HomeMy WebLinkAbout1380 PINE AVE; ; 83-516; Permit- - 0. I hereby affirm that I am licensed under
-provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business
< .and Professions Code, and my license is in
full force and effect.
Lic No ______________ Class o_ C.,
I hereby affirm that .1 am exempt from the Contrac• I
Or's License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or County which re- quires a permit to construct, alter, improve, demolish, or I
repair any structure, prior to its issuance also requires !he ap-
plicant for Such permit is tile a signed statement that he is
licensed pursuant in the provisions of the Contractors I
License Law (Chapter 9 commencing with Section 7000 of
Division 30f the Business and Professions Code) or that is ex-
empt therefrom and the basis for the alleged exemption. Any
violation of Section 7031.S by an applicant for a permit Sob'
jecfs the applicant to a civil penalty of not more than five hun-
dred dollars ($500(.
O I, as owner of the property, or my employees with wages
as their Sole compensation, will do the work, and the struc- I
lure is not intended or offered for sale (Sec. 7044, Business i J 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 I employees, provided that such improvements are not intend - 1.11.1 ed or offered for sale. It, however, the building or improoe• Z men[ is sold within one year of completion, the owner-builder I 3 will have the burden of proving that he did not build or im•
- prove for the purpose of sale).
U 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 I
Law does not apply to an owner of property who buiids or im-
proves thereon, and who Contracts for each projects with a U) contractor(s) license pursuant to the Contractor's License Z . Law).
0 As a homeowner lam improving my home, and the follow' I 4 ing conditions exist:
The work is-being performed prior to sale.
i have lived in my home for twelve months prior to completion of this work. Ui 3. i have not claimed this exemption during the
taut three years.
lam exempt under Sec. ___________________ , B & P.C. for this reason
LZ
O I hereby affirm that i have a certificate of Consent
to self-insure, or a Certificate of Workers
Compensation Insurance, or a certified copy thereof I
(Sec. 3. Labor Code).
z POLICY NO. / 1/
'COMPANY L4V
0 Copy is filed with the Iit
z -I 0 Certified copy is heresy furnished
0 CERTIFICATE OF EXEMPTION FROM U WORKERS' COMPENSATION INSURANCE
(This section need not be Completed if the permit
I s for one hundred dollars ($109) or iess(
0 I certify that in the performance of the work for
whiCh this perm it is issued. I shall not employ any
3 person in any manner so as to become subject to
the Workers Compensation Laws of California
NOTICE TO APPLICANT If, after making this Certi
ficate of Exemption, you should become subject to
fhe Workers' Compensation provisions of the Labor
Code, you must forthwith Comply with such
provisions or this permit shall be deemed revoked
Ui C z Ui —J
I hereby affirm that there is a Construction
iending agency to, the perfoirr,ance 01 the work to,
which this permit is issued Sec 3097, Civil Code)
Lender's Name_
Lender's Address
USE BALL POINT PEN ANIY & PRESS I4ARfl APPI ICiAFJT TA MI u IM .PJrADMATIrMd WiTuuid CUAr5F ADA APJfl rsc,'i ADATIflM
- CARLSBAD BUILDING DEPARTMENT ,
1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525 APPLICATION & PERMIT
JOB ADDRESS ' AV, ST. RD. NEAREST GROSS ST.
I8 P/ô
DAFEF APPLICATION BUSfN LICENSE a VALUATION
ZONE
PERMIT NUMBER
/ T 81,0 K I BOIVIS: N ASSESSOR PARCEL NO , CONTRACTOR CONTRACTORS PHONE
733 OVOINER'S NAME
-
OWNER'S PHONE
I CONTRACTOR'S ADDRESS
96 p
LICENSE NO
33 5 .5
PLAN I.D. # BLDG USE CODE
OWNS M AI LING ADDRESS
DESIGNER
DESCRIPTION OF WORK DESIGNER'S A D
f
RESS
LICENSE a STANDARD PLAN # BUILDING SO. FOOTAGE
DESIGNER'S PHONE
' 3ID7
Not Valid Unless Machine Certified
-
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- (I
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F/P FLRELEV,
eD ND
NO
STORIES
TGP EDU I
CENSUS TRACT
- -
TI OP LAND USE
I
PARK NC P/CE
£1
RES UNITS
/
GRADING PERMIT ISSUED
V 0 N 0
REDEVELOPMENT
AREA
fl N AJ
0CC LOAD FIRE SPR
Y E]
QTY. PLUMBING PERMIT - ISSUE QTY. MECHANICAL PERMIT - ISSUE 5'.._ SUMMARY/ACCOUNT NUMBER
EACH FIXTURE TRAP t INSTALL FURN. DUCTS UP TO 100,000 BTU IfL BUILDING PERMIT 01-00-00-8220 9Cc2D, tb4':
EACH BUILDING SEWER t' .1J OVER 100,000 BTU ' ' - SIGN PERMIT 01-00-00-8221 ___ -
EACH WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO3HP PLAN CHECK 01-00-00-8806 Z.,,t.7e_, ilcr4
EACH GAS SYSTEM 1 TO 4 OUTLETS BOILER/COMPRESSOR 3.15 HP - TOTAL PLUMBING 01-00-00-8222
EACH GAS SYSTEM 5 OR MORE - METAL FIREPLACE -
- . - ELECTRICAL 01-00-00-8223 '
EACH INSTAL.. ALTER, REPAIR WATER PIPE
- , VENT FAN SINGLE DUCT MECHANICAL 0100-00'8224 -
- EACH VACUUM BREAKER - MECH EXHAUST - HOOD/DUCTS - MOBILEHOME 01-00-OQ-8225
WATER SOFTNER r
' RELOCATION OF EA FURNACE/HEATER - MOBILEHOME PARK INSP
EACH ROOF DRAIN (INSIDE) . SOLAR 01-00-00-8226
TOTAL MECHANICAL STRONG MOTION 80-92-33-0519 "TOTAL PLUMBING FIRE SPRINKLERS .01-00-00-8227
QTY. ELECTRICAL PERMIT - ISSUE QTY. SOLAR - ISSUE PUBLIC FACILITIES FEE 32-00-00-8933
j 2-1 1.etf-
BRIDGE FEE
-
NEW CDNST EA AMP/Sill COLLECTORS SCHOOL FEE - DISTRICT
- 1 PH 3 PH STORAGE TANKS . . Carlsbad 80-92-21-0519
EXIST BLDG EA AMP/SWT/BKR ROCK STORAGE - Encinitas 80-9222-0519
1' PH , 3 PH . PUMP San Dieguito 80-92-23-0519
RE MODE LJALTCR •PER CIRCUIT PLAN CHECK FEE - San Marcos 80-9224-0519
TEMP POLE .200 AMPS
- OVER 200 AMPS, ' - LICENSE TAX 01-00-00-8162
TEMP OCCUPANCY (30 DAYS)
CREDIT DEPOSIT OJ
TOTAL ELECTRICAL
-. -
TOTAL SOLAR TOTAL FEES PAYABLE ]
I HAVE CAREFULLY EXAMINED THE COMPLETED APPLICATION AND PERMIT AND DO HEREBY Euiraf on Every pa ml issued by the Building Olf cal unde flrep 0 S onriofl5 S * AN OSHA PERMIT IS REQUIRED FOR EXCAVATNS OVER CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire bylimitationd become null a dod U the bui ldingauthorized by such permit is not commenced within 180 days from the da 5'0 'DEEP AND DEMOLITION OR CONSTRUCTN OF DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS permit, or II the building or Work authorized by such permit is suspended or STRUCTURES OVER 3 STORIES IN HEIGHT ISSUIED TO COMPLY WITH ALL CITY COUNIY AND STATE LAWS GOVERNING BUILDING CON abandoned 01 any time after the work is commenced for a period of 180 days STRUCTION, WHETHER SPECIFIED HEREIN DR NOT I ALSO AGREE TO SAVE INDEMNIFY AND , APPRO ED BY 'KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND APP1CANT S SIGNATURE , OWNER fl CONTRACTOR 0
EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE 7 GRANTING OF THIS PERMIT ( BY PHONE 0 i
TYPE DATE INSPECTOR
BUILDING
FOUNDATION
REINFORCED STEEL
MASONRY
GUNITE OR GROUT
FLOOR & CEILING SUB FRAME
SHEATHING ROOF SHAR
FRAME
EXTERIOR LATH
INSULATION 4pB4
INTERIOR LATH & DRYWALL .4• _________
vi
PLUMBING
SEWER AND BL/CO EJIPUCO I
UNDERGROUND DWASTE LJ4VATER
TOP OUT l WASTE 1A WTER 4.4.&f
TUB AND SHOWER PAN I
GAS TEST
0 WATER HEATER 0 SOLAR WTER
ELECTRICAL
0 ELECTRIC UNDERGROUND ' JFFEF
ROUGH ELECTRIC rtrt(
0 ELECTRIC SERVICE D TEMPORARY,
0 BONDING D POOL
MECHANICAL
0 DUCT & PLEM., 0 REF. PIPftJG
HEAT - AIR COND. SYSTEMS I
VENTILATING SYSTEMS
CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE
ITEMS ABOVE HAVE BEEN APPROVED
FINAL
PLUMBING V
ELECTRICAL . V
MECHANICAL
GAS
BUILDING
SPECIAL CONDITIONS
FIELD INSPECTION RECORD
REQUIRED SPECIAL INSPECTIONS. . INSPECTORS NOTES -
INSPECTION REQ. IF
CHECKED
INSPECTORS
APPROVAL DATE
V V
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP .
. *'•V
. .
STRUCTURAL CONCRETE
OVER 2000 PSI
PRESTRESSED
CONCRETE
POST TENSIONED
CONCRETE V
...
V
FtELD WELDING
HIGH STRENGTH
BOLTS
SPECIAL MASONRY
PILES CAISSONS
APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM.
CITY OF CARLSBAD 1,o s %(
ENGINEERING DEPARTMENT 0
438.5541 • / -
FOR APPLICANT TO FILL IN ISSUED BY
DATE ISSUED
BUILDING
ADDRESS I - VALIDATION (-I •.l
OWNER - 1
MAILING ADDRESS
LATERAL CHARGE COMPUTATION
CONTRACTOR ' STANDARD 4" (Max. H. 30', V. 10')
OVER 30H.-@L-FT. /
CONTRACTOR'S
. &'. f+OVER10'V.-@- FT.
- . I ADDRESS STANDARD 6" (Max. H. 30', V. 10')
OVER 30' H. ______ _______ FT.
OVER 10'V.-@- FT.___________________
TOTAL CONSTRUCTION COST
NEW BUILDING " EXISTING BUILDING .
LEGAL DESCRIPTION -' . L'l (4 r 'P ,-744
SERVICE CHARGE (REPAVING ETC.)
TOTAL LATERAL CHARGE
REMARKS: -- LINE COST DATA"
ASSESSMENT DIST. NO.
FRONTAGE ________COST PER FT. _______TOTAL_______
OTHER /
I
- -
LATERAL LOCATION CONNECTION FEE
(0 NO. UNITS COST PER UNIT- TOTAl
11 LATERAL NO
ST.
INSTALLATION DATE
PUMP STATION FEES
NO. UNITS -COST COST PER UNIT TOTAL_______
/
TOTAL CHARGES (LATERAL ETC.)
WHITE: Engineering GREEN: Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter
0 w1% 91
l~o%i I
ESGIL CORPORATION
01
CIII*4APEAKE 1)IL SUITE 122
-AN DIE((), Cl, 92128
(619) OO-1iflM
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41 61 3 z5 1 9r1
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E A LICANT COPY
COPY
PLAN CHECKER COPY
Citp at QCartbab 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
and approximate finish floor elevations
for all structures and show elevations at
all corners. Sec. 302(b)7.
Indicate distance from center-line of Street
or alley to property line and distance from
curh to property line. Sec. 302(b(7 JURISDICTION: DATE
Plans, specifications and calculations shall
State licensed PROJECT ADDRESS:
TO:
be signed by a California
engineer or architect. (California Business and Professions Code)
PLAN CORRECTION SHEEP
SINGLE FAMILY AND DUPLEX DWELLINGS
Plan Check No. '.3 "6 -
r:.ire plans received by jurisdiction
Date plans received by plan checker 7Z'é /f/2z
Date initial plan check completed by______
FOREWORD: PLEASE READ Tel. (619) 560t 46 l9
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
conservation, noise attenuation and access for
the handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections
based on laws and ordinances enforced by the
Planning Department, Engineering Department
or other departments.
The items circled below need clarification,
modification or change. All circled items have
to be satisfied before the plans will be in
conformance with the cited codes and regulations.
Per Sec. 303 (c), 1979 Uniform Building Code,
the approval of the plans does not permit the
violation of any state, county or city law.
A PLANS
; Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have
been returned to you b the jurisdiction.
to:
2. To facilitate rechecking, please identify,
next to each circled item, the sheet of
the plans upon which each correction on
this sheet has been made and return this
check sheet with the revised plans.
/ indicate on plans the name of the legal
/ owner and name of person responsible for
the preparation of the plans. Sec. 302(b)
A Z?
1.17 04/
0. PIRF PROTECTION
Walls closer than 3 feet to property lines
shall be one-hour fire-rated construction,
have no openings, and shall have 30 inch
parapets when the building floor area exceeds
1,000 square feet on any floor. (Table 5-A
Sec. 1709(a)
Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and
Sec. 504(b)
Projections, including eaves, shall be one-
hour fire-resistive construction, heavy
timber or of ncn-combustible material if
they project into the 3 setback area from
the property line. Sec. 1710
1_ Show location of permanently wired smoke " dot.ctor. Sec. 1210
C. ROOM SIZES, LIGHT, VENTILATIONS AND GLAZING
One room must contain a minimum of 150 square
feet of superficial floor area. Sec. 1207(b)
Uabitable roams, other than kitchens, shall
contain at least 70 square feet of floor
area. Sec. 1207(b)
Window area must be at least 1/10 of the / floor area and a minimum of 10 square feet
per Sec. 1207)a. Appears to be deficient in
Openable window area must be 1/20 of the floor area and a minimum of 5 square feet.
In bathrooms, laundry rooms and similar
rooms. Minimum is 1.5 sq.ft. (Sec.1205(a)
Y One-half of all required window area must
-' be openable in
Provide mechanical ventilation capable of
providing five air changes per hour in
bathrooms, water closet compartments, laundry
rooms and similar rooms if required windows
are not provided. Sec. 1205(a)
No habitable room, other than a kitchen, ' shall be less than 7'O" in any dimension.
Sec. 1207(c)
3,è Show that ceiling height for habitable 7 rooms is a minimum of 7'6". Sec. 1207(a)
Ik
X_3how ceiling height for laundry rooms,allways,corridors, and bathrooms isa minimum of 7'0'. Sec. 1207(a)
Provide 30" clear width for water closet
' compartments and 24" clearance in front
of water closet. Sec. 1711(b)
No cooking room shall be used for sleeping
purposes, unless complying as an efficiency living unit. Sec. 1208
Specify safety glazing for glazing in hazardous
f locations such as glass doors, glazing
adjacent to such doors and glazing adjacent
to walking surfaces. Sec. 5406
Z' Glazing in shower and tub enclosures
(including windows) shall be tempered,
laminated or approved plastic.
Sec. 1711 (f)g)
Sleeping rooms shall have a window or
exterior door for emergency exit. Sill
height shall not exceed 44" above the floor.
The window must have an openable area of
at least 5.7 square feet with the minimum
openable width 20" and the minimum openable
height 24". Sec. 1204
eaves and cornices may not project into
a required yard more than 2 inches for each
foot of yard width if required windows
open into the yard. Sec. 1206(d)
4 '5A mezzanine is an intermediate floor and
may not have a floor area exceeding 33 1/3
percent of the total floor area in the room
below, and the mezzanine floor must have
a clear height of 7 feet, above and below, and
must have 65% of the long side open to the
room below.
The loft you show does not comply as a
mezzanine floor and is, by Building Code
definition, a story__________________________
Floors above the second story shall have
not less than 2 exits. Sec. 3302(a)
Required exit doorways shall be not less
than 36' in width and not less than 6'-8-in height, and shall be capable of opening
at least 90 degrees. Sec. 3303(e)
Provide 36" high protective railing for
porches, balconies, and open sides of landings.
Maximum opening between railings shall be
less than 9". Sec. 1716
Show hew guardrail connection details are
adequate to support 20 pounds per lineal
foot at a right angle to the top rail.
Table 23-B
Provide stairway and landing details.
Sec. 3305(b) & (c)
a. Maximum rise 8" and minimum run is 9'.
b. Minimum head room is 6'-6".
c. Minimum width is 30"
5-fl) R—
! !
AAA ' KJ -:5 17- " 'rtl (Sr 4 C SOC ~ -71
OUL..D S
Handrails shall satisfy the following:
Provide handrail for stairways over 30"
high when serving a single dwelling.
Title 24, Sec. T25-22(b(
Handrail shall, be 30' to 34" above the
nosing of treads. Sec. 3305(j)
Handrail projecting from a wall shall
have a space not less than 1 1/2" between
the wall and the handrail. The hand grip portion of handrail shall
be not less thin 1 1/4" nor more than
2" in cross-sectional dimension.
Sec. 3305(j) (3cc attached)
)Z(Every stairway landing shall have a dimension,
measured in the direction of travel, at
least equal to the stairway width.
Sec. 3305(g)
A door may open over a stairway landing
provided the door, in any position, does
not reduce the clear area of the landing,
in the direction of stairway travel, to
less than one-half the required width of
the stairway. Sec. 3305(g)
door may open inward at the top step of
a stairway provided the top step is not
more than 7 1/2' lcwer than the floor level.
Sec. 3303(i(2
y?'Provide details of 'winding stairway.
Minimum tread is 6 inches at any point
and minimum 9 inches at a point 12 inches
from the side of the stairway.
Maximum rise is 9 inches.
Minimum width is 30 inches. Sec. 3305(d)
(see attached)
('Provide spiral stairway details:
Minimum run is 7 1/2 inches at a point
from where the tread is the narrowest.
Maximum rise is 3 1/2 inches.
Minimum headroom is 6 feet 6 inches.
Sec. 3305(f)
(see attached)
sfr'{Sprial stairways ma', not be used for required
/ exits when the area served is greater than 400 sq. ft. Sec. 3305(f)
5/Spiral stairways must have a clear walking
space of 26 inches between the column and
handrail. Sec. 3305(f)
' ,a{Provide I.C.8.0. Re&search Report and Humber
for metal stairway, or submit plans and
calculations and approved fabricator
registered with the Building Department
or note that the stairway fabrication shall
be done under special inspection per the
approved fabrication plans. Sec. 306(a)4B
and Sec. 306(f)
5/ tn buildings over 2 stories in height, provide
-' 3/4 hour fire-rated assemblies for all
openings in the exterior wall below or within
10 feet horizontally of an exterior stair-
way. An exit balcony with 2 separated
stairways is exempt. Sec. 3305
ft'( Exterior stairways shall not project into
the 3 foot setback from the property Lines.
Sec. 3305(n)
L. The walls and soffits of the enclosed useable space under interior stairs shall be protected
on the enclosed side as required for one-hour
fire-resistive construction. Sec. 3305(m)
5/Minimum construction specifications shall
be made a part of the approved plans.
(See attached)
E. ROOFING
Specify roof pitch.
Roof pitch is not adequate for roof type
specified. Specify minimum pitch of__________
102 Show I 3/8" solid core self-closing door
for openings between garage and dwelling.
Sec. 503(d)
3. Garages are not permitted to open into
A mom used for sleeping nurooses. Sec. 1104 X4_ Openings between carport and residence
require self-closing doors and stationary
}.indows. Sec. 1214
Show garage framing section, size of header
over garage opening, lateral cross bracing
at plate line and method of bracing garage
front. Chapter 23
NOTE: Minimum plywood diaphragm ratio is
3 1/2 to 1 or 2'8". Table 24-I
Doors between dwellings and attached garages
\may swing in either direction provided
the difference in floor elevation between
o]P the dwelling and garage does not exceed
7 1/2 inches and provided the door is not s1)4LES 'lused as the primary means of egress from L) &)J the. building.
>(a) jL.B.6.O'Z,
if the difference in floor elevation exceeds
7 1/2 inches, or if the door is used as
the primary means of egress from the building,
additional steps or landing must be provided \?.c-iiU4. / in accordance .with stairway requirements.
7 Provide plastic roof panel details to show '..-' and the door must not swing over the depressed
compliance with Section 5206 or provide level. (see 3303(i)2 and 3305 (g).
Show attntilaoninim:ventar '\
).A"Provide 18 raised platforms for any FAll, ICBO number
water heater, or any other device which
area if at Least 50% of the required vent 109
Sec. 3205(c) +cX.L)
Note that is at least 3 feet above ceiling joist
prior to framing platform.
is 1/150 of attic area or 1/300 of attice may generate a flame or s a
shall be installed behind raised
06YU-r JA -----
. MASONRY FOUNDATION REQUIREMENTS
/
ProvideS fireplace construction details or
,4' Note on plans thatA soils engineer shall
note construction to be per attached fireplace evaluate any unanticipated uncompacted fill
standard drawing. Sec. 3707 or expansive soil or other soil problems
y roof material and application'O
7 . Specify I.C.B.O. approval number for rf
materials not covered in UBC.
Specify roof slope for drainage or desigh
to support accumulated water. Sec. 3207(
Show roof drains and overflows. Sec. 320
Provide skylight details to show coaplian
with Sections 3401 and 5207 or provide IC
approval number.
Ji. Show veneer support and connections comply
with Sec. 3002, 4,5,6, and Sec. 2516(a)
regarding ties and *9 wire in horizontal
joints or note construction to be per attached
sheets 30-1 or 30-2.
Show height and construction details of
all masonry walls. Chapter 24
/9. Note that cleanout openings shall beprovided
f at the bottom of all cells to be grout filled
over 4' in a single pour. Cleanout shall
be sealed before grouting, after inspection.
em 2415
Show floor and roof connections to masonry
walls. Connection shall resist 200 pounds
per lineal foot or the actual design Load,
whichever is.greater. Sec. 2310
Provide material specifications for mortar,
grout, masonry and reinforcing steel.
Sec. 2403
Show how masonry house walla retaining earth
are to be waterproofed. Provide detail.
Note that special inspection of the masonry
will be required for_________________________
G. GARAGE AND CARPORTS
7l94Garage requires one-hour fire protection
,' on the garage side of walls and ceilings
Jommon to the dwelling. Table 5-8 Sec.503(b)
19.(.A1l elements supporting floor above garage
/ to have one-hour fire-resistive protection
on the garage side. Sec. 503. Beams and
posts, not within the wall or ceiling con-
struction, must comply with IJBC, Table 43-A,
or be minimum 6" dimension beam and minimum
8' by 8" post.
N N VJaQf\QAACP
., \\ \ '\ 40
disclosed during construct on. ec.Jubta,L.
12 Submit soils classification determination
by a licensed engineer or architect based on observation, tests, borings, or excavations
and containing comments on the degree of
exoansiveness value. Sec. ,compressibility and bea in
2905
Note on the plan the soils classification,
whether or not the soil is expansive, and
note the allowable bearing value. Sec. 2905
7( The foundation plan does not comply with
the soil report recommendation for this
project
Provide notes on the foundation plan listing
f the soils report recommendations for foundations.
slab and building pad preparation.
Note on the foundation plan that Prior
to the Contractor requesting a Building
Department foundation inspection, the
soils engineer shall advise the Building
Official in writing that:
the building pad was prepared in accor-
dance with the soils report:
the utility trenches have been properly
backfilled and compacted, and:
the foundation excavations, forming
and reinforcement comply with the soils
report and approved plan.'
l.B( Provide spread footings for concentrated
..' loads designed for 1,000 PSF soil bearing
or per bearing value as determined by
an engineer or architect. Chapter 29
I /Show height of all foundation walls. Chapter 23 , Mote cross bridging or blocking. Floor
joists and rafters more than 12" in depth 7. Show height of retained earth on all foundation and spanning more than 8 feet shall be walls. Chapter 23 supported laterally by bridging at intervals
11 Show distance of foundation to edge of not exceeding 8 feet. Sec. 2506(g) I cut or fill slopes and show steepness and Show blocking at ends and at supports / heights of cuts and fills. Chapter 29 of floor joists, and for rafters at exterior 7 I6'
/
Mote on plans that wood shall be 6' above finish grade. Sec. 2417(c) 7.
,fr1
walls. Sec. 2506(g)
Show solid blocking at ridge line and
Note on plans that surface water will drain at exterior walls on trussed roofs. / ,away
/and
from building and show drainage pattern
key elevations. Sec. 2905(f)
111W.
Sec. 2506(g)
Show double joists. Floor joists shall
Dimension foundation per Table 29A. be doubled under bearing partitions running
parallel with the joists. Sec. 2518(d) 5
Show rafter ties. Rafter ties shall be TABLENO.29.A—FOUNOAT1ONSFORSTUDBEARING 7'. spaced not more than 4 feet on center WALLS—MINIMUM REQUIREMENTS where rafters and ceiling joists are not
ara11eI Sec 218(h)
Show rafter purlin braces to be not less
than 45 decrees to the horizontal. Sec. 25l8)z)
,1' Show 1/2" minimum clearance between top
plate of interior partitions and bottom
chord of trusses. (To ensure loading
will be as designed.)
Show double top plate with minimum 48'
/
lap splice. Sec. 2518(g)4
Show nailing will be in compliance with Table 25-P.
NOTES: Provide fire stops between stories, between
top story and roof space, at ceilings "There unusual condition:; or frost conditions are found. footings and and floor levels in interior and exterior foundations shall be as required in Section 2907 jai. walls, in mansard roof or eyebrow so no The ground under the floor may be excavated to the elevation of th concealed or furred space is greeter than top of the footing. 10' horizontally or vertically, between
stair stringers at top and bottom and
1/Show foundation sills to be pressure treated, between studs along and in line with
at perimeter of sliding door pockets,
equal. Sec. 2517(c) 3. stair run adjoining stud walls and partitions, or
Show foundation bolt size and spacing. between chimney and wood frame using metal
)/
Sec. 2907(e) or incombustibles for the fire stop and
Specify size, ZCBO number and manufacturer at other places that could afford passage
of power driven pins. Show edge and end of flame. Sec. 2517(f)
distance and spacing. Sec. 306(f) I Show stud size and spacing. Maximum allow-
'Show size, imbedment and location of hold able stud heights: 2"x4"8 16" is 14';
down anchors on foundation plan. Sec. 2312(f) ,/3c4&2X68 16"o.c. is 20'. Sec. 2518(g)2
13 . Note on plan that hold down anchors must . Note
for
an A.I.T.0
lued laminated wood members shall
. Certificate of Compliance
be tied in place prior to foundation inspection, ec. 2312(f) be given to the Building Inspector prior
to erection. Sec. 306(f) Show adequate footings under all shear
walls. Sec. 2311(e) . Detail all post to beam and post to footing
connections. Sec. 2517(c) 4 Show stepped footings for slopes steeper
than 1:10. Sec. 2907(c) )/5. Specify nail size and spacing for all
shear walls, floor and roof diaphragms. Show minimum 18" clearance from grade to Indicate required blocking. Maintain bottom of floor joists and minimum 12" maximum diaphragm dimension ratios. clearance to bottom of girders. Sec
Show pier size, spacing and depth into
25l7
Show 3"x4" or 2"x6" studs in first story undisturbed soil. Table 29-A of three story building. Sec. 2518(f)
. / (Tables I,J,K).
).P( Sho minimum under floor access of 18"x 24 17 -Provide truss details and truss calculations. c 2517
178. Provide roof framing plan. Sec. 302(a)7
1/2 sq. ft. for each 25 lineal feet 179. Provide framing sections through____________
14 Show minimum under floor ventilation equal
of exterior foundation with openings as
close to corners as practicable to provide
cross ventilation on at least two approximate- Section 302(a) 7 ly opposite sides. Sec. 2517 180. Specify all header sizes for opening over
;D 4' I. FRAhIXNG
Pr vide
Sec, 2518(g) 7
1 how vide calculations for W)Pd\) 1PI() all joists, rafters, beams, and posts 2" to 4" thick to be No. 2 Grade Douglas r Fir-Larch or better. All posts and beams Section 302(a) 7 5" and thicker shall be No. 1 Grade Douglas In areas subject to water splash and in Fir-Larch or better. (Table 25-A-I)
Show wall bracing. Every exterior wood
exterior locations, wood columns and posts shall be supported by piers projecting stud wall and main cross partition shall at least 2" above the finished grade and be braced at each end and at least every shall bear on a metal base plate or treated 25 feet of length with 1x4 diagonal wood unless the columns or posts are foun- let-in brace or equivalent. Sec. 2518(g)5 dation grade redwood or cedar. Sec. 2517(c)4
DEPTH OF
FOUNDATION WIDTH THICKNESS BELOW NUMBER THICKNESS OF OF OF NATURAL OF FOUNDATION WAil. FOOTING FOOTING SURFACE STORIES (inches) (Inches) (inches) OF GROUND
AND FINISH
CONcRETE UNIT MASONRY GRADE
(IncItes)
1 6 6 12 6 12
2 8 8 15 7 18
3 10 10 18 8 24
lq/'Show location of attic access with minimun / size 22' x 30". Sec. 3205
Show draft separation for attic areas
in excess of 3,000 sq.ft. Sec. 3205
Show draft separation, for space between
/ dropped ceilings and floor above in excess
of 1,000 sq.ft. Sec. 2517
L.(. Specify plywood grade and panel indenti-
,/ fication index. Table 25-J
When roof pitch is less than 3:12, design ,/ ridge as a beam. Sec. 2518 (h)
y4. Show access to the attic or under floor
furnace to be minimum 30 inches by 30
inches. Sec. 708 & 709 UMC
Note that passageway to the attic furnace
shall be unobstructed and have continuous
solid flooring not Less than 24 inches
wide. Sec 708 UMC
2 4 Show permanent electrical outlet and
lighting fixture controlled by a switch
for the attic furnace. Sec. 708 UMC
Y Show details to comply with Section 709
for furnace under the floor, Section 708
for attic furnace, or Section 710 for 7 Wood shear walls shall not be used to roof or outside furnace. resist horizontal forces contributed '
,
))L' Note on plan, gas vents and non-combustible masonry in buildings over one story in piping passing through three floors or height. Sec. 2516(b) Less shall be effectively draft stopped
/
Gypsum lath and plaster, gypsum sheathing at each floor or ceiling. USC Sec. 1706(a)6 board and gypsum wallboard shall not be
used in vertical diaphragms to resist K. ELECTRICAL (National Electrical Code) forces imposed by masonry or concrete All wiring shall comply with the National Electrical construction. Table 47-I C . /1 0-
If cripple wall studs are less than 14",,,( Note on the plan the amperage of electrical framing shall be solid blocking. Sec.25g service. Cripple wall studs exceeding 4 feet in . If the electrical installation is more height shall be 3 inch by 4 inch or 2 an 200 amperes, show panel location inches by 6 inches when supporting 2 stories, and orovide a single line diagram and Sec. 2518)g)6 load'calculatjons including:
/ Show plywood sheathing over exposed eaves,
b. Sizes of all conductors, switches.
a. Wiring method employed.
or other weather exposed areas, is exterior
circuit breakers, fuses, and conduits. grade. Sec. 2517(g) C. Approximate length of service feeders. Show a weep screed at the foundation plate d. Provide plot plan showing services, line on all exterior stud walls to be all panel locations, circuit arrangement stuccoed. Sec. 4706(e) and load distribution on panel busses.
Provide an approved waterproof building e. Provide typical panel schedule(s).
/
paper under wood siding. Sec. 1701(a) E22i) Dwellings require minimum 100 amp service.
openings and parapet walls. Sec. 3208 22
Specify an approved flashing for exterior Show location of all electrical receptacles.
Electrical receptacle locations and/or
spacing is not adequate in L PU 7 Show corridor width to be minimum 36". J) )i4 )3T Sec. 3304(b)
Specify truss layout for 30" x 30" attic 22 At least one receptacle shall be installed X access,
outdoors, in basements and attached garages, Ridges, hips, and valleys shall be at P other than laundry outlets. Art. 210-25(b) least one size larger than supported 22 Show minimum dwelling lighting (NEC /rafters. Sec. 2518(h) 3 Art. 210-26(a) andclqgQ igre baths Provide metal straps across ridge beam and outdoors. 'EEC Art. 2and rafters.
J.MECHANICAL
Note 'UFER" ground to be provid,.-4 'EC(.
Art. 250-81
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
Mechanical Code.
I.. Show the size, location and type of all — PLUMBING (Uniform Plumbing Code)
heating and cooling appliances or systems. All plumbing shall comply with the Unifrom
Show source of combustion air for furnace Plumbing Code.
will comply with Chaper 6, U.M.C.
,,
3z(. Show water heater size, type and
location on plans. Every dwelling unit shall be provided with
Show method of providing combustion air
ing a room temperature of 70 F. at 3
heating facilities capable o maintain-
to fuel burning water heater. Sec. 1307 t
feet above the floor in all habitable
rooms. Show basis for compliance. USC ,e1 combustion water heater shall not be
installed in bath or bedroom or in a closet Sec. 1211 opening into bath or bedroom. Sec. 1309
Show minimum 30" deep unobstructed working Provide adequate barrier to protect water space in front of furnace, heater from vehicle damage. Sec. 13'10
Note on plans.clearances to be per manufac- Show P and P valve on water heater and turers listing. Sec. 704 UMC show route of discharge line to exterior
Furnace shall not be installed under any Sec. 1007(e)
stairway. Sec. 704 UMC
, Provide dryer vent to outside. UMC
)9' Furnace shall not be installed in any Sec. 1903
Note on the plan that hose bibbs and lawn space with access only through such room,
bedroom, bathroom, closet, or in confined
sprinkler systems shall have approved unless specified as direct vent appliance,
2A4'-"'Shower
prevention devices. Sec. 1003 enclosed furnace or electric heating appliance.
Shower stall shall accomodate a 30"cjrcle Sec, 704 UMC
,, and have a minimum floor area of 900 sq.in. Show ICSO approval for prefab fireplace UPC 909(d) and provide approved installation instructions
at job site.
9.
0
4
Provide
Note 28 Note t he exterior wall fire lac
irøplace to have minimum six square inches of outside air; to have glass
or metal door covering the entire opening of the firebox; to have tight-fitting
damper with readily accessible control
and should not have a continuous burning
pilot light".
2 - Note ducts shall comply with Chapter 10, 1976 WIC and shall be tightly sealed with mastic or tape.
28 . tar atTton water he or to ave wrap of R- 2 external
. where water heater is in unconditioned L t first five feet of outlet have R-3 wrap.
Nato all circulating hot water pip.s in unconditioned spaces shall be insulated. VLQS insulation —. -------
to acni.ve s•rc of so ewe.n garnge and jre. Mote that all gas fired heating and living area if garage use is not controlled P cooling appliances, showers and faucets by resident Title 25. shall comply with the Energy Efficiency
Standards. I. ENERGY CONSERVATION: Plea.. Read 287 ow. at bath nd kitchen, that the
/ MOtSE ZNStjZTtON (DUPLEXES)
Show i.ta&LS of duplex rooman(party) walls
/ and fesiLinq assamaLies to sonieva
i Sound 7ranamLSSLOn 2.i*S 0C
ifl 'dglt.i of 50 dec,bh,1 and in tmpact (nouiatiofl 11435 (CLL( rating on ilouc
ceiling of 50 U..cibtcs. Title 25
Show now penetration of asaemDii.5 for
/ piping. electrical devices. recessed cabinets.
acntus. soffits. or a..cing ventilating.
or exhaust ducts small be s.al.d. lined.
or insulated to maintain required sound
transmission racing. Title 25
7 - --S -- - I I - -- COL LA.— inn
New State Mandated Regulation. ' ng shall have an efficiency (Calif. Admin. Code) became effective of net less than 25 lumens per watt June 16. 1983 and require that the design satisfy one of the alternative i.e. florescent.
timt heating or cooling systems .)t energy packages (see attached packages loxcopt heat pumps) shall have an euto..tit" A. B, C. 1, 2. 3. 4 and AS 163). The thermostat with mechanism which can be law also requires that many mandatory manually programmed to automatically conswrvatl,on items be satisfied. Cn12Ltl,A13 in Zone -7 set back the thermostat set points for , at least two period. within 24 hours. Copies of the Residential Energy 84Show the size, type and location of Conservation Manual may be obtained the space 'tteatinq (or cooling) system from: Publications Unit, California and provide energy calculation, it the Energy Comaission, 1111 How* Ave. MS-50. output STU/Hr. exceeds 45,000 aTU/Er. Sacramento, California 95825, (Tel. (916) 920-6216)). California Building Officials also maintain a telephone
"hocline" between 10:00 A.M.A. and Noon Show ask, and .00.9 for PAU nd ter he. as are List. (,9,2.. T)O11? are an State approv ed and 1:00 P.M. to 4:00 P.M. at (916)
. 456-3823. Outdoor pools &cn fossil fuel heaters require poo' covers as well as eaner energy the plans, saving devices sucn as time ciocas, etc. the a .rnacave energy package that '20-i06 was selected i.e. A. B. C. 1. 2, 3, 4, or AS 163 to show compliance, and 0. MISCELLANEOUS provide calculations and other data.
. show a minimum 2 air space and flashing appropriate to that selected package, between planter and building walls. The responsiblecdershoi Sec. 2517(e) a statement, on t e 1teiheet, )8 'Specify material to be used under the "'ihe design submitted substantially shower tile. Sec. 1707(a) conforms to the Energy Regulation. for Residential Buildings". 3. Specify lath and plaster to comply with he "R value or the wal c ing and related as. are /4coprpis pemust7 instal ed e l
L cj
ci
) that the insulation used from water heater Location to convenient comply with California Quality Stssrds.ftj location of future solar panels (City Ord,).-
ate heinslaojtalrsh Proilè'is i;;iTT;TTr pas a signed certificate, in a conspicioias two future 3/4' copper pipes to cunvenient
location of future solar panels (City Ord.) place in the building, stating the insulation complies with Title 24, Chapter Note that solar water oioing is to be insulated 2-53 and Title 20, Chapter 2. Subchapter in areas that are not heated or cooled. 4. Article 3. (City Ord.(
Note doors and windows, including skylight.,
between conditioned and non-conditioned
G-5 Not n the framin p a that weather-
space shall be fully weatherstripped.
be used to limit filtration in the
stripping, cau king or sealants must
building envelope at the following locations:
Exterior joints around window, and door
frames; between wall sole plates and floor., and u..tween exterior wail panels;
penetrations in walls. ceilings, and
floors for plumbing, electricity, and
gas lines; opunings in attic floors;
and all other openings in the building
enve lopt.i.
Note that doors and window. to be certified
and labeled as complying with the Energy
Regulations. P Note fans exhausting air to have hack
draft dampers.
4; jr -
[
o Building plans are substantially correct and complete.
By:
Date:
CJ Building plans would be substantially correct and complete is miner corrections are made
at counter.
By:
Date:
uilding plans require major corrections and
complete plan recheck, by plan check engineer, is required.
By:
Date:
If you have any questions regarding
this Ian check, pleas* call at(4 19 ) C0O 1 4 _________
-
We would also be pleased to meet with you, at no charge, if additional a..istance is needed.
DEVELOPMENTAL
SERVICES
BUILDING DEPARTMENT
1200 ELM AVENUE
CARLSBAD, CA 92008•1989
(619) 438•5525
THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OFYOUR PLANS
Site Address
Legal Description
Assessors Parcel Number
Quantity of Grading in cubic yards
Contact Person - Name and Phone Number
Designed for compliance with the following codes: 1979 UBC, 1981 NEC, 1976 UMC
Number of bedrooms per unit or plan
Number of stories
Type of Construction
Sprinklered or not Sprinklered
Show any Planning Commission or City Council Action on this Property, ie:
Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change, Planned
Development, Redevelopment Permit, Specific Plan, Site Development Plan.
Number of parking spaces: Regular, Compact, Handicap
Area of Building: Office, Warehouse, Commercial/Industrial Shell, Dwelling Unit,
Garage. In multi-level buildings show areas on each level.
Landscape Plans are required if there are more than four residential units
or if plans are commercial or industrial.
cd 102683
Date: /Q/0/52 Jurisdiction______________
Prepared by Bldg. Dept.
VALUATION AND PLAN CHECK FEE (3 Esgil
PLAN CHECK NO.83-5-/h
BUILDING ADDRESS -/3&o
APPLICANT/CONTACT 2m/?5 -'7 PHONE NO. 70'7- 3773
BUILDING OCCUPANCY 10-3 "h" DESIGNER PHONE_____________
TYPE OF CONSTRUCTION J'A/ CONTRACTOR PHONE___________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
Air Conditioning
-
Commercial 2.80
Residential 2.40
Res. or Comm.
Fire Sprinklers 1.50
Total Value / 2/
Fee Adjusted To Reflect 0 Energy Regulat'iNy"(Fee x 1.1)
0 Handicapped Reg1'tns (Fee x 1.065)
Building Permit Fee
Plan Check F e e $ $
COM M E N T S :
8/4/82
DEVELOPMENTAL
SERVICES
1200 ELM AVENUE
CARLSBAD, CALIFORNIA 92008
O Assistant City Manager
(714) 438-5598
Building Department (714) 438-5525 CRP .of (Cartbab
Engineering Department
(714) 438.5541
Housing & Redevelopment Department
(714)438-5611
- -- ------------------- ----- , RLSIULNFIAL VI34(714) 438-5591 JATIONCHART EFFECTIVE 7/1/83
1fr
SFD DETACHED __/937__x $52.00
APARTMENT HOUSES & ATTACHED SFD __x 41.00
GARAGE AREA _______x 12.00
CARPORT x 7.00
COVERED PORCH 475
COVERED PATIO x 4.75_
BALCONIES/STAIRS/DECKS x 8.00
a.
FIRE SPRINKLERS_____________________________
RETAINING WALLS _x
POOLS x
SPAS x
AIR CONDITIONING __x
MOBILE OR MODULAR ON S.F.LOT
(1/2 of BLDG. PER FT)x
1.50
9.25
20.00
- $4,200.00
2.40
TOTAL VALUATION /OTh'17'
PLAN CHECK FEE (65% OF BUILDING PERMIT FEE)
/—
PLAN CHECK NUMBER________________
PLANNING:
SCHOOL FEES: SAN DIEGUITO
CARLSBAD_____________________
% COVERAGE
BUILDING HE
I FENCES/WALL
- TWO CAR GAR
DATE
ZONE:
ENCINITAS_____________________
SAN MARCOS___________
REQUIRED SETBACKS
FRONT 10
SIDE
REAR
LI Lh.J1
UJI
uJ COMMENTS:
L J cm
REDEVELOPMENT APPROVAL REQUIRED:________________________________________________ c U II uj
LANDSCAPE PLAN COMMENTS: ,) /\
ENVIRONMENTAL REQUIRED:
ADDITIONAL COMMENTS:
OK TO ISSUE: h.J1 DATE: 30K TO FINAL: DATE:
ENGINEERING LEGAL DESCRIPTION VERIFIED?__ A.P.N. CHECKED? O_
P. F. F. Ct)\_ PARK IN LIEU
R.O.W: IMPROVEMENTS:
E.D.U:
SEWER:
- LATERAL
GRADING Lu Lu
Li < DRAINAG
EASEMENTS: 0AL, • ADDITIONAL COMMENTS:
OK TO ISSUE:
ENGINEENG INSPECTION pntiiprn
PUBLIC WORKS INSPECTOR:
FINAL OK: DATE:
IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE. ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
LI
DATE:
S
T.
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4:9
CHRIS CHRISTAKOS ENGINEERING
STRUCTURAL DESIGN
250-5 South Orange Street, Escondido, Calif. 92025 (714) 489-7139
FOR: Two Story Single Family Residence
LOCATION; 1380 Pine Ave.
Carlsbad, Ca. 92008
Parcel 3, Lot 14
Map 1744
OWNER:
JOB # JL17-83
Civ
OF C
MEMBER OF: STRUCTURAL ENGINEERS ASSOCIATION OF CALIFORNIA AND AMERICAN SOCIETY OF CIVIL ENGINEERS
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CHRISTAKOS ENGINEERING ICECHRIS
STRUCTURAL DESiGN,
250-5 South Orange Street, Escondido, Call. 92025 (774) 489-1139
SHEAR .. WALL SCHEDULE -'
lX D.F. diag;na]. sheathing ----------------------------300 #/1 (as per USC Sec. 2514 (b)*) 2 --1/2" drywall with 5d cooler nails @ 7" o.c. edge &
field (Table. 47-X USC) 1008/i.
drywall with 6d cooler nails @ 7" o.c. edge & field. (Tab3,e 47-I USC) - 1008/1
____
drywall with 5d cooler nails @ 4" o.c. edge &
- field (Table 47-I USC) - 125#/l
drywall with 6d cooler nails @ 4" o.c. edge &
-. field (Table 47-I USC) -_____ - -------•------•---'---- -. 1258/1
A-1/2 " blocked drywall with 54 coo1e nails 9'4"o.c. edge & field (Table 47-I UBC) 1508/1
&--5/8" blocked drywall with 6d cooler nails @ 4" o.c.
- edge & field (Tab].o'47-I. USc) 175811
A-7/8- stucco over paper. backed lath w/16 gauge staples
at 6" o.c. at top & bottom plates, edap of shear wall
and on field (ICBO Report No. 1823, Feb. 1977) 1808/1
--7/8" or (ICBO Report No.1318, Feb. 1973) stucco over paper backed. lath w/16 gauge staples
at 3" o.c, at too & bottom plates, edge of shear wall
and 6" o.c. on tiei (ICI30 Report No, 1823, Feb. 1977)— 3250/1
o.3/3"
or (ICBO Report No. 1318, Feb. 1973)
Structural. Zi Plywood with Cd nails @6' o.c. at edges & 12" o.c. field (Table 25K USC, - 2608/1
Structural II Plywood with Cd nails 0 4" O.C.
at edges & 12" O.C. field (Table 25K USC) - 3808/1
Structural II Plywood with 8d nails Q 3'o.c. at edges & 12'! o.c.field (Table 25K USC) 5708/1
Structural xx Plywood with Cd nails 0 2" o.ce
at edges & 12" o.c. field (Table 25K USC) 6408/1
Structural Plywood with d nails @ " 0.0. - at edges & 12"o.c. field -•
U Structural . Plywood with d.nails 0 " o.c.
at edges & 12" o.c. field
c!
Cniintv of San D iego 'IetL '1 ' -
\Department of Ptännirigand Land Use
9150 Chesapeake Drive 325 South Melrose Drive 200 ' L East Main
San Diego, CA 92123 Vista, CA 92083 El Cajon, CA 92020-
565-5920 (Zenith 1.0888) 758-6711 (Zenith 7-2001) 5794511 (Zenith 7-1398)
Project Location /939 P,,J ACIL4 . Waze of Perreittee 7/-k'#-i,4 5 E/O77
64,1. L 5 84 ° Grading Permit 'to..
This report form for a "minor" grading project is to be completed and signed by the Registered Civil Engineer (or Architect) who has been designated on the Grading Plan and Permit as the Engineer who will furnish the compaction report for work authorized by a grading permit issued by the Department of Planning and Land Us.*.
The intent of the format is to provide information to the Department of Planning and Land Use as to grading compliance with the approved Grading Plan and Permit. Where the questions below refer to Location. configuration or quantity of cut and/or fill areas, it is understood that your response will not normally be based on an actual land survey or detailed earthwork quantity calculations. It should be noted; however. that the Department is particularly concerned where there are possible infractions with respect to over-steepened slopes, encroachments of required setbacks, uncompacted fills placed, or where the quantity of fill placed differs substantially from that authorized.
The Department of Planning and Land Use requires that all fills authorized by a Grading Permit be ccrnpacted to a athimta of.--of maximum density with the exception that not more than 12" of uncompacted and untested fills may be dispersed over the land parcel. The treed to compact all fills that are beyond the present limits of the present proposed construction is to insure that future proposed construction of room additions or summing pools or similar structures will not require that unconpacted fills be removed or recocnpacted. or that extensive foundation work be installed.
Compaction reports will not be accepted unless this form is completed and signed by the registered person.
A. CcUPATI8 tLrrt WITH GLWIN PL1 AND PERMIT 5flhi44. J06.
I. was the compacted fill placed only in the approximate Locations designated on the grading 'es No— plan as areas to be filled?
Did the quantity of fill natrtal placed approximately conform to the grading plan? Yes___ No_ % Did the toe of fill or the cop of cut appear to meet the prescribed property tine setback '(es__ (1.5' for fill; 3.0' for cuts)?
Were the finished fill slopes equal to or Less than I horizontal to I vertical! Yes_ No
If the fill material was obtained by cuts an the site. were the cuts made in the proper Yes••_ No Location and to the proper slope approximately as shown on the approved grading plan?
Were brow ditches constructed approximately as shown on the grading plan? Yes No_
3. LOCATION AND AMOUNT OF C4PACTI04 TESTS
Have you attached .a sketch and data showing the location and relative elevation for all Yes k NO compaction tests?
Was a compaction test made so that there is at Least one test in each 2' thick lens of Yes N'o compacted material?
As indicated by inspections, observations arid compaction test results, was the fill, Yes ' No —excluding the top 1.01 . compacted to at least 90% of aaxL-4um dry density?
C. QUALITY OF FlU. Ca4PACTION OP!ATION
1. 1 Was the area to receive fill properly prepared in terms of brush removal, benching. Yes No_ .acting. removal of rtoncompacted fill or debris and related items?
. Was all detrznentslly expansive soil placed in the fill at 3' or more below- finish grade? (5/ 'to_
Yes" Have you attached a cory of your curve showing the relationship between optimum moisture No__, content and =ximLn density!
Was all Material—Used as fill (earth, rocks, gravel) sma1er than 1" in size! -
Yes ' 3. Are all areas of the f1L suitable far support of strictures? Na
. existing fills n the 3its rcomracze4 La accorisnce with -he provisions of the " Yas_ No riding ordinar.c.?
L
l. 3----
0. IYATISTIM DATA
I. Dates the trading work was performed-
Dates yout representative was on site and uber of hours on site for each date, and ruse of representative:
2-'/ /O, I3,i-8'/ /.pii(..(€1t3 /1(thvT,3
r.
Z.AS-auILT DATA
U0. If the fill placement was not in iccordance with the approved iriding plan, did you notify Yes the ierittee to obtain approval for deviation fros the plait before proceeding with additionai fill placement?
2. 1! the approved grading plan does not reflect the actual Lom. depth and type of f.iL. Ye have ym subsisted for review and approval an as-built plan?
aws: /1 eco - _wo / / ,2 j,/ A 4 <('-, 711V i" $_
iCec7/,v6.5 A 5 4 f/I.J/,dr1/fr? p?oi/ ,)é5/öc/
fS ell $15 41 -r "4 7Q,) ..4(. #C,' 7-0
-8 of CiS7z LIC TE 0 A- -r 71: C/? 3 £.
* / 7Z->Q ) 12"'A-A2 ibb77,thf 2 r124' /3 /8" ,r'i-
CEaTIP ICATIOII
! hereby certify, under penalty of perjury, that the 7mi4ed in is true to the best of my knowledge and belief.
Signature Lktis Data ___________ (to be ii egiscered Engineer or Archicect)
Registration or Certification i.mber C -3322 0
Address 1525 S. Escondido Blvd., Escondido, Ca.
TeLephone Nisr 619-741-0533 92025
K L Land Developaient
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REMARKS:.-
4Carlsbad Unified School District
801 Pine Avenue, Carlsbad, California 92008 729-9291 "Excellence In Education"
February 22, 1984
Mr. Clarence Schiehuber, Chairperson,
and Members of the Planning Commission
City of Carlsbad
1200 Elm Avenue
Carlsbad, CA 92008
Attn: Mr. Martin Orenyak, Building and Planning Director
Reference: Double G Investments
Gentlemen:
Our District has reviewed the proposed development of
two single family dwellings located at 1370 and 1380
Pine Street and has evaluated the impact of that project
on the facilities of this District.
The Governing Board wishes to advise the city officials
and residents of Carlsbad that, as residential units are
added to the community, it is likely that many classes in
the District will become crowded, resulting in possible
impairment to the educational and transportational services
offered to the students. It is also likely that school
schedules may have to be changed, resulting in an increase
in the year-round program, or double-sessions, or both.
BOARD OF
TRUSTEES
J. EDWARD SWITZER, JR.
President
JULIANNE L NYGAARD
Vice President
JAMES McCORMICK
Clerk
JOE ANGEL
Member
JOHN J. MAMAUX
Member
DISTRICT
ADMINISTRATION
PHILIP GRIGNON, Ed.D.
District Superintendent
SUSAN-HARUMI BENTLEY
Instructional Services
DAVID WM. BATES, SR.
Employee Relations
JAMES M. STARK
Comptroller
RICHARD A SHALER
Information Systems
K.C. DUNLAP
Facilities/Services
However, the District is able to assure you that school
physical facilities will be available concurrent with need
for this development as it is presently proposed.
Sincerely,
James Stark
1/ Comptroller
ng
I —
v /
'ARLSBAD UNIFIED SCHOOL DISTRICT
- CARLSBAD HIGH SCHOOL RECEIPT NO
05670
RECEIVED FROM ____________________ DATE
-- -
FOR aLQ
USE OF SCHOOL FACILITIES/RENTALS $ REIABUIR SE4TS $ '1
- '. -- USE OF SCHOOL BUS $ _____________ TELEPHONE COMMISSIONS $
DAMAGE TO SCHOOL PROPERTY $ _____________ INSURANCE CLAIMS $
DAMAGED OR LOST BOOKS $ ______________ REIMBURSEME'JTS $
(EMPLOYEES)
— SALE OF SURPLUS $
TOTAL
— INCOME ABATEMENT F-1
- [w
CHARGE TO ACCOUNT NO - 1- ___________ - RECEIVED ASH CHECK
RECEIVED BY
-t
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