field
Engineer. .: . .
I, .. - - -
It is our understanding that a new garage and additions will be added to the central grand
I :.. room structure. The completed structure is to be a maximum of two stones iii height and
constructed of standard-type building Materials., . S
The purpose of our limited investigation was to evaluate the soil conditions in the existing
building area and assess the allowable bearing value of the soils to provide foundation design
-criteria and evaluation
Our investigation revealed that the building site is underlain by medium dense to dense
1 Pleistocene beach terrace formational materials These soils will provide a stable soil base
for the existing addition and associated improvements with proper maintenance and/or
repair
In our opinion, if the conclusions and recommendations presented in this report are
1 -" implémented, the site is suited for the proposed-development. The work performed and
recommendations presented in this report are the result of an investigation and analysis.
1,.
,-• . which meets the contemporary standard of care in our profession. No other warranty is •
expressed or implied
IS_
.
-
4350 Palm Ave. • La Mesa, CA 91941 • (619) 46276921
I
I TABLE OF CONTENTS
I
It I SCOPE OF WORK
•
u; SITE DESCRIPTION
III FIELD INVESTIGATIONS
1V DESCRIPTION OF SOILS
V LABORATORY TESTS & SOIL INFORMATION
1 *
\VI CONCLUSIONS AND RECOMMENDATIONS
VII' LIMITATIONS
I FIGURES
I I. Plot Plan
P II Boring logs
III Test Results
I APPENDICES
A. 'Unified Soil Classification System
I -
-
4350 Palm Ave • La Mesa, CA 91941 • (619) 462-6921
I • C W. LA MONTE COMPANY
Soil & Foundation Engineering Services
REPORT OF LIMITED SOIL INVESTIGATION.
F ' Manzano Residence Addition
.'•. - 1250 Hoover Street
1 Carlsbad, CA
I .'.
JOB NO. 93-2206
: . The following report presents the findings and recommendations of the C. W. La Monte
Company for the subject project •
LSCOPEOFWORK
It is our understanding, based on communications with Mr. Ray, that an addition will be
I placed around the grand room and above the existing structure, plus a new garage will be
constructed With the above in mind, the scope of work is briefly outlined as follows:
1. Identify and classify the surface and subsurface soils to depths, in conformance with
the Unified Soil Classification System (refer to Appendix A)
2 Evaluate the condition of the existing soils
3 Recommend the allowable bearing pressure for the natural ground
Make foundation recommendations.
Estimate the settlement of the soils under the proposed structural integrity of the
I • existing structure
I
II SiTE DESCRIPTION
The property is know as Assessors Parcel No 206-150-19 Map 16658
l The site, is located at 1250 Hoover Street in the City area of Carlsbad The property is
I bordered on the west, east and north by similar residential properties, and the south by
Hoover Street. .
The existing structure on the site consists of a single story, single-family residence around
a grand room with an attached garage Vegetation in this area consists primarily of flower
,
beds plus various trees and shrubbery and attached patio areas.
4350 Palm Ave • La Mesa, CA 91941 • (619) 462-6921
I Manzano Job No. 93-2206
Carlsbad Beach, CA Page 2
The property slopes gently to the southwest. Survey information concerning actual elevations
' across the site was not available at the time of this investigation. -.
I . III: FIELD INVESTIGATION
Two hand-excavated test pits were excavated. The handpits were placed adjacent to the
existing foundation of the and new garage. The hand pit were observed and logged by our
I
.Field Engineer, and a penetrometer tests were taken of the predominant soils. Logs have
been prepared on the basis of our observations and the results have ben summarized on
Figure No. II. The predominant soils have been classified in conformance with the Unified
Soil Classification System (refer to Appendix A). . .
I. . -
IV. DESCRIPTION OF SOILS ..
The encountered soil profile generally consists of medium dense to dense formational-
materials described as a brown fine to medium sand. These formational materials are
considered to have excellent bearing-strength characteristics and are considered to be non-
I expansive
V LABORATORY TESTS AND SOIL INFORMATION
In-situ tests were performed on the undisturbed soil in order to determine their physical and
mechanical properties and their abilities to support the proposed new structures. The
following tests were conducted on the sampled soils: .
......
.. . Moisture Content (A.S.T.M. D2216-71)
2.
.
Density Determmations
3 Penetrometer tests 1 4.1 In-place densities
I - .
The relationship between the moisture and density of undisturbed soil samples gives
qualitative information regarding the soil strength characteristics and soil conditions to be
anticipated during any future building operation. Based on the above in-situ and laboratory
< .. test data, observationsof the primary soil types on the project, and our previous experience
with laboratory testing of similar soils, our Geotechnical Engineer has assigned conservative
--
I values for fiction angle, coefficient of friction and cohesion to those soils which will have
significant lateral support or bearing functions on the project. These values are presented in
Figure No III and have been utilized in determining safe bearing values
VI CONCLUSION AND RECOMMENDATIONS
-•
S..
. -• .
4350 Palm Ave. • La Mesa, CA 91941 • (619) 462-6921
1 Manzano - Job No. 93-2206
Carlsbad Beach, CA Page 3
The following conclusions and recommendations are based upon the practical field
investigation conducted by our firm, and resulting laboratory tests, in conjunction with our
I knowledge and 'experience with the soils in the Carlsbad area of the County of San Diego.
Our investigation has determined that the building site is underlain by medium dense to.
I dense sands. These soils will provide a stable soil base for the existing addition and
associated improvements.
I , A. FOUNDATION AND/OR SLABS ON-GRADE .
1.. The, existing stem wall foundation system has apparently properly supported the'
existing residence and minor room addition.. Due to inaccessibility, only portions of
I the foundations were visible during the field inspection. The observed foundations are
in acceptable condition and are anticipated to continue to safely support the structure
and existing addition. However, in the event that additional examination of th
I foundation support . reveals deterioated or unstable foundations, repairs or
replacement should comply with the minimum recommendations which follow.
1, 2., Any new continuous foundations and/or spread column footings shall extend a:
minimum depth of 12 inches into medium dense to dense natural ground, and have.
a mnnum width of 12 inches for sihgle floor foundations. Any continuous
foundations for future work, if needed, shall be reinforced with a minimum of two •
No.4 steel bars: one bar shall be located near the top of the foundations añd"one bar..
3 inches from' the bottom.
I ..
3. Prior to pouring any column footings and/or foundations, and prior to placement of'
floor slab base sections, any unexpected clayey soils shall be thoroughly watered such
that they approach 'their maximum potential for expansion. it is recommended that I ' the subgrade soil 'be presoaked to achieve a moisture content 3 percent above
optimum to a depth Of at least one foot below the bottom of slab and footings The
I ..
bottom of the foundation excavation should be firm not muddy, and have the'
acceptable moisture content.
1 •.. . it is recommended that all new nonstructural concrete slabs (such as patios,
' driveways, sidewalks, et cetera), be founded on at least four inches. of
nonexpansive soils. Proper shrinkage joints (saw' cuts) should be provided and
spaced per the structural engineers recommendations. The saw cuts should be
performed no later than 24 hours after pouring or as soon as the concrete is I • . •
set. Saw cuts should be deepened to at least one-quarter of the thickness of the '
slab. • • '
I•,•.'•
. -
,
4350. Palm Ave. • -La Mesa, CA 91941 • (619) 462-6921
•
I Manzano
Carlsbad Beach, CA
B: Foundation Design Parameters
Job No. 93-2206
Page 4
1:. 5.
il• -
The recommended allowable bearing value of the medium dense to dense
natural ground soils on the site is at least 2.000 pounds per square foot. This
soil-bearing value may be increased one-third for design loads that include
wind or seismic analysis. Additionally, these bearing values may be utilized in
the design of foundations and column footings of the existing structure when
founded a' minimum of 15 inches into the firm natural ground or compacted
fill for two story structures. For on-site conditions, it is expected that the
maximum settlement will not exceed.0.25 inches in 20 feet horizontally.
A coefficient of Friction of 0.35 times the dead load may be used to calculate
the total friction force between the bearing soils and the bottom of concrete
wall foundations, structure foundations, or floor slabs. If the coefficient of -
friction is to be used in conjunction with passive earth pressures, the-
coefficient shall be reduced to 0.30.
U -
7. Adequate measures shall be taken to properly finish-grade the site after the
I structures and other improvements are in place. Drainage waters from this site
and adjacent nrot,erties are to be directed away from foundations. floor slabs -
and footings, onto the natural drainage direction for this area or into properly
designed and approved drainage facilities. Proper subsurface and surface
drainage will ensure that no waters will seek the level of the bearing soils
under the foundation, footings and floor slabs. Failure to observe this
recommendation could result in uplift or undermining and differential
settlement of the
structure or other improvements on the site.
8. It should be noted that changes of surface and subsurface hydrologic conditions, plus
irrigation of
landscaping or significant increases in rainfall over the "accepted average
- annual", rainfall for San Diego County for the past ten years, may result in the
'
• appearance of minor amounts of surface or near-surface water at locations where
none existed previously. The damage of such water is expected to be minor and
cosmetic in nature, if corrected immediately. Corrective action should be taken on a
site-specific basis if, and when, it becomes necessary.
I
1 •
I
Planter areas and planter boxes shall be sloped to drain away from the foundations,
footings, and floor slabs. Planter boxes shall be constructed with a subsurface drain, - -
installed in gravel, with the direction of subsurface and surface flow away from the
foundations, footings and floor slabs, to an adequate drainage facility. -
4350 Palm Ave. • La Mesa, CA 91941 • (619) 462-6921
I -
Manzano . Job No. 93-2206
Carlsbad Beach, CA . Page 5
VII. LIMITATIONS
I Our conclusions and recommendations have been based on all available data obtained from
our field investigation and laboratory analysis, as well as out experience with the soils and
formãtional materials'located in this area of the County of San Diego. Of necessity, we must.
I assume a certain degree of continuity between exploratory excavations and/or natural
exposures. It is, therefore, necessary that all observations, conclusions, and
I recommendations be verified if/or when footing excavations are placed. In the event
discrepancies are noted, additional recommendations maybe issued, if required.
- This firm does not practice or consult in the field of safety engineering, We do not direct the
Contractor's operation, and we cannot be responsible for the safety of personnel other than
our own on the site; the safety of others is the responsibility of the Contractor. The
Contractor should notify the owner. if he considers any of the recommended actions
I
; presented herein to be unsafe.
The work performed and recommendations presented herein are the result of an investigation
I ..and analysis which meets the contemporary standard of care in our profession. No other
warranty is expressed or implied. This report should be considered valid for a period of three
(3). years, and is subject to review by our firm following that time, if significant
I - modifications are made to the building and/or grading plans, especially with respect to the
height and location of any proposed structures, this report must be presented to us for
immediate review and possible revision.S .
5
The firm of C. W. La Monte Company shall not be held responsible for changes to the'
I
:physical condition of the property, such as addition of fill soils or changing drainage
.5 patterns, which occur subsequent to issuance of this report or previous damage to the
I -"residence such as slab cracks, doors out of plumb, etc.
Once again, should any questions arise concerning this report, please feel free to contact our
I.office. Reference to our Job No. 93-2206 will expedite a reply to your inquiries.
Respectfully submitted,
CIVIL Q No. 495 rn
C. W. La Monte Company. lv~zsloft e
C 25,241,
Clif~ww. L'aMonte, R.C.E. 25241, GE 0495 Or C
OF C A0
-.5.
- 4350 Palm Ave • La Mesa, CA 91941 • (619) 462.6921
(
NOTE This Plot Plan Is not to be used for legal [
purposes Locatloneand dimensions are approxi
mate Actual property dimensions and locations 4
of utilities may be obtained from the Approved
I S Building Piansor the A1-Ruilt Grading Plans.
V
(L E C E N D
¼
I \ I
APPROXIMATE LOCATION OF HAND PIT
V V
V
•5
V
.V V:
41.
Is 17
flz. 4
K I I '..
1 •
_____
I _____ '
LLI
' H > VICINITY PLAN
V No Scale
NEW
LL_
EA'Jfc
- I
I
-
4
4
4
-
-
/
VS_ .5, 4 '5 4
-. P1.01' PEAt!:
- I
-
1 JOB NO 93-2206
FIGURE NO
TtOUIPMENT DIMENSION B TYPE OF EXCAVATION DATE LOGGED
equipment - _xcavating 1' x 1' x 2.5 10127193
WUR FACE ELEVATION GROUNDWATER DEPTH . LOGGED BY
Not Available Not encountered ci
i - FIELD DESCRIPTION AND CLASSIFICATION CL 0
ow IJ DESCRIPTION AND REMARKS (CONSISTENCe.
MOISTURE, COLUR, GRAIN SIZE) .
-
.
Loose, dry, red-brown,. silty
I .
-
fine sand
- ._
- Medium dense,dry, red-brown,
silty fine sand .
I'zBecomes dense. . . : 13 10.5 24 91 14
-
--
of Hole
I
Bottom
I I .
I
I.-
JOB NAME
- MANZANO RESIDENCE -
.7:WATER TABLE ' SITE LOCATION 1250 Hoover Street
.. I a LOOSE 71 BAG SAMPLE .. . .
JOB NUMBER . . REVIEWED BY LOG. NO. : •. . . II IN PLACE SAMPLE
* . 932206 HP' 1 FIGURE NUMBER DRIVE SAMPLE. CL
•
.0 SANDCONE/F.D.T.
- - •-
-
EQUIPMENT - D NSION IN TYPE OF EXCAVATION DATE LOGGED
' i 1 1 10/27/93 Hand excavating equipment I X X ..0
SURFACE ELEVATION - GROUNDWATER DEPTH LOGGED BY
-
Not Available . Not encounter ci
FIELD DESCRIPTION AND CLASSIFICATION
__________________ 1-.31 .'.
DESCRIPTION AND REMARKS ICONSISTEtSC, . .J A fa IZ14 Z" CL
MOISTURE, COLUR GRAIN SIZE) 01 LO
' Loose, dry;. rd-brown, silty, . . .
fine sand and abundant roots
• 1- . .
1 Existing Foting
2
dense, dry to damp, - red-brown, silty, fine sand SP
Becomes dense
- Bottom of Hole
t -. . .
-•
4 • -- - - -
S -.
,-
--
4
... .-. ,. ._j
- .:.- -i,. .. - •: I -. . 4-
- JOB NAME .
MANZANO RESIDENCE
V WATER TABLE SITE LOCATION 1250 Hoover Street
- •. .
. ..• LOOSE BAG SAMPLE . Carlsbad, CA. -
________________ ________________ ___________
JOB NUMBER •
JN PLACE SAMPLE
REVIEWED BY, LOG. NO. - •
93-2206 HP Z FIGURE -NUMBER - II DRIVE SAMPLE .
-
CL '
0 SAND CONE/F.D.T.
,SWELL TEST DATA '
IPIITIAI. DflY DENSITY '(cf)
INITIAL WATER CONTENT (%)
LOAD (psi) • -'
PERCENT SWELL
jOfl N0 93-2206
FIGURE UO III
•
_____
LABORATORY SOIL DATA SUMMARY
TM
"NEW 0 ri
aaNI'
LASSUIIED SHEAR DATA 1
COHESION øaf 1 300
FflCTtQN ANGLE 275
..
-- - - ' k.
MEN.
MENNO
mmmmm
INEENINNO1100111
Immmummom
0 0
MINIM Ml
MONIONEW
- so
NONE
IlIIIIII1IIIllhIIII1k11III1lIIIIlIIIIIIpiliiiili
lIIIIIOhIUII1IIIIi1I 'IIIIIIIIIuRIIIIIIIuRuIU
IIUhIfNIIIIIiII 1U1HIIIUIllhIIIIIIIIIl
IIUIIIIllhI1Il1IIIE1IILUHuiIIiuHu1iiiu
III1IIrnIIrn1IIIlIIu1u1'oIIllllllhuItllhI
IulImrnIr1IIIIuNuhI1I.IuhIH1IllHI
II1lIIImIIIlItIIuuhiIoiIrnInhlrIlll
IlIIHIflhIIIItIII11IHhI1IIIlihIIIIIIIIII1IW
IIIIIIIIflhIIIillflhuIIIllflIh3HIuhIIrIm
11111 III III IjI\f\
so MAXIMUM DRY
DENSITY (pcf) 124. Z-'/.
OPTIMUM MOISTURE
CONTENT(%)'- .10.5'
I I -1-:II I I -
- 00 -MOISTURECONTEPST%
0, 10' - 20 ' 30
LABORATORY COMPACTION TEST
Oran diSm.te,. aim '
2.70.
_260'>1—SPECIFIC GRAVITY;
2.50
'
.ZERO AIR VOIDS CURVES
40
SOIL
TYPE 1 SOILCLASSIFICAIION - e TRENCH DEPTH
RED—BROWN SILTY FINE SAND 1 1.5'
• '•
:' .:
'.'
1.5: 1.0 SLOPE * 2.0:1.0 ,6 LOPE
-O 98 - - 78
2' 82 66
4' - 66- 540
6'. - 42
8' 340
30 -
10' -180
FOUNDATION REQUIREMENTS NEAR SLOPES
PROPOSED STRUCTURE
10
- ,COHCRETE FLOOR SLAB 10 TOP OF COMPACTED FILL SLOPE
(LOOSE OVERBURDEN SOIL IS IGNORED)
1.•10
, •. , • / COMPACTED FILL SLOPE WITH
MAXIM
I
UM INCLINATIONAS
, PER SOILS-REPORT
REINFORCEMENT OF I
I FOUNDATIONS AND FtOOR — — - \ SLABS FOLLOWING THE
—
TOTAL DEPTH OF FOOTING MEASURED RECOMMENDATIONS OF THE ' FROM FINISH SOIL ARCHITECT OR STRUCTURAL
—
SUB—GRADE ENGINEER
CyED FILL, COMPA
CONCRETE FOUNDATION
OUTER MOST FACE FOOTING
18 MINIMUM OR AS DEEP AS
- REOUIRED.POR LATERAL TYPICAL SECTION STABILITY
(SHOWING PROPOSED FOUNDATION LOCATED WITHIN
FEET OF TOP OF SLOPE)
-
18" FOOTING / 10' SETBACK
TOTAL DEPTH OF FOOTING
U.
ala
_ WU) C.)
# when applicable FIGURE NUMBER IV
JOB -NUMBER
93-2206
44
'.4 .
APPENDIX A
I UNIFIED SOIL CLASSIFICATION CHART
SOIL DESCRIPTION
COARSE-GRAINED . .
I
.
. More than half of material I. larger than a No. 200 sieve .
GRAVELS, CLEAN GRAVELS
More than half of coarse fraction Is larger than GW Well-graded gravels, gravel and sand mix-
!
No.4 sieve size, but smaller than 3" lures, little or no fines. 4
• GP Poorly graded gravels, gravel and sand mix:
lures, little or no fines
4 .... P - . .,.
GF%AVELS WITH FINES GM
• Silty gravels, poorly, graded gravel-sand-silt
I
' ' (appreciable amount) . '
mixtures. .
GC Clay gravels, poorly graded gravel-sand-silt
mixtures
i.
'4 . 4 , .
SANDS. CLEAN SANDS SW .
4 ,.,t
Well-graded sand, gravelly sands, little or no.
More than half of coarse fraction is smaller than a no fines
• No. 4 sieve.
. . . SP Poorly graded sands, gravelly sands, little or.
I
..
no fines
-, SANDS WITH FINES ..
-
SM:
.
Silty sands, poorly graded sand and silty
I (appreciable amount) mixtures
SC Clayey sands poorly graded sand and clay
4. mixtures.
FINE-GRAINED',,
'More .than half ofmat.rlallssmallerthana No. 200*love .
SILTS AND CLAYS ML
I - -
Inorganic silts and very fine sands, rock flour,
sandy silt and clayey-silt sand mixtures with
I
a slight plasticity.
Liquid Limit Less, Than 50 . CL inorganic clays of low to medium plasticity,
A -. • ... .gravelly clays sandy, clays, silty clays clean
,
I . clays
OL Organic silts and organic silty clays of low
plasticity.
I - MH Inorganic silts, micaceous or diatomaceous
1 fine sandy or silty soils elastic Silts
I44, Liquid Limit Greater Than 50 CH Inorganic clays of high plasticity fat clays
OH Organic clays of medium to high plasticity.
I HIGHLY ORGANIC SOILS t PT Peat and other highly organic soils
I
-