HomeMy WebLinkAbout2632 ABEDUL ST; ; CB890198; PermitLENDER mr ~ "_ ~~ DECLARATIONS WORKER'SCOYPENSATION OWNEMUILDER II CONTMCTOR 1-
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Whlte - lnsoector Green - (1) Flnance Yellow - Assessor Pink ~ Applicant Gold -Temporary File
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REQUEST FOR INSPECTION RECORD
INSPECTOR
OWNER
ADDRESS -7L- ?z A'dkflUL
REQUESTED BY PHONE NO.
TIME:
DATE:
PERSON TAKING REPORT ,7
BUILDING
I? FOUNDATION n FOOTING SLAB
r: MASONRY
n FLOOR AND CEILING SUB FRAME
Ci REINFORCING STEEL
0 GROUT. GUNITE
0 SHEATHING D ROOF 0 SHEAR ZLR+~~R LEe
0 INSULATION
n INTERIOR LATH OR DRYWALL
0 FINAL
t I PLUMBING
0 UNDERGROUND PLUMBING
u SEWER AND PLKO
n TUB OR SHOWER PAN
0 TOP OUT PLUMBING
0 GASTEST
0 WATER HEATER
0 SOLAR WATER
0 FINAL
C J
ELECTRICAL
C1 TEMPORARY SERVICE
fl UFFER GROUND
0 ELECTRIC UNDERGROUND
fl ROUGH ELECTRIC
0 POOL BONDING
0 ELECTRIC SERVICE
0 FINAL
I MISCELLANEOUS
E CONDITIONED AIR SYSTEMS
0 SOLAR HEAT
0 PATIO
rJ POOL 0 SPA
U SIGN
0 GRADING
n DRIVEWAY
0 FINAL
SPECIAL INSTRUCTIONS
Ready For Inspection: D Monday 0 Tuesday 0 Wednesday 0 Thursday
0 A.M. 0 P.M.
Friday
~~~~~~~~~~~ " 7 "_ ~ ~-
REQUEST FOR INSPECTION RECORD
TIME:
INSPECTOR PERMIT NO. DATE
OWNER
ADDRESS
REOUESTED BY PHONE NO.
PERSON TAKING REPORT.
BUILDING
0 FOUNDATION 0 FOOTING 0 SLAB
0 REINFORCING STEEL
0 MASONRY
0 GROUT - GUNITE
0 FRAME
0 EXTERIOR LATH
0 INSULATION
0 INTERIOR LATH OR DRYWALL
0 FINAL
PLUMBING
a UNDERGROUND PLUMBING
0 SEWER AND PUCO
0 TOP OUT PLUMBING
0 TUB OR SHOWER PAN
0 GAS TEST
0 WATER HEATER
0 SOLAR WATER
0 FINAL
ELECTRICAL
0 TEMPORARY SERVICE
0 UFFER GROUND
0 ELECTRIC UNDERGROUND
0 ROUGH ELECTRIC
0 POOL BONDING
0 ELECTRIC SERVICE
0 FINAL
MISCELLANEOUS
0 CONDITIONED AIR SYSTEMS
a SOLAR HEAT
a POOL SPA
0 PATIO
0 SIGN
0 GRADING
0 DRIVEWAY
0 FINAL
SPECIAL INSTRUCTIONS
Ready for Inspection: 0 Monday III Tuesday 0 Wednesday III Thursday 0 Friday
0 A.M. 0 P.M.
-~ ~. - ~-
&itp of CarIsbab
REQUEST FOR INSPECTION RECORD
TIME:
INSPECTOR DATE:
OWNER
ADDRESS 7L 7s MflAYUL
REQUESTED BY PHONE NO. A
PERSON TAKING REPORT
BUILDING
DATION 0 FOOTING 0 SLAB
rJ REINFORCING STEEL
0 MASONRY
CI GROUT. GUNITE
n FLOOR AND CEILING SUB FRAME
SHEATHING n ROOF n SHEAR
n FRAME
0 EXTERIOR LATH
0 INSULATION
n INTERIOR LATH OR DRYWALL
0 FINAL
h PLUMBING WNDERGROUND PLUMBING 6 SEWER AND PL/CO
n TOP OUT PLUMBING
n GASTEST
U TUB OR SHOWER PAN
0 WATER HEATER
0 SOLAR WATER
0 FINAL
SPECIAL INSTRUCTIONS
ELECTRICAL
17 TEMPORARY SERViCE
n UFFER GROUND
0 ELECTRIC UNDERGROUND
fl ROUGH ELECTRIC
ci POOL BONDING
0 ELECTRIC SERVICE
rl FINAL
I MISCELLANEOUS 1
0 CONDITIONED AIR SYSTEMS
0 SOLAR HEAT
0 PATIO
0 POOL 0 SPA
n SIGN
0 GRADING
0 DRIVEWAY
n FINAL
A.P.
Ready Forlnspectlon: 0 Monday 0 Tuesday Wednesday fl Thursday 0 Friday
ESGIL CORPORATI0
9320 CHESAPEAKE DR.. SUITE E-, x\ 1 \
SAN DIEGO. CA 92123
(619) 5601468
DATE : 3\14\ 89
JURISDICTION: Ce-aL5 '3W
PLAN CHECK NO: 89-198 SET: E CUPS !-DESIGNER PROJECT ADDRESS: 2637, &r3EiXJL YI d
PROJECT NAME: lZOO5'rr)t-l ADD.
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 0 with the jurisdiction's building codes when minor deficien- cies identified are resolved and
checked by building department staff.
The plans transmitted herewith have significant deficiencies
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected plans are submitted for recheck.
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list is enclosed for the
0 identified on the enclosed check list and should be corrected
0 The applicant's copy of the check list has been sent to:
a Esgil staff did not advise the applicant contact person that plan check has been completed.
0 Esgil staff - did advise applicant that the plan check has been completed. Person contacted:
Date contacted: Telephone #
REMARKS :
By: Gbt-.SMj *\J Enclosures :OR GNL ESGIL CORPORATION
DATE : "\ I $39
JURISDICTION: CITY OF CARLSBAD
PLAN CHECK NO: 233 -19% SET: r
PROJECT ADDRESS: ZG52 &Brsd - L LTl
PROJECT NAXE : RO5-Q QDO.
FILE COPY
DESIGNER
The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien- cies- identified checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
are resolved and
W\b - ROS-7-0 t4 2637- ABEDUL sr.
Cm~ssm. G&, 9zooF3
-
Esgil staff did not advise the applicant contact person that plan check has been completed.
Esgil staff did advise applicant that the plan c eck has been completed. Person contacted: 3dL>I? GVJf 3
Date contacted: 2(21( k% CT6. Telephone $ (q\d\ 6q19851
REMARKS :
KMczmEcIIaI=
cmacrrarsw
smx,EIAuILTAm~
Date plans received by jurisdiction:
Plan chack is limited to technical requiremen-
contained in the Uniform Building Code, Uniform
Electrical Code and state laws regulating energy
handicapped. Ihs plan check is based on
consemation, noise attenuation and access for the
regulations enforced by the Building InspKtiOn
on laws and ordinances by the Plarming Wt,
Engineer- Dspartment or other de--.
present california law m~dntes that residential
construction comply with Title 24 and the folloving
model codes:
Plmbing Code, Uniform MeChDJliCal Code, NatiOMl
Department. You may have 0th- corrections based
1985 UBC (eff. 7/31/87)
1985 UPC (df. 3/30/87)
1987 NBC (eff. lOl28l87)
1985 UMC (eff. 8/28/87)
ne above regulations apply to residential
construction, regardless of the code editions
adopted by ordinance.
Tne circled items listed need clarification,
modification or cbange. A11 items have to be
with the cited codes and regulations. Per Sec.
satisfied before the plans will be in confonaance
303(c), 1985 Uniform Building Code, the appmVa1 of
the plans does not permit the violation of any
state, county or city law.
To meed UD the recheck Drocess. note on this list
lor a CODV) where each
addressed i.e.. ~lan sheet. mecification. etc. Be
correction itam has been
sure to enclose the marked w list hen vou submit
ths revised ~lans.
Date plans received by Ergil Corporation:
Date initial plan check cmpleted:
EYS
pl-e mdte all corrections on the OrigiMl tracings and submit two new sets of prints, and any original plan sets that may have been
returned to you by the jurisdiction, to:
Esgil Corporation, 9320 Chesapeake Drive, Suite 1208, San Diego, California 92123, (619) 560-1468.
de all corrections on the original tracings and submit two new sets of prints,
returned to you by the jurisdiction, to:
and any original plan sets that may have been
Ihe jurisdiction's building department.
Indicate on the Title Sheet of the plans, the nnm of the lepal mer and name of Derson responsible for &e preparation of the plb. Section 302(a)7. I 0 All sheets of plans must be signed by the person responsible for their preparation. fl (California Business and Professions Code).
Plans, specifications and calculations shall be signed by the California state licensed
preparation, for plans deviating from engineer or architect responsible for their
conventional wood framo construction. Specify expiration date of license. (California Business and Professions Code). 5%730 # specify on the Title Sheet of the plans the
project including dwelling, garage, carport, gross floor area of each element of this
patio, deck and balcony. Section 302(c).
Provide a statement on the Title Sheet of the
24 and 1985 UBC, VnC and UPC and 1987 NEC.
Submit fully dimensioned plot plan drawn to scale showing location, size, and use of all existing and proposed structures on the lot.
Indicate distance from property lines to proposed building. Section 302(c).
Show on the title sheet all structures, pools, walls, etc. included under this application. Any portion of the project rhmn on the site
permit application filed should be clearly plan that is not included with the building
identified as "not included."
clearly show if the lower level is a basemznt or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above. for story determination.
muEm!zw
Walls closer than 3 feet to property lines
openings, end shall have 30 inch parapets when shall be one-hour rated construction, have no
feet on any floor. the building floor area exceeds 1,ooO square
(Table 5-A, Section 1709 (a)).
Projections, including eaves, may not extend more than 12 inches into the 3 foot setback
windows shall be not less than 30 inches from from the property line. Eaves over required
the side and rear pro erty lines. Section 1710 and Section 504 (a! and (b).
within 8' of an exterior wall located where Plastic skylights shall not b installed
openings in such exterior wall are prohibited or required to be protected. Section 5207 (a) 7.
hour fire-resistive construction, heavy timber Projections, including eaves, shall be one-
or of noncombustible material if they project into the 3' setback area from the property line. Section 1710.
Show location of permMently wired smoke detector, centrally located in corridor or area giving access to sleeping rooms or above stair if sleeping rooms are on upper level. Section 1210.
A smoke detector shall be instfallad in the basement of dwelling units having a stairway which opens from the basement into the dwelling. Such detector shall be connected to a sounding device or other detector to provide an alarm which will be audible in the sleeping area. Section 1210.
When the valuation of a room addition exceeds
$1,000, or when sleeping rooms are created,
bedrooms per item 16 above. smoke detectors shall be provided at existing
Habitable rooms, other than kitchens, shall
At least one room shall have not less than 120 contain at least 70 square feet of floor area.
square feet of floor area. Section 1207 (b).
2#! Windov area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section 1205 (a). Appears to be deficient in
openable window area in habitable rooms must be
square feet. In baehrooms, laundry rwns and 1/20 of the floor area and a minium of 5
similar rooms 1/20 of area is re uired and minimm is 1.5 sq. ft. (Section 1205 fa)).
At least 112 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 vindovs shall not open into a roofed porch unless the ceiling height is at least 7
the porch abuts a street, yard or court. feet, the longer side is at least 65% open, and
Section 1205 (a).
Glazing, in the same wall plane as a door, mst be safety glaring if within 12" of the door and less than 60" above the valking surface, unless the glazing is leaded or
faceted glass. Section 5406 (d) 6.
Glazing in shover and tub enclosures Shall be tempered, laminated or approved plastic
shover floor). Section 5406 (d) 5. (including windovs vithin 5 feet of tub or
Sleeping rooms shall have a vindov or exterior door for emergency exit. Sill height shall not exceed 44'' above tha floor. The vindow mst have an openable aren of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204.
;J.
J
A mezzanine is an intermediate floor and may
of the total floor area in the room below. not have a floor area exceeding 33 113 percent
'Be mezznnina floor murt have a clear height of 7 feet, above and below, and mst have the
posts and protective valls or railings not long side open to the room below except for
exceeding 42'' in height. Section 1716.
The loft you shov does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1716.
~ ~~~~ .-,
Provide mechanical ventilation capable of providing five air chmges per hour in f. Floors above the second story shall have not bathrooms, water closet compartments, laundry less than 2 exits. Occupied roofs may have rooms and- similar rooms if required- openable windows are not Drovided. Section 1205 [a). one exit if such occupied-- rue less than 500 souare feet and located no higher than / .. immediatelv above the second storv. Section -
'P' be less than 7'0" in any djmension. Section No habitable room, other than a kitchen, shall
1207 (c).
A minimum of 7'6". Section 1207 (a). Shov that ceiling height for habitable rooms is
hallways, corridors, end bathrooms is a minh Show ceiling height for laundry rooms,
of 7'0". Section 1207 (a).
Dimension on the plans the 30" clear width for vater closet c-ts and 24'' clearance in front of vater closet. Section 511 (a).
Specify safety glazing for glazing in hazardous locations such as glass doors, ,glazing adjacent to such doors and glazing adJaCent to walking surfaces. Section 5406.
. Required exit doorvays shall be not less than + 36" in width and not less than 6'8" in height, and shall be capable of opening at least 90 degrees. Section 3304 (e).
Provide 36" high protective railing for porches, balconies, and open sides of stair landings. openings betveen railing shall be less than 6". Section 1711.
Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 234.
P
Provide stairway and landing details. Section
3306 (b) h (e). /' a. Hsximum rise is 7" and minimum run is 11". when the stairs serves less than 10 occupants. or serves M unoccupied roof, rise may be 8" maximum and run 9" minimum.
b. Minimum headroom is 6'6".
C. Hiniarm width is 36".
a handrails per Section 3306 (J), shall satisfy the following: / a. Provide handrail for stairways with 4 or more risers.
b. Handrail shall be 30" to 34'' above the nosing of treads.
C. The handgrip portion of handrail shall be not less than 1 114" nor more than 2" in cross-sectional dimension. .t' mery stairway landing shall have a dimension, measured in the direction of travel, at least
need not exceed 36 inches. Section 3306.(g), equal to the stdirvay width. Such dimension
3304 (I). I
4)!. A door may open inward at the top step of a stairway provided the top step is not more than 7 112" lower than the floor level. Section 1 3301 (h).
45. Provide details of winding stairway complying with Section 3306 (a):
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. Hsximrnn rise is 8 inches. / C. Minimum width is 36 inches.
Provide spiral stainfay details, per Section 3306 (f):
Spiral stairways may not be used for required exits when the area served is grmter than 400 sq. ft. Section 3306 (f).
Provide I.C.B.O. Research Report and number for metal Stairway, or submit plans and calculations and approved fabricator registered with the building department or note that the stairway fabrication plans shall be submitted to and approved by the building official prior to installation.
In buildings over 2 stories in height, provide
openings in the exterior wall below or within 3/4 hour fire-rated assemblies for all
An exit balcony with 2 separated stairdays is 10 feet horizontally of an exterior stairway.
exempt. Section 3306 (1).
+
;1!
+ in exterior walls below or within 10 feet, mured horizontally, of an exterior
assemblies having a three-fourths-hour fire stair shall be protected by self-closing fire
protection rating when the stair serves a floor level having openings in two or more floors below it. An exit balcony kith tw separated stairways is exempt. Section 3306 (1).
Exterior stairways shall not project into the 3 foot setback from the property liner. Section 3306 (n).
The walls and soffits of the enclosed usable
on the enclosed side as required for one-hour space under interior stairs shall be protected
fire-resistive construction. Section 3306
Y!
59!
i (O).
. Within units, show that corridors have a minimum width of 36 inches. Section 3305 (b).
Roopp*:
Specify roof slope.
Roof slop is not adequatc for roof typ specified. ?able 32-B; Section 3203 (h).
a. Minimum run is 7 112 inches maaswed at a point 12 inches from where the treads are the narrowest.
b. Hwh rise is 9 112 inches.
e. Hinimum headroom is 6 feet 6 inches
d. The tread must provide a clear walking area me~uring at least 26 inches from the Outer edge of the supporting column to the inner edge of the handrail.
' Specify roof material and application. Chapter 32.
roof materials not covered in U.B.C., e.&, Specify I.C.B.O. or U.L. approval number for
tile, etc. Section 107.
g
d
Ihe maximum slop for a fire retardant built- up roof, vith rock or gravel surfacing, is 3 inches in 12 inches. Section 3203 (e) 2.
Ihe minimum slope for a fire retardant built- up roof, vith cap sheet surfacing, is 112 inch in 12 inches. Section 3203 (e) 3.
Specify mini- 114 inch per foot roof slope
vater. Section 3207 [a), Section 2305 (f) and for drainage or design to support accumulated
Section 2511 (d) 6.
Shov roof drains and overflows. Section 3207.
vith Sections 3401 and 5201 or provide I.C.B.O. Provide skylight details to show compliance
approval number.
Plastic skylights mst be separated from each other by at least 4 feet. Section 5207 (a) 6.
Show attic ventilation. Minimum vent area is 11150 of attic area or ll300 of attic area if at least So(( of the required vent is at least 3 feet above eave pen- or cornice vents. Shov required area and area provided. Section 3205 (c).
Provide fireplace construction details or note construction to be per - fireplace standard drawing. Papter 37.
attached to wood in Seismic Zones 3 and 4, Show anchored veneer support and connections
comply vith Section 3006 (d)l and Section 2515 (a]. Show ties and 19 vire in horizontal
Show height and construction details of all masonry valls. Chapter 24.
Note that cleanout openings shall be provided at the bottom of all cells to be grout filled
be sealed before grouting, after inspection. in accordance vith Table 24-G. Cleanouts shall
Show fioor and roof connections to masonry valls. Connection shall resist 200 pounds per
whichever is greater. Cross grain tension or lineal foot or the actual design load,
bending in vood ledgers is not permitted. Section 2310 6 2312 (j)3A.
Provide details for damp proofing the
usable space exists on the interior side of the foundation walls, belov finish grade, where
wells. Section 1707 (a).
J0mt.S.
d
L.
/
Show a mind 2" air space and flashing betveen planter and building walls. Section 2516 (c) 7.
Garage requires one-hour fire protection on the garage side of vallr and ceiling comn to the dvelling. Table 5-B, Section 503 (6).
All elements supporting floor above garage,
have one-hour fire-resistive protection on the including valls supporting floor joists, mst
garage side. Section 503 (b)
Show 1 318'' solid core self-closing door for openin s betveen garage and dvelling. Section 503 (df .
Garages are not permitted to open into a room
used for sleeping purposes. Section 11Ok.
An occup~cy 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.
Show garage framing sections, size of header
plate line, method bracing garage front and over garage opening, lateral cross bracing at
holddom if required. hapter 23.
NOTE: for height-to-vidth . Table 25-1. Uaximm shear panel ratio is 3 112 to 1
Doors may OPM into the garage only if the floor or landing in the garage is not more than one inch lower than the door threshold. Section 3304 (h).
Provide an 18" raised platfom for any FAU, vater heater, or other device in the garage vhich may generate a flame or spark. IMC Section 508. UPC Section 1310 (a).
Per soils report, note on the plan the soils
expanrive and note the allwable bearing classification, vhether or not the soil is
value. Section 2905 (c).
3he foundation plan does not comply vith the soils report recommandations for this project. Please reviev the report and mdify design, notes and details as required to rhow ccmrp~iance: S -W
Provide notes on the foundation plan listing the soils report recomDendation for p' foundations, slab Md building pad preparation. J
Show foundation sills to be pressure treated, or equal. Section 2516 (c) 3.
4. Show foundation bolt size and spacing.
Provide a letter from the soils engineer '
plan and specifications have been reviewed and - confirming that the foundation plan, grading 3
that it has been determined that the $ reconmendations in the soils report are/
The soils report reconmendations excavations be reviewed by soils engineer. Note on the foundation plan that "Prior to the contractor requesting a Building Depsrtment foundation
building official in writing that: inspection, the soils engineer shall advise the
1. The building pad was prepared in accordance with the soils report,
2. The utility trenches have been properly backfilled and compacted, and
3. The foundation excavations, formings and reinforcements comply with the soils report and approved plan."
Show height of all foundation walls. chapter 23.
Section 2907 (f).
Specify size, I.C.B.O. number and manufacturer of power driven pins. Show edge and end distances Md spacing. Section 302 (c).
If required by structural calculations, show size, imbedment and location of hold dm anchors on foundation plan. Section 2312 (f),
302 (c).
If hold dwns are required by calculations, note on plan that hold dm anchors mst be
Section 305 (e! 1. tiad in place rior to foundation inspection.
Show adequate footings under all bearing walls and shear walls. Section 2907 (b).
bottom of floor joists and nunimn
Show minb 18" clearance from. grade to 12" clearance to bottom of girders. Section 2516 (c) 2.
Show height of retained earth on all foundation walls. Cnapter 23. undisturbed soil. -.x- S0lL-s -r Show pier size, spacing and depth into
If cut or fill slopes exist, show distance of foundation to edge of cut or fill slopes and show steepness and heights of cuts and fills. Cnapter 29. 4 Note on plans that wood shall be 6" minimum
above finish grade. Section 2907 (a).
Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Cm graded sites, the top of any exterior foundation shall extend above the street gutter at point of discharge or the
plus 2 percent. Section 2905 (f), 2907 (d) 5. inlet to a drainage device a minimum of 12"
?
88. Dimension foundation per U.B.C. Table 29A:
Floors Suworted* Stewall pickness
1 6" 12" 12" 2 6"
8" 3 10" 18" 24" 15" 18" 7" 8f'
Woundations may support a roof in addition to the floors. Where only a roof is supported, use foundation for one floor.
Show mininun underfloor access of 18" x 24". Section 2516 (c).
Show mininun underfloor ventilation equal to 1
area. Openings shall be es close to corners sq. ft. for each 150 sq. ft. of underfloor
as practicable and shall provide cross ventilation on at least two approximately
opposite sides. Section 2516 (c) 6.
sd
. Specify that posts embedded in concrete shall be pressure treated per UBC Std. No. 25-12. Section 2516 (c) 1.
7 P
01 Show wall bracing. Every exterior wood stud wall and main cross partition shall be braced at each end at least every 25 feet of length with 1 x 4 diagonal let-in braces or equivalent. Section 2517 (g) 3.
102 Note cross bridg+ or blocking. Floor joists and rafters 12" or more in depth shall bo
not exceeding 8 feet, unless both edges are supported laterally by bridging at intervals
held inline. Sec. 2506 (h), 2517 (a) 6.
12ll6l87 6
GA show blockinQ at ends and at swrts of floor ~
joists, raftzrs and trusses at 'ejiterior walls.
Section 2517 (d) 3, 2517 (h) 6. . Show dnible joists. Floor joists shall be doubled under bearing partitions running parallel with the joists. Section 2517 (d) 5.
Bearing partitions, perpendicular to joists,
besms, walls or partitions, more than the depth shall not be offset from supporting girders,
of the joist. Section 2517 (d) 5.
Show rafter ties. Rafter ties shall be spaced
not more than 4 feet on center and be jst above the ceiling joists, vhere rafters and ceiling joists are not parallel. Section 2517
(h) 4.
196.
Section 251 . Show 1/2" minh clearance betveen top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed).
Shov double top plate with minh 48" lap splice. Section 2517 (g) 2.
Show nailing vi11 be in compliance with Table 25-Q.
show or note fire stops at the follwing locations per Section 2516 (f):
a.
b.
C.
d.
partitions, including furred spaces, at In concealed spaces of stud wills and
the ceiling and floor levels and at 10
wall; foot intervals along the length of the
vertical and horizontal spaces such as at all interconnections betveen concealed
occur at soffits, drop ceilings and cove ceilings;
In concealed spaces between stair stringers at the top and bottom of the run and betveen studs along and inline with the run of stairs if the walls under the stairs are unfinished; and
in openings around vents! pipes, ducts, chimneys, finplaces and slmrlar openings vhich afford a passage for fire at ceiling and floor levels, with noncombustible materials.
shov stud size and spacing. kiar allovablo stud heights: Bearing vall: 2 x4 and 2 x 6 IU~X. 10'; Non-baaring: 2 x 4 w. 14', 2 x 6 rax. 20'. Table 25-R-3.
Studs supporting tvo floors, a roof and ceiling must be 3 x 4 or 2 x 6 at 16" O.C. Table 25-R-3. It.l. P 14 Note on A.I.T.C. Certificate of compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 306 (f).
Detail Gt-to-beam and post-to-footing connections and reference the detail to the plan. Section 2516 (m).
Detail shear transfer connections, including roof and floor diaphragms, to shear valls. Section 2513.
Specify nail sire and spacing for all shear valls, floor and roof diaphragms. Indicate required blocking. Maintain m~~ihwm diaphraga
Section 1713 (d)]. dimansion ratios. [Tables 25 I, J, K and
0. Show 3" x 4" or 2" x 6" studs in first story of three story building. Table 25-R-3.
Provide truss details and truss calculations for this project. Specify txuss identification numberr on the plans.
LLI POSY on IzOtlaJ .
Section 302 (c).
wide. Section 2517 (g) 5. Specify all header sizes for opening over 4'
Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b). 'y 302 (bs.
124 Provide calculations for lateral loads. shear panels shear transfer and related. Section
7 end.)
developed in the structural calculations. show bn the plans all structural requirements
Section 302 (c). (See coaments below Or at
Colms and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which
by concrete piers or metal pedestals projecting support permanent structures shall b supported
above floors unless approved wood of natural resistance to decay or treated wood is used. Section 2516 (c) 4.
Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood 05 natural resistance to decay or treated wood is used.
1~ Section 2516 (c) 4.
Show location of attic access with minimum size
22" x 30". Section 3205.
Show draft separation for attic - between units in a duplex. Section 2516 (f).
Specify plyvood grade and panel identification index. Table 25-N.
'? as a beam. Section 2517 (h). . When roof pitch is less than 3:12, design ridge
If foundation cripple wall studs are lass than 14" high, framing shall be solid blocking. Section 2517 (g) 4.
. Cripple wall studs exceeding 4 feet in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories.
Section 2517 (9) 4.
Show plyvood sheathing over rxposed eaves, or other weather exposed areas, is exterior grade. Section 2516 (i).
Show a veep screed at the fwndation plate line on all exterior stud walls to be stuccoed. Section 4706 (e).
Detail truss layout for 30" x 30" attic access, if required for equipment in the attic. A
Ridges, hips, and valleys shall be at least one size larger than oupported rafters. Section 2517 (h) 3.
across the beams at the ridge support. Section In open beam construction, provide strap ties
2501 (b).
All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code.
13f Show the size, location and type of all heating and cooling appliances or systems.
{40. Show source of combustion air to furnace, per
4. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet abve the floor in all habitable rooms. Show basis for compliance. UBC. Sec. 1211.
d2. Show minimum 30" deep unobstructed working
Cnapter 6, UMC.
I' +
J
tl.
i
4
/
space in front of furnace. Section 505, UHC.
43. Note on plans, "clsarMces to be per manufacturer's listing." Section 504, IMC. . hrnace shall not be installed in any bedroom. bathrocin or in a closet or confined space with access only through such room unless
furnace or electric heating appliance. specified as direct vent appliance, enclosed
Section 704 UMC.
5. show I.C.B.O. approval number for prefab fireplace. . Show access to the attic or undufloor furnace to be minimum 30 inches by 30 inches. Section 708 & 709 UMC.
7. Note that passageway to the attic f-e shall be unobstructed and have continuous solid flooring not less than 24 inches wide.
Section 708 UMC. . Show permment electrical outlet and lighting
furnace. Section 708 UMC. fixture controlled by a switch for the attic
9. Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace.
1 0. Note on plan: Cas vents and non-cou&ustible piping, in walls, passing through three floors or less shall be effectively draft stopped at
UBC, Section 1706 (a7 6.
each floor or ceilin .
1. Provide dryer vent to outside. UMC, Section 1903.
~ll wiring shall comply with the NatioMl Electrical 7. Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels.
Show location of all electrical receptacles.
Electrical receptacle locations andlor spacing is not adequate in
. Show at least one convenience outlet other than outlets for laundry. etc., outdoors, in garages and basements. NEC, Art. 210-52.
convenience outlets coun* t s in6
"ry and similar equipment)
ou oors, in garages and basements
shall be GFI protected. m, Art. 210-8.
convenience outlets coun* t s ou oors, in6 in garages and basements
"ry and similar equipment) &ll be GFI protected. m, Art. 2104.
par NEC, Art. 250-81. .
Note electrical system ground to be provided
RrmrmGtmmora" + Show water heater size, type and location on plans. UPC, Section 1301.
Show source for providing combustion air to fuel burning water heater. If wall openings in an enclosure are used, at least one-half of the
mer twelve inches of the enclosure and one- required opening area shall extend into the
. Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. UPC, Section
ld =:de adequate barrier to protect water heater from vfAicle -e. UPC, Section 1310. . Show T and P valve on water heater and show 1+ route of discharge line to exterior. UPC, Section 1007 (e).
Note on the plan that hose bibbs and lam
prevention devices. UPC, Section 1003(h) & sprinkler system shall have approved backflow
(9.
show shower stall can accdte a SO" circlm
UPC 909 (a). and hac a mininrm, floor area of 1,024 6.9. in. +
lf
- Show details of duplex connuon (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in Walls of 50 decibels and an Impact Insulation Class (IIC) rating on floorlceiling of 50 decibels. Title 25.
Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25. . Rovide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 25.
16+ Pumit applications received after June 30,
Snergy Seandards. Provide plans, calculatim 1988. are regulated by the new Residential
and worksheets to show cappliance.
Ip'
/
. Be new regulations require a properly
completed and properly signed Form CP-lR to be either imprinted on the plans, taped to the plans or "sticky backed" on the plans. to allow the building i"bpectof to readily compare the actual constructaon with the requirements of the approved energy design.
10. Section 1403(a)l, Title 24, states that Form CF-lR shall be signed by the person responsible for its preparation. 'Be signer shall be a civil engineer, mechanical
general building contractor. mchanx enginear, electrical engineer, architect, .a1 contractor or electrical contractor licensed or registered to practice by the State of California or other individual eligible under Division 3 of the Business and Professions Code to sign such docrrmonts. Documnt signers ate subject to the limitations in Division 3
provide the signature. of the Business and Professions Code. Please
rli ansrgy iteas rho~n on the plans mst bo fn agreement with the information shown on the properly cmpleted Form CF-lR.
M4 all of the
Snow the make, model and efficiency of the
heat loss calculations if the output exceeds space heating (or cooling) systm and provide
05,000 B'N/Hr. . For mom additions, .how that the glaring area of the addition dws not exceed 16% of the newly-conditioned floor EAIWI. plus glazing reraved or relocated due to the addition.
18 See additiOMl W-tiOM below or at and.
l7f Energy conservation design should be for Zone
"
-. 7 sea ateached en- p&&a&es.
Ir: policy). . Floor drab murt have auto-prh (city
. Note exhaust fans cannot be ductless typa (city
. New residential units at be pre-plumbed for
jadrs must be installed" where the water heater future solar watez heating. Nota "two roof
the mast south facing roof (City Ordinance No. is in the one story garage and directly blow
Note "two 3/b" c~pper pipes must be installed to the most convenient future solar panel location when the water heater is not in a one story garage and is not directly below tbe mast south facing roof. (City Ordinance Ilo. 8093).
All piping for present or future solar water
are not heated or cooled by mechanical mew heating murt be insulated when in areas that
(city policy).
d Policy 80-8, whom interior liva rate the waterproofiq details, on th.
space occurs below grada at the masonry wall(.). . Show on the Title Sheet on the plans, the information required by the attached Developmental Services Sheet 112383.
All new residential buildings, including additions, require a roils report. PlSare submit two copies.
lk. HMW timber framing, minirn 6" x 10"
bean and colm supporting the fire separation and minimm 8'' x 8'' post, for the structural
between the garage and living are8 above, is acceptable if shwn on the plans. (city
policy).
UBC Adopting Ordinance 8792 requires Fire Rerardane roof on all structures (a. 18.04.230). Show complidnce with UBC Section
3203(e).
i7. City OrdiwrCe 9792 repuFras two pasUne
washing machinas, etc. Show compliance. spacerlullit with Cleax area of 20'xzO' 1.9. no
. Please see additioM1 CorrBCtiOnS, Or m, on the folla*ing page.
The city of CarlSbad ha6 contracted with Eagil Corporation located at 9320 (heshpeab Drive, Suits
of 6191560-1468, to perform the plan check for your 208, SM Diego, California 92123; telephone number
project. If you have any questions regarding these plan && items, please contact
3iWA
at Esgil Corporation. If you have any questions reparding City Building permit procedures, please contact Carter Darnell at the City of Carlsbad, 1200 Elm Avenue. telephone 6191038-1161.
mmk you.
EmloWac:
1. SA 190
2. rMmi-+ bJe%zQ -
7/29/88 10
(1) All heating, ventilating, eir conditioning, and water heating equipment shall wet all Of the
requirements of the Appliance Efficiency Standards and shall be certified by the California Energy
hission.
provided for hut pumps.
automatically set back the theruastat tvice in 2k hours.
vith complmte nocarsay maintmance infomation.
shall be equipped vith an intexmittant ignition device.
(2) A tw stage themastat, vhich controls the .upplcwnrary heat on its smcond stage, shall be
(3) Iheruastats shall be equipped vith an automatic setback, vhich the building occupant can program to
(4) Equipment which requires preventive maintemce to maintain efficient operation shall k fumisbd
(5) All gas-fired fan type central furnaces, gas-firad fan type vall furnaces, and cooking .ppli.nces
(6) All fan systems exhausting air to the outside shall b. provided vith beckdraft dampen.
(7) All transvane duct, plUlUn, end fitting joints shall be salad With pnSSUr* SWiCiPE tap0 or
mastic to prevent air loss Md shall ba inrulat+d to confom to the provisions of Section lo05 of
eh. rmc, 1982 Edition.
(8) A vapor barrier is required in cliuat. zona 1. IS, and lb.
(9) All manufactured vindovs and sliding glare doors shall meet tlu 1972 ANSI rFr Wiltretion
(lo) A11 svinging doora and vindow leading to unconditioned arus shall be fully vuthu-stripped.
(U) Storage type vater heaters and storage and baCka~P tanks for solar systems shall ba extunally
(E) lhe five feet of pipe closest to the vater heater, if outside conditioned que, shall be insulated
wa-hpprd vitb R-12 Lrzvlation or grutar.
with a minium of R-3. St- and steam condensation return piping and ruhlating hot vatar
piping outsida the building anpalope shall be fnnr1at.d in accordanem with 'P-O-I406(d).
(U) mS used in 1-BS for general lighting in kitchsns and batbrDomr shall have an efficiency of
not lass thM 25 llrmanr per watt.
dficiency sumduds and shall ba certified to the Energy Commission. .
standads and shall be certified and labeled.
(IS) Shovuherds md faucets shall ba .puipped with flov restrictors as outlined in the appliance
(1s) Masonry and factory-built fhplaces on extuior walls, shall be equipped vitb tight-fitting
ClOSMblE -tal or gl-X dootr COWEring the Mth op&g of LhO firebox; e cornburtion nix in-
of the building; and a tight fitting flue damper vith a readily accersibla control.
equipped with a readily accessible, operable. and tight fitting damper to drm eir from the outsid.
(17) Ihe insulation installer shall posL a siwed certificate.. .Section. 27k f-~.rtificllt. (l6) Insulation used -11 cmly vitb clliforni. pUality Standards.
(All Occupancies). After installing insulation, the installer shall port in e conspicuour location
Conforar the raquirsments of Iitle ZL, Part 2, Cbpter 2-53, and tht the materials installad
in the building a Certificate signed by the installer and the buildar stating that the instillation
conform vith thm requirements of Iitle 20, chaptRr 2, Subchapter L, Article 3. Tha certificate
Shall stat. the mMuEacturer's name and material idantification, tha installed "R" value, and (in
applications Of loose fill insulation) the rniniuNm installed weight per square foot consistent with
the manufacturer's labeled density for tha desired "R" value.
vindovs, at sole plates, and op~ings for utility pipes and wires.
(la) For infiltration control all openings and penmtretions must be caulkad and sealed, such as -d
Who May Prepare Plans
into SB 790, authored by Senator John Seymour, which has been ProvisionsofAssemblymanCondit’sbillAB2313wereamended
signed into law and became effective January 1, 1986. (Chapter
1327, Statutes of 1985).
long-standing conflict between the Architects Act and the Engi-
This measure contains two important items: First, it cleared up a
neers Act in which one act allowed plans to be prepared by certain individuals,whiletheotheractdidnotpermitthis.Thetwoactsare now the same. The second important item from the bill limits the
architectural or engineering services that an unlicensed person
may perform.
The following excevt from the bill addresses the exceptions lo
Iherequirementthatalicensedcivilengineerorarchitectmustsign
plans.
Section 6737.1 of the Business and Profession Code is amended
to read as follm:
Section 6737.1
(a) Thischapterdoesnotprohibitanypersonfrompreparingplans, drawings or specifications for any of the following:
(1) Single-family dwellings of wood-frame construction not
more than two stories and basement in height.
(2) Multipledwellings containing not more than fourdwelling units of wood-frame construction not more than twostories
and basement in height. However, this paragraph shall not
be construed as allowing an unlicensed person to design
multiple clusters of up to four dwelling units each to form apartment or condominium complexes where the total ex-
(3) Garages or other structures appurtenantto buildings de-
ceeds four units on any lawfully divide lot.
scribed under subdivision (a) of wood-frame construction
not more than two stories and basement in height.
(4) Agricultural and ranch buildings of wood-frame construc- tion, unless the building official having jurisdiction deems
that an undue risk to the public health, safety and welfare is
(b) If any portion of any structure exempted by this section de;iates
involved.
from conventional framing requirements for wood-frame con-
struction found in Chapter 25 of the 1985 edition of the Uni-
form Building Code or tables of limitation for wood-frame
construction as defined by the applicable building code duly
adopted by the local jurisdiction or the state, the building
official having jurisdiction shall require the preparation of plans, drawings, specifications or calculations for that portion by, or under, the direct supervision of a licensed architect or
registered engineer. The documents for that portion shall bear Iht stamp and signatures dthe licensee who is responsible for
their preparation.
r
ENGINEERING CHECKLIST
Date:
Pian Check No. 34 dl?$
Project Address: 2632 AB-L 57. Item Incomplete - Needs
Project Name:Jfofi/r,mr
Field Check Date: 1,2,3 Number in circle
indicates plancheck
was identified number that deficiency
- 7- 87
Your Action
By:
zal .-
z2z
.- 0 .$
'0 LEGAL REQUIREMENTS P
>> > al Site Plan
1. Provide a fully dimensioned site plan drawn to scale. Show: North wn arrow, property lines, easements, existing and proposed structures, streets, existing street improvements, right-of-way width and dimensioned setbacks.
2. Show on Site Plan: Finish floor elevations, elevations of finish
and proposed slopes, driveway and percent (%) grade and drainage
grade adjacent to building, existing topographical lines, existing
patterns.
EO 0 3. Provide legal description of property.
do 0 4. Provide assessor's parcel number.
PERMITS REQUIRED
Grading
60 o.///f 5. . Grading permit required. (Separate submittal to Engineering
Department required for Grading Permit).
0
0
0
0
0
0
0
6. Grading plans in plan check PE
7. Need the following completed prior to building permit issuance:
A. Grading plans signed.
8. Grading permit issued.
C. Grading completed.
D. Certification letter and compaction reports submitted.
E. Grading inspected and permit signed off by City Inspector.
8. Right-of-way Permit required for work in public right-of-way
(e.g., driveway approach, sidewalk, connection to water main,
etc) .
9. Industrial Waste Permit application required. To be filled Out
completely and returned to Development Processing.
FEES REQUIRED
m'n u
do 0
/ ann du 0
do 0
do a
c7/0 '0
10. Park-in-Lieu fees required.
Quadrant: , Fee Per Unit: , Total Fee: -&3"
11. Traffic impact fee required. Fee Per Unit: , Total Fee: .
12. Bridge and Thoroughfare fee required. Fee Per Unit: , Total Fee: -8- .
13. Public facilities fee required.
14. Facilities management fee required. Fee: -d- .
15. Additional EDU's required: 43-
Sewer connection fee: Sewer permit no.
16. Sewer lateral required: &[47-,~&
REMARKS:
O.K. to issue: Date: 3 - 7- 87
check, please call the Development Processing Department at 438-1161. If you have any questions about any of the above items identified on this plan
wn 0
PLANNING CHECKLIST
Pian Check No. @o/qA Address 2632 &~HvL 87
Type of Project and Use &DO&
Zone K- I Use Allowed? YES p< NO -
Setback: Front - OK Side & Rear E
Facilities Management Zone 6
School District: San Dieguito _eL Encinitas pC
Carlsbad - San Marcos -
Discretionary Action Required YES
Environmental Required YES - NO o(
Landscape Pian Required YES
Comments
- NO 4 Type -
- NO K
Coastal Permit Required YES NO ,&- - -
Additional Comments
OctoLor 19, 1972
Lo Corlo Lond Company
Costa Dol Ma; Paad
koncho La Costa, California 92003
.-
The approxinote locations at which thc tcsk wort taltcn and the fino1 tcst results ~IC prcscrlicd
on pogcs T-1 to T-26, inclu;ivc, undcr tlrc "Tublc of Tcst I!csu!ts." Ti~c laboratory datcininu-
tions of the mcxi~,:urn dry dctaitics urd optimum rnaisturc cotrtcnts GI the tllujor Fili tllurcriol: OKJ
prcsentud on pages 7-27 onJT-28, undcr tho "Lobratory Tcst I~csuIts." Somo of thc rnoximutn
dty dcnsitiss shown In tho 'ITaLlc of Tcst Kcsvlls" worc com!>lnations of tI1es2. TI:c IC~S woro
token during tltc v:Pekly pctiotl; indicotod bolow:
Tcst Numbcr Week end in^
1 to 4, Ill~lll~i\~t July 17, 1Y71
5 to 21, inclusivo July 24, 1971
22 to 35, incluslvo August 7, 1971
36 to Q, inclusive August 14, 1971
64 to 113, inclosivo ' hour! 21, 1971
114 to 153, irtcluslvo August 20, 1971
154 ta 218, lnclusivo Soptombor 4, 1971
219 to 275, Irtcluslve Soptombor 11, 1971 276 to 310, Incluslvo Soptombor 18, 1971
319 to 360, lnclurlvo Soptornbar 25, 1971
proloct NO. Il-f-I'U
Lo cat0 Lond Cornpony
Test Numbcr Wook Ending
361 IO 404, inclusive
405 to 456, inclusivo
457 to c97, inclusivc
508 to 530, inclusivc
539 to 90, inclusive
91 to 621, ir1clu:ivo
622 to 675, inclusive
676 to 701, inclusive
702 to 771, inclusivc
772 to 035, inc1u:ivc
836 lo 905, inclusivc
905 to 924, inclusive
?25 to 93@, inclusive
931 to 935, inclusivc
Oclobor 2, 1971
Oclobcr 9, 1971
Octokr 16, 1971
OctoLor 30; IWI
Novcmbcr 6, 1971
Novcmhr 13, 1971
Novcrrrbor 20, 1Y71
Novcrnh 27, 1971
Dccombcr 4, 1971
Deccmbcr 11, 1971
Deccmbcr 18, 1971
Dcccr;rSer 25, 1971
July 15, 1972
July 22, 1972
The find results of tusk cnd okclvotiort; indicc;tc tho! lllc colnpoclad filled pud lids Locn
ploccd ut 50 Izrccnt of Ihe rnoxinrum dry clctl$i!y or grcotcr. It IICS bscn d-turnlind tllat the
fill noterich, cornpoctcd lo 90 pcrccnt oi Ilb I:..oxim;r:n dry dtnsity, hcv(: o sofo bcoring volue
of 1930 pounds per square fost for one foot wide cotrtinuou:, fo3ti:gf foundd ut a nininlum
dcpth and plocd five fcct or tnorc insido thc lop of cotnpoctcd fillcd gloutrd slopes. If footings
ore ploced clcror to thc CX~OSC~ slcpcs tlron 5 iecl inside tire lop of conpoclcd fillcd ground
slopes, lher shw!d be ddcpcncd onc fo3t IZ!CAV a 1 1/2 Irorizor,tol to 1 veltical linc projcctcd
ground :lop~s. Tats inclic:otc Ihot tho com;;:l;lcd fillcd ground is oduquuto lo sclisfocforily
mpport llrc propsed \w.~J irom dwcllinp willmut d~~rinrcldal zclttcrnents.
Expansive cloy, silly clay, ond sandy cloy soils wcrc placcd in Ihe uppcr thtuo fcet in certoin
compoctcd fill orcas and olsa exist in Ihc upper three feet below finisllcd grodc in ccrfoin cut
are&. Tho find clwsificotions of the soil conditions cxirting on ooch lo1 ore prcrented os
follows:
."3 I outword ond d3v:nvord honi a point 5 ket Iori:ontolly irrsidc tho lo;, of cc~mpoclcd fillcd
Typc A - Crlticolly Expansive Soils
"
Lob Lob
413 to 430, inclusivo
432 1s 435, inclusive
437 to 441, Inclusive
446 to 450, inclusive
452 lo 454, inclurivo
459 to 466, inclusivo
470 lo 487, Inclusivo
489 to 510, inclutivo 1
512 to 527, Inclusive
531 to 534, inclusive
536 to 540, Inclusivo
543 to 552, inclusivc
554, 556, 557, 556
563, 564, no, 514
575, 5'6
584
518 10 581, lnclustve
-....e. ... C....rlrn .YP
1.
2.
3.
4.
5.
."CLI I"". , I". -,, Y
10 Cosk~ Lond Company # ? Providc pwilivc droinoDo o.my Iron oll poritnctor hlings will1 o
verticol !oll of ot Icat 6 inchcs in o horizonlol distonco of 5 to
6 feet nukidc tho ttouso wclls. ".
SVOW or/ S~TC PLAN 4 DZ~~/L~S - Type B LOIS
Those lots listed as Type B lots should fOlIO*S/ 011 Iho obwc-lirtcd rccommondoliont wlth tho two
following cxccptions:
1. The conti:luous footings rnoy bo ploccd at a nininrum doptlt of 10
inchcs blow Ihc lovast odjoccnt cxtcrior final ground surfoco mthor
than )Ira t;vo fcct rocornmcndcd for Typo A lots,
""
2. Singlc "4 hr placed cs dircctod (abovc) I;cur lops ond IJO!~OI~S of all
interior cn:! cx!criar fx~lhqs lilcy LC subtitutcd for tlke l'5 !Jars
rccomniertdcd for Typc k lots.
f!!coxneF;&tiJn; 3 lo 6, inclusive, os listrd far the Tyirc A lok, otc ulso opl,Iico!,lc lo Ilic
Typc D It's.
R. C. kmcr
Dislr: (4) AJJIW~CO
(1) honcho Lo Costo, Inc.
(1) Pick EnOinecling Company
(2) Dcpbrtnont of County EI~J. L llrccr
Attonlion: A\r. Burlan 1. Kmtnor
J (2) Son Dlega County BullJing Inrpoctlon, Vlsla Offlco
(1) btuntiolt: ht. ff. M. Taylor (1) Attontion: Mr. Joo Sovollo
Dcpartmont of Duildinu Inrpoctlon
(2) City of Co~lsId "."..-." ...OI..I.." ,Ye
KCR/PklD/ow
Date,$@!%? CITY OF CARLSBAD
Prepared by: a 91dg. Dept. a
BUILDING ADDRESS ~6- &~ED)UL s2" W30ozoo
APPLICANT/CONTACT M\WS e--d PHONE NOI'~I+(G~ -98s I
VALUATION AND PUN CHECK FEE 0 Esgil
PLAN CHECK NO. 83 49%
BUILDING OCCUPANCY DESIGNER PHONE
TYPE OF CONSTRUCTION CONTRACTOR PHONE
Air Conditioninr I Comcrcial
Residential @
Fire Sorinklcrs
Total Value
c
3pb
- @
Res. or Corn.
plan check fees calculated per 1985 UBC.
Plans received by Esgil after July 31, 1987 shall have permit and
SHEET OF 12/87
CERTIFICATION OF COMPLIANCE
CITY OF CARLSBAD Plan Check No. '?- ),?
DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS CARLSBAD, CA 92009
(619) 438-1161
This form shall be used to determine the amount of school fees for a project and to verify
permits for the projects shall be issued until the certification is signed by the
that the project applicant has complied with the school fee requirements. No building
appropriate school district and returned to the City of Carlsbad Building Department.
SCHOOL DISTRICT:
__ Carlsbad Unified -/ San Marcos Unified
6350 Yarrow Drive Ste. A 270 West San Marcos Blvd.
Carlsbad, CA 92009 (438-5710) San Marcos, CA 92069 (744-4776)
Encinitas Union Elementary
189 Union Street
Encinitas, CA 92024,(944-4306)
__ San Dieguito Union High School
710 Encinitas Boulevard
Encinitas, CA 92024 (753-6491)
Project Applicant: 8 OS TOM
RESIDENTIAL: SQ. FT. of living area 356 Number of dwelling units
SQ. FT. of covered area SQ. FT. of garage area
COMMERCIAL/ IN SQ. FT. AREA
Prepared By Date Jh >vfly
..............................................
FEE CERTIFICATION
(To be completed by the School District)
Applicant has complied with fee requirement under
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: $ BSZ36 based on ,<J/ sq. ft.@ A56
CommjIndust Fee Levied: $ based on sq. ft.@
AB 2926 and SB 201 fees are capped at$1.53 per square foot for residential.
AB 2926 is capped at $.25 per square foot for commercial/industrial.
DEVELOPMENT PROCESSING SERVICES DIVISION
2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859
(619) 438-1161
MISCELLANEOUS FEE RECEIPT
Appllcanl Please Prlnt And Flll In Shaded Area Only ..
PLAN ID NO.
4797 02/15/69 0o01 01 05 Hi% 227.00
CONTRACTOR
CONTRACTOR'S MAILING ADDRESS
ESTMATED VALUATION
PLAN CHECK FEE 001-810-0000-8821
IF THE APPLICANT TAKES NO ACTION
WITHIN 180 DAYS, PLAN CHECK FEES $ Ja 7 c- WILL BE FORFEITED.
00
CITY ZIP TEL.
STATE
LICENSE NO. LIGEN&€ NO.
~~~ ~
BUSINESS
SUBDIVISION LOT(S) I
LEGAL DESCRIPTION CHECK IF SUBMITTED ..
Io 2 ENERGY CALCS
I
2 1987 ENERGY CALCS FOR NON RESIDENTIAL BLDGS
2 STRUCTURAL CALCS
2 SOILS REPORTS
I I 0 2 SELF ADDRESSED ENVELOPES
~~
DATE GIVEN/ SENT TO APPLICANT DATE .
CONTACTPERSON
AODRESSA& 3 2- 6d3-e-U 5 .y
LA COSTA LETTER
SCHOOL FEE FORM
APPLICANT'S SIGNATURE DATE
.- -
Whlte . Flle Yellow . Applicant Pink. Finance Gold. Assessor