HomeMy WebLinkAbout2624 OBELISCO PL; ; CB900896; PermitB U I, L D I N G P 'E R'M I T,1. ,Permit~'No:.- . CB900896
07/18/90 10:16 'Pr,oject No-: A8*902360
Page -. 1-6f I Development No:
Job-, Address.: 2624 OBELISCO Str: Fl: Ste.:
Permit Type: RESIDENTAL ADDITION/ALTERATION 685~, 07/18/go' Parcel No: 215-460-26-00 C-PRA,4,T
Valuation: 6,060
Construction Type: NEW
Occupancy Group: Class Code: Status: ISSUED.-
Description: ADD GARAGE 303 SF (89-1424) Applied 016/04/9-0
Apr/Issue 07/18/90
Validated By: DC
OWNER MALEWICA,, T. J,.., L.ic. OWNER
CONTRACTOR LADNER, MICHAEL CONSTRUCT-I-ON L'ic. C NO ~619_--942-0283
281 HILLCREST DR
LEUCADIA- CA 9-2' 024
~F66-s Collected & Credits Fees Required. *?k4 7 ----------------------- ---------- ------
Fees.~ 16 5. 0
Adj 'stments: _aI ' ", (~~ \ ~11 -
I
U 00 Toi, d't :00
x S: Total Fees: To_tal Paymen-ts: 1,6~ 0 0 5 j . 0 0 v ~Y\j\ Balance- ue.- A 112. 00~ Fee description./ ~Fb-&/1,Uni Ext fee 'Data
-------------- ------ -----------
90.00 Building Permit
Plan Check 59.00
1-.00 Strong'Motion Fee
BUILDING TOTAL 150.00
5_00 Y Enter "Y" for Electric Issue\~\,F?ee-'_ 0
Other --i'vo 0 ".1,0.00 REMbDUEL
-*,ELECTRICAL -TOTAL ~,\$10 Minimumj) um') 15.00
Q
PERMIT APPLICATION
City of Carlsbad Building Department
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
PERMIT TYPE
A - L] COMMERC I AL [:]NEW. 0 TENANT IMPROVEMENT
B - [:]INDUSTRIAL [:]NEW F1TENANT IMPROVEMENT
C - %RESIDENTIAL EIAPARTMENT []CONDO []SINGLE FAMILY DWELLING 34ADDITION/ALTERATION
[-I DUPLEX El DEMOL I T [ON E] RELOCAT ION []MOBILE HOME []ELECTRICAL (3 PLUMBING
[:]MECHANICAL E]POOL [:1 SPA []RETAINING WALL [-]SOLAR n OTHER
EST. VAL
PLAN CK DEPOSIT
VALID. BY c-
DATE Uwq C)
5895 06/04/90 0001 0.1. 02
C-PRMT
.2 4~. %,,Y 0 t4r~ 1- 0 S C. (.,W Buitcli-rig or
Nearest Cross Streets c- -
LEGAL DESCRIPTION ubdiyision Name/Number Unit No. Phase No.
0 - C5 CHECK OW IF SUBMITITLE4' C C;EL
Energy CaLcs 9~ Structural CaLcs [-]2 Soils Report []l Addressed Envelope
ASSESSOR'S PARCEL EXISTING USE PROPOSED USE
DESCRIPTION OF WORK
BLDG. SO. FIG. ?C5, 3 # OF STORIES
'CONTACT PERSON
NAME ADDRESS -Iy oke A, S C..
CITY STATE &IR ZIP CODE 15iXe'e, )` DAY TELEPHONE _T
SIGNATURE
APPLI
NAME
(_]CONTRAC E]AGENT FOR CONTRACTOR jdaWNER [-]AGENT FOR OWNER
1201, ADDRESS J4__ .
CITY STATE ZIP CODE DAY TELEPHONE
PROPERTY OWNER OWNER []LESSEE []TENANT
NAME ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
CONTRACTOR
NAME ADDRESS
CITY TATE ZIP CODE DAY TELEPHONE
2_6 _2_~, STATE LIC. # LICENSE CLAS'S CITY BUSINESS LIC. #
SIGNATURE TITLE DATE
DESIGNER NAME J--k44e_ e . ADDRESS 6,e -V,, _~ . /'~
CITY 15et, _.L. Z7, STATE &4 ZIP CODE DAY TELEPHONE 6 /4- 75T~7,ee731STATE LIC. #
Workers' Compensation Declaration: I hereby affirm that I have a certificate of consent to self-insure issued by the Director of Industrial Relations,
or a certificate of Workers' Compensation Insurance by an admitted insurer, or an exact copy or duplicate thereof certified by the Director of the
insurer thereof filed with the Building Inspection Department (Section 3800, Lab. C).
INSURANCE COMPANY POLICY NO. EXPIRATION DATE
Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner
so as to become subject to the Workers' Compensation Laws of California.
SIGNATURE DATE
8. OWNER-BUILDER DECLARATION
Owner-Buitder Declaration: I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
E] I as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale
(Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon_ and who
does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. if, however, the building
or improvement is sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose
of sale.).
1, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, B'usiness and Professions Code:
The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s)
licensed pursuant to the Contractor's License Law).
E] I am exempt under Section Business and Professions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, atter, improve, demolish, or repair any structure,
prior to its issuance, also requires the applicant for such permit to file a signed statement that he is Licensed pursuant to the provisions of the
Contractor-s License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom,
and the basis for the atL em tion. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not
more than five kundred cl;;Vr~s$5p) 03 ).
SIGNATURE , DATE 41-/9, / 5P 0
bR NON COMPLETE THIS SECfIO -RESIDENTIAL,BUILDING PERM
101ONLY:
?11~1 Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act?
0 YES ONO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
EIYES NO
is the facflity to be constructed within 1,000 feet of the outer boundary of a school site?
[I YES [] NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCLIPANCY RAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREITATS
OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
CONSTRUCTION LENDING AGENCY
I hereby affirm that there is a construction Lending agency for the performance of the work for which this permit is issued (Sec 30970) Civil Code).
LENDER'S NAME LENDER'S ADDRESS
APPLICANT'S SIGNATURE I certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws retating
to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO
AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH KAY IN ANY WAY ACCRUE AGAINST SAID
CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
Expiration. Every permit issued by the Building official under the provisions of this Code shall expire by timitation and become nut[ and void if the building
or work authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended
or. abandoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code).
APPLIC IGN ANTIS HER Ej CONTRACTOR []BY PHONE eRRO .D:B A0W DATE:,
WHITE: File YELLOW: Applicant PINK: Finance
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB900896 FOR 04/08/91- AREA PY
DES6RIPTION:' ADD'*GARAGE 303 SF (89-1424) PLANCK#~CB900896
OCC~GRP
TYPE: RAD CONSTR'.' TYPE NEW
JOB ADDRESS:, 26i4 '. -OBELISCO PL, STR:, FL:' STE:
APPLICANT: SATI,.OMAR PHONE~:, 619"75~3-0420'
LADNER, MICHAEL CONSTRUCTION 'CONTRACTOR: .PHONE:*,619-942-0283
OWNtR: MALEWICA,-T~ J. PHONE:
REMARKS; MH/GREG/436-4.927 INSPECTOR
-SPECIAL'INSTRUCT:
T-V
TOTAL TIME:.
CD L DESCRIPTION
19 ST F inAl Structural
29 PV~Final -Plumbin4
39- EL Final Electrical
49 ME, ~Final'Mechan ic A 1
INSPECTION HISTORY
DATE. DESCRIPTION' ACT-INSP COMMENTS
021991- Final Combo NR. PY
021441 Final Combo- NR PK SEE ,COMMENTS 2/14/91.:~
021391 Final Combo ~NR NO ONE 140ME
11289
,
0' Interior Lath/Drywal.l. AP., PY
111390 Roof/Reroof. CO py , 140 ONE'AVAILABLE ,
110790 Rooi/Reroof NR- PY NO PLANS/NO.LADDER/NO ONE
110190' Frame/Steel/Bolting/We'lding NR -PY- ND -DECK (HAD PLANS)
091490 Steel/Bond :Beam -AP PT OK-GROUT 2ND,LFT/ND.DRN ,INSTA.
091290 Steel/pond Beam AP PY 1ST LIFT OK TO GROUT
0'60590 -Ftg/Foundaiion/Pie~rs AP PY
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TTA CHMENT -NUMBER
ITC. Certificate of'Conform'al?ce'No.- -69484 A — -Dated 9/24/90
LAMINATED TIMBER SERVICES Job Name,
Job Location: ONTARIO, CA
Customlir's Order No'. 1591 'Mf 'r's Order No. 5299—C 9
The following gives the additional: specif icatiom thatwere used in the manufacture of the.members on
this job:
LUMBER Species: -DOUGLAS FIR
Grading Rules: 14CLIK 16
Paragraph: '154,A,13-C
.Grades: ~Ll L2,' T.3
Slope of Grain: L2-1 112, Ij/L2D-1:12, L3-1:8
MOISTURE- R6nge: 10-15%
CONTENT
-.,Yoriation per-,member:
'7FINGER END JOINT'.*
ADHESIVE Conforms to Adi QAITC .190.1—r983 specifications.
Type:, .EXT Batch No': 1043
5'. GLUING Pressure 1501 'Pressure Period '8. HRS
-Glue Spread' 6%
.\\)1E OF T1~4
157 P_
super visor AITIC Licensed Plant No. y
ROSE 'Co. 9/24/90
Company MA 4~ Date
QUAiLIFIED
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AITC Form 18-3-65 1%5 American Institute of Timber Construction
13111111111
7-7 7
DATE / R 0
,PROJECT
LOCATION
2WI24
CONTRACTOR OWNER
WEATHER TEMP.
PRESENT AT, SITE
.7 ,
SIGNATURE
COPIES TO:
HETHERINGTON ENGfNEERING, INC.
SOIL & FOUNDATION ENGINEERING
ENGINEERING- GEOLOGY o HYDROGEOLOGY
(619) 931-1917
.5245 Avenida Encinas, Suite.G
Carlsbad, Califorhia 92008
ESGIL ' CORPORATION
9320 CHESAPEAKE DR.i SUITE- 208
SAN DIEGO, CA 92123,
(619) 560-.14,68
DATE: 1-7 ]APPLICANT
j U R I S D.I C T f071--,
JURISDICTION:
JFILE COPY
.PLAN. - CHECK NO: SET: E]UPS
F_i'DESIGNER
,YROJECT ADDRESS: C-0
PROJECT NAME:
The plans transmitted herewith have been corrected where
necessary' and substantiAlly comply with the jurisdiction 's
building codes.
The plans transmitted herewith will'substantially comply 0'with the jpri.sdiction's building codes. when- minor deficien-
cles identified are resolved and
check.ed ,by building,department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check Iist and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for.your information..
The plans are being held at Esgil Corp. until corrected
olans are submitted for recheck.
The applicant's copy of the check jis~ i's encl..6,sed~.for the
-ion t,,~_return to the applicant contac~~ . person. _jurisdicL_
The applicant's c-opy of the check -,list has bee.n sent to:
Esgil stAffr4-,did not advise the applicant contact person that
plan check has been completed.
Esgil staff did -advise applicant that the pla-n check has
been c.omplet6d. Person contacted:."'
Date contacted: Tele e
c 1.7 ~> r
REMARKS: /-~cs J,
C 12 J~ (zo I j a,?> Wt~~ 7--.,
Y
By: Enclosures:
ESGIL CORPORATION
EIG'.A. . 0 AA 11 VW DM
I
ESGIL CORPORATION.
9320.CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
Q519)560-14,68
-1 APPLICANT DATE
:FLU R
I 7=> JURISDICTION: CARLSBAD PLAN CHECKER
E]FILE COPY
PLAN CHECK NO. C-5 SET. []UPS
F-DESIGNER
PROJECT ADDRESS..: f C 0, /z, 0 C
PROJECT NAME:
E] The plans transmitted herewith have been".. corrected where
necessary and substantially comply with.the jurisdiction's
-building codes.
The Dlans transmitted herewith will sub.st'antially comply ~
with the jurisdict ion's -building codes when minor deficien-
cles identified are resolved-and
checked by building department staff-. . I
The olans . transmitt6d' herewith have significant deficiencies
identified on the enclosed* check list and' should be corrected
and resubmitted for..a comolete recheck.
The check list t-ransmitted herewith is for your, inf*ormation.
The plans are being held at Esgil Corp. until corrected
ulans are submitted for recheck.
4
-'s -enclosed for -he The applican' copy of the check list'is
jurisdiction to -return to the applicant contact person.
Ej Th&-...applicant',s copy of, 4Che-check list has been se-nt to:
Esgil staff did not advise the.app.1 i cant,. clontact person that
plan check has been completed
Esgil -staf f did advise applicant that- the - plan. check -has been completed. Person contacted: -r-r, 1114 b!roj) C-j=_
Date contacted: & - 12 - ~0 Telepho~e # '61~~6
AEMARKS:_
By: (- ).. (A )11695~~jL Enclosures:
ESGIL -CORPORATION
OGA .'.EIAA EIVW C]DM
PLAN ammx NO:— -FOREWORD: PLEASE READ
Plan check is limit~d to technical requirements
contained ln~ the Uniform Building'.Code, Uniform
JURISDICTION: CITY OF CARISBAD 'Plumbing Coae, Uniform Meclhan.ica-1 Code, National
-reg~latin Electrica1Code'and state laws g energy
conservation, noise attenuation and access for~'the
handicapped. The plan check is based on
TO:, L,,--) I c regulations iinforced by the Building Inspection
Department. You. may -have other corrections based
Is C.6C- L I C 0 on ia%~s ,'and ordinances by the Plannihg_Department,'
(f A rzLS rS #q, 64
Engineering Department or other .departments.
Pres6nt.California law mandates that residential
ENCLOSURES: construction-comply with .Title 24 and the following
model codes:
1988 UBC (eff. l/l/90)
19881 UPC (eff. 1/1/90),
1987 NEC (eff. 10/28/87).
PiQJECT ADDRESS: 2~62~4 1988 UMC (eff. 1/l/90)
The above regulations apply to residential
construction, regardless of the code editions
FLOOR AREA:— adopted by ordinance.
STORIES:
HEIGHT:
REKARKS-: on 6. L-A
The circled items , listed need- clarification,
modification or change. All items have to be
before the plan will be in conformance ,satisfied,
with the 'cited" codes and regulations. Per Sec.
,.303(c),- 1988 Uniform Building Code,'the approval of
the 'plans does not -permit the violation of any
.state, county or city law.
ATo speed tip the recheck process.-note on this list
(or a copy) where each correction item ha4 been
PLAN CORJUMTION addressed'i.e., plan sheet, specification, etc.. Be
CITY OF CARLSBAD sure to enclose the marked up list when you submit
SDiGLIE - FAMMY AND DUPLEX DWELLINGS -the revised plans.
Dati.plans received by jurisdiction:
.Date plans received by Esgil Corporation:
Date initial plan check completed
BY: 610rll: LA L~___"
Applicant contact person:
_5 -
C iF elephone:
NOTE: PAGE NUKBERS ARE NOT IN SEQUENMAS PAGES HAVING No ITERS-REEDIM CORRECTIONS WERE DELETED.
List No. 12, Carlsbad Single Family Dwellinj-and,Duplex With All Supplements. (1988 UBC)
PC
Show on the title sheet All structures, pools,
walls, etc. included under this application.
"Las
Please make all corrections on the.original Any portion of the project shown on the site
"returned
tracings and submit two new sets pf prints, and plan that is not included. with the building any original -plan 'sets that may haveibeen . permit application -filed should *be clearly'
to you by the jurisdiction, to:' identified as "not included."'
Esgil Corporation, 9320 Chesapeake Drive, Clearly' if -lower show the level is a basement
Suite 0208, San Diego,.California 92123, or a story, based on the definitions in (619) 56071468. Sections 403 and 420. Plot the finish'grade
(as defined) 6n the elevations and.dimension
2. Please make all cor~ections on' the original the distance to the floor above, for story
' tracings and submit two new sets of prints, determination.
And any original plan sets that may have been
returned ,to you by the jurisdiction, to:.. On the cover sheet of the plans, specify any
items requiring special inspection, by way of
The jurisdiction's building department. the following:
Indicate'on the'.Title Sheet.of thd'plans, the REQUIRED SPECIAL INSTRUCTIONS name of. the legal owner and name 'of person In addition to the regular inspections, the responsible for the preparation of-the plans. following checked items will also require Section 302(a)7. Special Inspection in accordance with See 306
of the-Uniform Building Code.
All sheets of plant must be signed by the
person - responsible for their preparation. ITEM REQ. IF REMARKS (California Busines's and'Professions Code). CHECKED
SOILS COMPLIANCE
Plans, specifications and calculations shall be PRIOR TO
signed by . the California state licensed FOUNDATION INSP. engineer or - architect responsible for their
preparation, for plans deviating from STPU.CTURAL'CONCPETE
conventional wood frame construction. Specify OVER 2500 PSI
expiration date of iicense. (California
Business and Professions Code). PRESTRESSED STEEL
Specify on the Title Sheet of the plans the FIELD 1AUDING
gross floor area of each elem6nt of this
project including dwelling, -garage, carport, HIGH'STRENGTH BOLTS. patio, deck and balcony. Section 302(d).
EXPANSION ANCHORS Provide a statement on the Title Sheet,of the
plans that this project shall eomply with Title SPECIAL MASONRY 24 and 1988 UBC, UMC and UPC and 1987 NEC.
SPRAYED OWFIRE
Submit fully dimensioned plot plan drawn to PROOFING
scale showing locationj size, and use of all
existing and' proposed structures on the lot. PILES/CAISSONS
Identify property lines and show lot dimensions
and all easements. -Show location of all cut or DESIGNER-SPECIFIM fill slopes. Show finish floor- elevations and show elevations of adjacent finish grade. OTHER
Show drainage patterns with'. minimum-slopes.
Section 302(d).
FM PROTECTION Indicate distance from-property lines to
proposed building. Section,302(d). Exterior walls closer than 3 feet to property
lines ,shall be one-hour rated construction and
have no openings. Table 5-A.
Provide spiral ftairway details, per Section Provide skylight details -to show compliance I
3306 (f): with Sections 3401 and 5207 or provide
I.C.B.O. approval number.
a. - Minimum'run is 7 1/2 inches ~e*asured at a
point 12 inches from where the treads.are 6~ Plastic skylights must be separated from each the narrowest.. Aher by at least 4 feet. Section 5207 (a) 6.
-b. Maxim= rise is 9 1/2 inches. Maximum Show attic ventilation. Minimum vent area is clear opening between risers is 6 inches. 1~150 of attic-area or 1/300 of attic area if'
at 1p-ast-50% of the required-vent is at least C. Minimum headroom is 6 feet 6 inches 3 'feet above eave vents or cornice vents.
Show required area and-area provided.* d. The tread must provide a clear walking Section 3205 (c).- area measuring at least 26 inches from the
outer edge of the,supporting column to the MASONRY
ihner edge of the handrail.
'details Provide fireplace construction or note Spiral stairways may'no't be
'
used ~or.required constr~iction to be. per attached -fireplace exits when the area served is . greater. than .400 T standard drawing. Chapter 37. sq. ft. S6ction-3306 (f). . I . .
. I.. 66 Show anchored veneer -support and conn ec tions
52.. Provide I.C.B.O. Research Report and'number for attached to wood in Seismic Zones 3 and 4, metal stairway, or submit plans and. comply with Section 3006 (d)l and Section 2515 calc ulations and approved fabricator registered (a). Show ties and #9 wire in horizontal with the building.Oepartment or note that the joints.
stairway fabric-ation plans shall be submitted
to and approved by the building official prior Show height and construction' details,of all to installation. masonry walls. Chapter 24.
5 1 Exterior stairways shall not-project into the 3 Show floor and roof connections to ma onry foot setback from the property lines. Section J - walls. Connection shall resist 200 pounds per
3306 (n). lineal' foot -or. the actual design load,
whichever is greater. Cross grain tension or The walls and soffits. of the enclosed usable 'bending in wood ledgers is not permitted. space under interior stairs shall.be protected Section 2310.
-on the enclosed side as required for one-hour
fire-resistive construction. Section 3306 (m). 69. Show- a minimum 2" air space and flashing
between planter and building walls.
71 - Within units, show that corridors have a Section 2516 (c) 7. minimum.width of 36 inches. Section 3305 (b).
GARAGE -AND CARPORTS ROOFDiG
0
Garage requires one-hour fire protection on 5~_
/ /
Specify roof slope. the garage side of walls and ceiling common to
the dwelling. Table 5-B, Section 503 (d). ' 5.7. Roof slope is not adequate for roof type
specified. Table-32-B,C,D and E.
G).including
All elements' supporting floor above garage,
4.
walls supporting floor joists, must Specify roof material and application. Chapter have one-hour fire-resistive protection on the
32. garage side. Section 503 (b),
Specify I.C.B.O. or U.L. approval number for 7/ 'Show'.1 3/811 solid core self-closing doorfor roof materials not -coveted -in IJ.B.C., e.g., openings between garage and dwelling. Section -tile, etc. Section 107.
3.
503,(d)*
Specify minimum i/4 inch, per foot roof slope Garages are not permitted.to open into a room for drainage *or design to support accumulated used for sleeping purposes. Section 1104. water, Section 3207 (a) and Section 2305 (f).
Show drains roof and overflows. Section 3207.'
12/11/89 .5
2/13/90 6
An occupancy separation is not required between
carport and residence, provided the carport is
open on. two or more sides and has,no enclosed . uses above. Section 503 (a) Exception 3.
Show gaxage. -framing sections, size of header
over-garage opening, lateral cross bracing at
plate line, method bracing garage. front and
holddowns if required. Chapter 23.
NOTE: Maximum shear panel heighta-t o-width
ratio is*3 1/2 to 1 for plywood. Table 2~-I.'
6. Doors may open into the garage only if the
floor or.landing-in the garage is not more,than
one inch lower than-the door threshold.
Section 3304 (i).
77. Provide an 1611 raised 'platform for any'FAU,
I water heater, or other device in the garage
which may generate- a flame -,or spark. UMC
Section 508, UPC Section 1310 (4).
FOUNDATION REQUBU?~
Per soils report, note 'on the plan the soils
classification, whether or not the soil is
expansive and note.the allowable bearing.value.
Section-2905 (c).
The foundation plan Aoes not comply with the
soils report recommendat ions for this project.
Please review- the report and modify design,
notes and details as required to show
compliance:
Provide notes on the foundation plan'listing
the soils report recommendation . for
foundations, slab and building pad preparation.
Provide a letter from the soils engineer
confirming that the foundation plan, grading
plan and specifications have been reviewed and
that it has been determined that the
recommendations.. in the soils report are
properly ~incorporated
'
into -the construction
documents (when required by the soil report).
The soils , engineer recommended that he/she
review the foundation excavations. Note on
the foundation plan that ."Prior to the
,contractor requesting -a Building Department
foundation inspection, the' soils engineer
shall advise the building official in writing
that:
The building pad was prepared in
accordance,with the soils report,
The.utility trenches have been properly
backfilled and compacted, and
The, foundation excavations comply with
the intent of the soils report".
&3. Show height of all foundation walls.. 'Chapter
23.
Show height of retained ea. rth on all
foundation walls. Chapter 23.
If cut or fill slopes exist, show distance of
foundation to edge of cut.or fill slopes and
show,steepness and heights of-cuts and fills.
Chapter 29.
Note on plans that wood-shall be 6" minlim
above finish grade. Section 2907 (a)..
.8~ Note on plans that surface water will drain
away from building and show drainage.pattern
and*key elevations. Section 2905.(f).
11 88. 'Dimension foundation per U.B.C. Table 29A:
Floors Footing
Supported'* Stenywall Width Depth Thickness
1 611 1216 1211 611
2 811 15" .1811 711 ,
3 1011 ~1811 2411 811
*Foundations may-support a roof in
'
addition to'the~
floors. -A Where only a roof is supported, use
foundation for one floor.
Show foundation tills to be pressure'treated,
or equal. Section 2516 (c) 3.
Show foundation bolt size and spacing.
Section 2907 (f).
9~. 'Specify size, I.C.B.O. number and manufacturer
of power driven pins. Show edge and end
distances-and spacing. Section 302 (d).
N
If'required, show size, Show.rafter ties. Rafter ties shall be spaced
_Q,f hold down anch8rs on toundation plan. not'more than 4 feet on center and be just
Section 302 (d). above the ceiling joists, where.rafters and
If hold downs are req . uiredy note on plan that
hold down anchors must be tied in place prior
to foundation inspection. Section 305 (e).l.
Show adequate footings under all bearing walls
and shear walls. Section 2907 (b).
Show on the plans stepped footings for slopes
steeper 'than'1:10. Section 2907 (c).
/6. Show minimum 18" clearance from grade to bottom
of floor joists and minimum 12".clearance to
bottom of girders. Section 2516 (6)-2.
Show pier sizel, spacing and depth into
undisturbed soil. Table 29-A.
Show minimum underfloor access of 1811 x 24".
Section 2516 (c).
Show minimum underfloor ventilation equal to 1
sq. ft. for each 150 -sq.. ft. of underfloor
area. Openings shall
'
be as close to corners as
.Practicable and shall provide cross ventilation
on at, least two approximately opposite-sides.
Section 2516 (c) 6.
FRAM31RG
/0
Show wall bracing. Every exterior wood stud
wall and main cross-stud partition shall'be
braced at each end at least. every 25 feet of
length with 1 x 4 diagonal let-in braces or
equivalent. Section 2517 (g) 3, Table 25-V.
lel. In 2-story buildings, shear.panels at the first
story (at least 48 inches in width) shall be
Jocated at , each end or as near-the'reto as
possible-and comprise at least 25 percent of
the linear length of. the wall, or provide
.design. Section 2517(g)3, Table'25-V.'
Note cross brid ~ ging or-blocking. Floor joists
and'rafters 1211 or more in depth shall be
supported laterally by bridging at intervals
not exceeding 8 feet, unless both edges are
held inline. Sec. 2506 (h),,2517 (d) 6.
14. Show blocking at ends and at supports of floor
joists, rafters and trusses at exterior walls.*
Section 2517 (d) 3, 2517 (h) 6.
.
,
~4.. Bearing partitions, perpendicular to joists,
shall not be offset from supporting girders,
beams, walls or partitions, more than the depth
of the joist. Section 2517 (d) 5.
ceiling joists are not parallel. Section 2517.
(h) 4.
~06. Show rafter purlin braces to be not less than
4-5-degrees to the horizontal.
Section.2517 (h) 5.
~~7. Show double top plate -with minimum 48" lap
splice. Section 2517 (g) 2.
1
./8 Show'nailing will be in compliance with Table
25-Q.
9 9 Show or note fire stops at the following
locations per Section 2516 (f):
...a. In concealed spaces of stud walls and
'partitions, including furred spaces, at
the ceiling and floor levels and at 10
foot intervals along the length of.the
wall;,
b. At all interconnections between concealed
-vertical and horizontal spaces such as
occur at soffits, drop c4ilingsaxid cove
6eilings;
C. In concealed spaces between stair
stringers at the top and bottom of the
run and between studs along and inline
with the run of stairs if the walls under
the'stairs are unfinished; and
A. In openings around vdnts,.pipes, ducts,
chimneys, fireplaces and similar openings
which afford a passage for fire at
ceiling- and floor levels, with
noncombustible materials.
1/10. In-duplexes, draft stops shall be provided'in
floor-ceiling assemblies and attics in line
with walls- separating units -and separating
units from common areas.
.-Show stud size and spacing. Maximum allowable
stud 'heights; Bearing wall: 2 x4 and 2 x 6
max. 101 ; -Non-bea ing: 2 x 4 max. 141,, 2 x 6
max. 20'. Table 25-R-3.
1~2. Studs supporting two floors, a roof and
.1 ceiling must be 3 x 4 or 2 x 6 at 1611 o.c.
Table 25-R-3.
/3. Note on A.I.T.C. Certificate of.Compliahce-for
glued laminated wood members shall be given to
the.building inspector prior to installation.
Section 2505.
2/12/90 7
1 5. All structures require.a Class B roof covering,
except room additions. If a room addition
covers all of the existing buildirik (2nd story
addition), then the above exception doesn't
apply-
6. City Ordinance 9792 requires two parking
spaces/unit with.clear area of 20'x2O' i.e. no
washing machines,,etc. Show compliance.,
All chimneys attached to any appliance or
* fireplace that burns -solid fuel. shall be
equipped with an
"
approved spark arrester.- The
net free area of the'spark 'arrester shall be
not less than four times the iiet free*ara of ,
the outlet of the chimney. The spark arrester
screen shall have heat and corrosion,resistance
'equivalent to 12 gauge -wire, 19 gauge
galvanized wire or 24 gauge stainless steel.
Openings shall not permit the passage of
spheres having a diameter larger than 1/2-inch
and shall not block the. passage of spheres
having a diameter of.less than 3/8-inch.
MISCELLANEOUS
88. Please see additional correctiois, or remarks,
on thefollowing page.
To speed up the recheck process, note on this
list (or a copy) where each correction item has
been addressed, i..e.-, plan sheet, note or
detail number, calculation page, etc.-
Please indicate here if any changes have been
made to the plans that are not a r esult of
corrections from this list. If there are other
changes, please briefly describe them And where
they Are located in the plans.
Have -changes been made to the plans not
resulting from this correction list? Please
check.
Yes No
The City of Carlsbad has 'contracted with Esgil
Corporation located at 9320 Chesapeake Drive, Suite
208, San Diego, California 92123; telephone number
019/560-1468, to perform the plan check for your
project * if you have any uestions regarding these
plan chec items, please co tact
Z_ Z-., Z
at Esgil Corporation. If you have any questions
regarding City Building permit procedures, please
contact Carter Darnell at the City of Carlsbad, 2075
Las Palma-R.Dr., telephone 619/438-1161.
ThaAk you.
Enclosures:
2.
I
2/14/90
BUILDING PORTION BUILDING'ARack 1"VALUATIO~'.-
I-'.,ULTIPLI7R
VALUE
Air Cond-itioninz
Commerci-a I
Residen-tial
'Res. or Comm'.
Fire Sprinklers
Total Value 0
Date i Jurisdiction CARLSBAD ,
Bldg. Dep,.t.
VALUATT C ON.AND PLAN HECK FEE C] Esgil
PLAN CHECK NO.
~BUILDING ADDRESS
APPLICANT/CONTACT PHONE'NO. 015~~
BUILDING.00CUPANCY DESI GNER PH'ONE
TYPE OF CONSTRUCTION CONTRACTOR PHONE
BUILDING PLANCHEC'K
ENGINEERING -CHECKLIST
DATE ITEM COMPLETE
PLANCHECK NO. ITEM'INCOMPLETE
1 _'2 -3
NEEDS YOUR ACTION
S N wR ITEM SELECTED' ..T 'D D
Z~2zl 0&~ Alcc>/911- C C~ C PROJECT' I D:
H .-H. H
E E E LEGAL REQUIREMENTS
C C
K K K Site, Plan.
1. Provide a f~lly dimensioned site pl -an -drawn:-to sc ale. Show:-
-north arrow, property .116 e ift s existing and proposed
stfuctures;', re stin street i m
—21'w i d n d dimen sioned setbacks.
T 'I F 'Sh I -";ni-',~leyLuiDnsda—d'~ati~on
o s_ finish , rade. ~adjacent ' to bu Q existinq.,. wy, a. 1-cA _1_ topogr4p1h -I lines x st n and ro osed s-1 o 6—er~ <1ci-v —ev-Xy-
-with, erce't' % and ra-ina n a t:t
El '3.1 ..Provide llegal dqscription,,and Assessors Parcel Number.-
Discretionary Approval Compliance
-4'- -sc'retionary approvals were requi . ~ed ,,No Di
Project complies-with al)' Engineeri.n'g C onditions of Approval,
, ~for Project'N6 .41
Project does not compl with the following Engineering y
Conditionsof Approval for Project No;'
-ed w Conditions compli ith"by: Date-
F fel d Review
7.- Field'review completed. No issues "rai sed.
8. Field Revi ew,compl eted. The following issues or discrepanciesf'..
with the site plan were found:
Silte lacks adequate 'public improvements.
Existing dra'inage improvements not shown or in conflict-
with site plan.
Site is served by overhead power lines..
Grading is r ad o' to access site, create p, r*provide
for ultim-ate'street-improvement.
-FRk'db 1 o. DH - 0.8/29/89
access '.visibility E 8 i be' pr6bl.ems 'exist. Provide onsit e
V tuenaround or~engineered Solution to—problem.
Ot'her,:
Dedication Requirements
i,;,;,9. 'No dedi,cation required.
10. Dedication,'required.. P,1,,,e a s e h'ave'a r6gistered Civil Engineer"
or Land Surveyor prepare the aOpropr,iate. legal description,.'-,
to gether with an 8~ X, -, 11 ma and submit with A title. , 4P
tt p si report and the required proce's *ng ee. All eatemetif doc'uments~
pprov
:must be a ea and signed' by owner(s)'prior'to issuance of,
Building Permit: The description of' the dedication' i s. as
fol 1 ows" --------------
Dedication.complete~d,`Date: BY:
7
Improvement Reguirements
11 No public -1 m'p'rovem*en'ts
'
~equired.' SPECIAL NOTE: Damaqed or.
def ect'i ve i morovements - ~bund adi atent . to 'bu i 1 d:i nq s i te mu s
be repairdd to the- sat) s f act 1 on 'of the City inspector prior
to occupancy.,
12.-
Jj
Public improvements required.' Th i s project r equirei'
construction of public, iMp.rovementi pursuant to Section 18.40-
of the '.City Codd. Pl ease' have'. ~a regi ste~ed Civi 1' Ingineer.
prepare.appr6priate improvement plahs-and subm'it..for'separate
pl an'check :,process through 'the' Engineering. Department.
Impr,ove.ment. plans' mustobe approved, appropriate. securities~
._posted,and fees paid prior to issuance of permit. The,required..~
-Improvements are.
Improvement.p ans sig ned' Date: By:
FR~0010.DH 29/89
Improvements are required. ~Construction of, the, public' impr.ovements may be deferred in'iccordance -with Section 18.40.
of the City Code. Pl eis.-e submit i letter,requesting deferral'
of the required improv ements together with a recent title,'
' ' report on the propertyand the appropriate processing fee so
we may prepare the 'necessary Future Improvement Agreement..,
The Future Improvement Agreement! ~ust be signed' notarized and%~
approved by'the City-'pr1or to iis-uance.of a Building Permit.
Future Improvement A#eemen't compl,eted,: Date
By.
Grading -Requirements
..... &-~-13a. A"Inadequate information avail:able on site plan to make a-
determination on.-gra8ing requirements. ?lease provide more
detailed proposed and, existing elevations and conto
—Q-1 —qaL anti tie accurate estimates of theCgra ing tie
ill, impor expor
a R-A D 43
~ion N grading required-as determined.by the in~or-ma provided,* 14. 0
on the sitd plan.
15 Grading Permit requir6d., A separate grading'plan prepared by
a registered Civil Engineer must be submitted for separate
plan check'and'approval 'through, the Engineering Depar ment.
NOTE: The Grading Permit must be issued and-grading:
substantially 'complete 'and found acceptable to the City'
'Inspector prior,to iss'u~nce of'Building'.Permits.
Grading inspector sign 6ff.,Date: By:
Miscellaneous Permits
v-1 6 . Right-of-Way Permit not.'required'.
Right-of -!Way Permit required. A'separate Right-of-Way Permit'
issued , by the Engineering, Department is required 'for the,, following:
Sewer Permit' is not required.
_19.* Sewer Permit As required. A Sewer Permit is required;
concurrent with Buildin4 Permit issuance. The' fee required
is noted below in the fees section.
'~2 0 Industrial' Waste Permit~kis not eequi red.
FRM001O.DH, 09/29/8S
21'. Andusth.al Waste,Permitis' requ i r;dd.:. Ap" lic must 6"~ p a c mp e 1
'triii .I ndu s Wast6 Permi,t"Appl i.c4hti on' Form and s u bm' t". f o r '.0 i ty,
a0p,rbVal Prior, to' issuance of Building Permilts'. Pe*rmi t S must j issued"prior to,occupancy
'Indu' strt'al 'Waste Permit. accepte
Date -By:
-F e4~. R'Oduired
Q,1A i2 Park i n:-,LieU Fee %
e e Quadrant::,4 -,,Fe p r~' Un i t: Total,Fee:,
2 3. T'raffic Impact Fee
F ele Per" U n i t JotAl Fee 44.
94~k2C nd -Thoroug A*1 Bridge~a fif~re"~e
-Fee- per- UM,t: ,Tota,l Fee.
4~.2~. Pu6 lic Faci1ities Fee.reqUire'd.
2 6 Fa-cilitles Manageme "e" Zone: Fe Fee.. .nt
A///~ 2 7 S&Wer Fees' Y6rmi t No. EDU's.
Fee:
Sewer Lateral requfred.,~
F ee:
REMARkS: to MS,
0/) O~le
ENAINEERING AUTHORIZAIION -TO ISSUE -PERMIT
BY Date:
FRMOOIOI.DH -08/29/89
4
PLANNING;.CHECKLIST'.'
j ax ~Pla.n Check..No. ~Addr' ss e
APN:
Planner ON& Phone 438-1161
(Name) A0
Type--of Project'and Use
Zone~ Facilities Mafiag~ment1one
Legend
U
U
U
U
C, Item Comple~te C
0. 0-
Item Incomplete Needs your action
I t 2, 3 Number i ni circle indicates plancheck number that deficiency , was identified
M~ r_1 Env i ronmental. Review..Required:'."'YES NO TYPE
DATE OF'COMPLETION:,'-1,1,
Compliance-with conditions.of approval? 'I f not, state conditions wh.ich
requi.re action'_~..
Conditions-6f Approval -
Discretionary Action Required: iES NO -TYPE
APPROVAL/RESO. NO..' DATE:
PROJECTM.-
OTHEIR RELATED, CASES --
Compliance with conditions state, condi,tioins of approval.? If no'- whkh
require action.
Conditi ont of Approval
Coastal: 'YES NO --DATE-OF APPR'OVAL:
Compliance with conditions-of-approval?- If not, state conditions 0 which
require action.
Conditions of Approval~,,
2-
TIC
,Land~cipe P!ah`,-Requirej:__';'YES NO
See attic~6d 's ubm ttal"Tequiremeints for landscape plans
S te~ 0.1
N.
F7 Provi'de fuli d y Idimensione site pli~ drawn to scale. Show: 1 oirf h ""-arrow., _~.property 111nes., ea N sements, existing and proposed
structures,~ streets.,,, existing street improvements,, right-6f-way
width '~nd.,~'dime , nsioned~.~etbacks..
2: Show:on*
'
Si ie Pfan— - -Fi ni sh f 1 oo~ el eva't'ions, elevations of finish
grade-a'djacen't- to-66ilding, existing topographical 1 ines, existing
and, op -Proposed sl - e~,and driveway.
Py"ov i de,',l e' al,.-des r i [11:1 El _g c ption of property.
Fi F-1 11", P~ovid'~~'a"sse~~br,.§i~04t-cel number.
I~il 0 .
%Zon i n
o o 7 1. Setbacks':
Required Shown ~F~ont:,
Int 7Si-ddL JRequi red Shown'
t re 0 t' S i d e :,",:4 i% Requ i red Shown S r
Re'ar --~~-:~'-';-Requ i red Shown
Aequired Shown Lot-coverage:,.
3, ...... 1, e', h t A ig -iRequired Shown
_IZZL
4. Parking.: ;Spaces Required Shown
"~p~aces Required Shown
~---,-.Addiltipn
,
al.,; comiwnt~ 71.zad..*Y'~Cma~ks -have been made on the building plans.. These
.marke'd-,,.u0. p tr~y 60 ~Itkedt,up at the Building Depa'rtment. These marked- up, -plans~must be-:-resubmitt6d -wilth the*revi.sed plans for this project.
-pl'ans 6~en, ar -Have In ked-u'o? `-YES NO
0 FI F9 -Additional ~Com~e6ts
44-
01( T07ISSUE DATE
PLNCK.FRM