HomeMy WebLinkAbout2407 GRANADA WAY; ; CB931055; Permit1
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- ' •.B U I L.DI ['LG P E R N I T Permit No: C13931055
11/22/93 11:43 Project No: A9301496
Page 1 of 1 Development No':
Job Address: 2407 GRANADA WY Suite:
Permit Type: RESIDENTAL ADD/ALT
Parcel No: 167.-382--3500 Lct#:
tl 1 4- - - va.LUa-ion.• -
Construction Type':. vi 924 11'22/94. 0001 101 02
Occupancy Group: R3 Reference#: btátus: ISSU'ELJ
Description: 264 SF BATHROOM AND BEDROOM . Applied: 09/30/93
Apr/Isue: 11/22/93
Entered By: DC
- Appl/Ownr : FUNKHOUSER, DAVID R. 619 720-9675
1281 MAGNOLIA AVENUE ' --
CARLSBAD, CA 920
*** Fees Required Ak es 1 cted & Credits
-
'Fees: 495.0 -
AdjUStments a : .00
Total Fees: 50/ /tal Pvt}s: 146.00 -
Balan e ue: 349.00
Fee. dlescriptiop'
__:_! ___ =--.i: nitExtfee Data
Building Per
'
mit,., 2400
Plan Check 158.00
Strong Motion Fee . . - 2.00
*,BUILDING TOTAL'
Enter HU f'or Pluming Iss e - 20.00 1
Each Plumbing Fixtu e or Tr pA > - 3 7. 0 21.00
-Each Install ate' -i - INORPORATED 7. 0 7.00.
* PLUMBING TOTAL 1952 48.:00
EnterY" for Electric Is Fe 10.00 -Y
*ELECTRICAL TOTAL .20.,00
Enter. 'Y' for Mechanical-Iss Fee> 15.00-Y
Irsta1l-Furn/Ducts/Heat Pumps •1, 9.00 -
*• MECHANICAL TOTAL - '
-'
24.00
p. - - • .-. - - . -
APPROVAL O, DATE
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[NS
TI
' ; - - - - '- . -•
-. CITY OF CARLSBAD
-. - - -
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
•
- -' -
I A . PERMIT APPLICA ON
City of Carlsbad Building Department
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 :
I - ,
1. PERMITTYPE
A - U Commercial U New Building U Tenant Improvement
- B - 0 Industrial 0 New Building 0 Tenant Improvement
C - 0 Residential 0 Apartment 0 Condo 0 Single Family Dwelling Addition/A1teration
0 Duplex LI Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing
O Mechanical 0 Pool 0 Spa 0 Retaining Wall 0 Solar LI Other__________
11
PLAN CHECK NO. 9 -/V$5
EST.VAL 9 5/2 Lt Ct6
PLAN CK DEPOSIT
VALID. BY
- 2. DATE
,74
4109 09/30/93 0001 01 02
C-PR'MT 146-00
2. PROJECT INFORMATION I FOR OFFICE USE ONLY
Address '2401 4uilding Or4 No.
Nearest Cross Street
LEGAL DESCRIPTION Lot No. Subdivision Name/Number. . Unit No. Phase No.
. /3, •fft/$ 5,41) 7 ( 1 C I2 €'4'/tL.. M9n m Pr 1P # / CHECK BEWW IF SUBMITtED: ,
02 Energy Calcs 02 Structural Calcs. 02 Soils Report 131 Addressed Envelope
DESCRIPTION OF WORK /7fZ90f4 /.)/710&i .
SQ. FT. Z 4 42 . • # OF STORIES I
J. UJNIACI P!!.RJN (ii different from applicant)
NAME . . ADDRESS
CITY STATE ZIP CODE DAY TELEPHONE
NAME /OøJj C J&(Zt..&&/ ADDRESS 9>4 U/A444(Z.7'ft-
CITY CftI24S 8,4b STATE C*- ZIP CODE '72006 DAY TELEPHONE 729-
PROPERTY OWNER
NAME ,7) r7// rMV)/tw 7/Z. ADDRESS 2477 6&AOAbft 'JA-/
CITY Cft/7..5 8,9-0 STATE C4- ZIP CODE 92O0 DAY TELEPHONE '72
CX)NTRACTOR
NAME Dbmts IFL. Fi4l4busM COHT CO. ADDRESS- 17-If / A6O-\ ,AJE
CITY C A jlt.S (3,C STATE A. ZIP CODE qZo3 ' DAY TELEPHONE 7Z-o
STATE
kG-
LIC. # LICENSE ClASS CITY BUSINESS UC. # ILI
IJE.I..r1N11fl. 11IttIVLZ. /kUU1tt.
CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. #
. WORKEHS WMPENSAflON -
Workers' Compensation Declaration: I hereby altirm that I have a certificate 01 consent to sell-insure issued by the Director ol Industrial
Relations, ora 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 STTE 'b POLICY NO. I36 )6- 93 EXPIRATION DATE
so as to become subject to the Workers' Compensation laws of California.
SIGNATURE DATE
OWNER-BUILDER DECLARATION
A5wner-Builder Declaration: I hereby affirm that I am exemot from the Contractor's License Law br the bnllnwinc, re,c,in
0 1, 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. , wever, the building or improvement is sold within one year of completion, the owner-builder will have the burden
of proving that did n t build or improve for the purpose le.).
I, as owner the prope , am exclusively contracting licens contractors to construct the project (Sec. 7044, Business and Professions
Code: Contractor's cense Law does not appl an owner o property who builds or improves thereon, and contracts for such projects
wi ontractor(s) licens pursuant to the tractor's License w).
am exempt under Section Business and Pr essions Code for this reason:
(Sec. 7031.5 Business and Professions Code: Any City or County ich requi~aperrnit to construct, al ' ye, demolish, or repair
any structure, prior to its issuance, also requires the applicant for suc rmit si ent that he is licensed pursuant to the
provisions of the Contractor's License Law (Chapter 9, commencing with of Division 3 of the Business and Professions Code)
or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit
subjects the applicant to a civil penalty of not more than five hundred dollars [$500]).
/SIGNATURE DATE - -
COMPLETE THIS SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
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?
DYES ONO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
DYES . ONO'
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
DYES 13 NO
IF ANY OF ThE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED AFTER JULY 1, 1989 UNLESS THE APPLICANT
HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION (X)N11IOL DISTRICF.
- - 9. CONSTRUCTION LENDING AGENCY -
I hereby aUirm that there is a construction lending agency for the performance 01 the work for which this permit is issued (Sec 3097(i) Civil Code).
LENDER'S NAME • LENDER'S ADDRESS -
10. APPLICANT CERTIFICATION
1 certify that I have read the application and state that the above information is correct. I agree to comply with all City ordinances and State laws
relating to building construction. I hereby authorize representatives of the City of Carlsbad to enter upon the above mentioned property for inspection
purposes. I ALSO AGREE TO SAVE INDEMNIFY AND KEEP HARMLESS THE GuY OF CAJUSBAD AGAINST ALL LIABILITIES, JUDGMENTS1 COSTS
AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID LIlY IN CONSEQUENCE OF ThE GRANTING OF THIS PERMIT.
051-IA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height.
Expiration. Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the
-• - building or work authorized by such permit is not commenced within 365 days from the date of such permit or if the building or work authorized by
such permit is suspended or abando ed at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code).
.2 IGThR - ' • • - -
• DATE:_______
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WHITE: File OW: Applicant PINK: Finance
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T;. CITY OF CARLSBAD. ..
. INSPECTION REQUEST -.
PENIT# CB931055 FOR 04/13/94 INSPECTOR AREA PD
-DESCRIPTION:264 SF BATHROOM AND BEDROOM PLANCK# CB931055
0CC GRP R3
TYPE:' PAD - - . '. CONSTR. TYPE VN
JOB ADDRESS: 2407 .GRANADA WY -- STE: LOT:
APPLICANT:: FUNKHOUSER, DAVID R. PHONE: 619 720-9675
CONTRACTOR: . . . . PHONE:
OWNER: . . . PHONE:
REMARKS: MH/DAVE/72-0-9675 INSPECT _____________
SPECIAL INSTRUCT:--
TIME:
' i:-: - •.; S
- .
CD LVL DESCRIPTION ACT COMMENTS
19 ST Final Structural
29 . -..PL Final Plumbing . .
-39.- -.EL Final Electrical . S
49 ME Final: Mechanical
*****,.INSPECTION HISTORY *****
DATE SDESCRIPTION . ACT 'INSP ..COMMENTS .
122993 Interior Lath/Drywall AP •PD
-122993. Exterior-Lath/Drywall AP PD
122393. Insulation • AP PY
122093 Rough Combo AP PD
.121093 Roo-f/Reroof . S AP PY .-
- 120293 Ftg/Foundation/Piers - AP PD
120193 Underground/Under Floor AP PD. -
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PLAN N) — / o.5~'
-
*
. Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform
I JURISDIC7109: CTrT OF CARLSBAD 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
TO regulations enforced by the Building Inspection
Department You may have other corrections based
on laws and ordinances by the Planning Department,
Engineering Department or other departments.
Present California law mandates that residential
- S construction comply with Title 24and the following
•
S..
model codes: -
1991 UBC-(eff. 8/14/92)
- - 1991 UPC (eff. 8/14/92)
1990 NEC (eff. 7/1/91)
PR WECT ADOS: 1991 UMC (eff. 8/14/92)
i,11A The above regulations apply to residential
construction, regardless. of the code editions
FLOOR AREA:__ adopted by ordinance.
STORIES:- 'I The circled items listed need clarification,
- modification or change. All items have to be
' U: satisfied before the plans will be in conformance
with the cited codes and regulations. Per Sec.
RJDARXS: S.EV1LoA&• _ 303(c), 1991 Uniform Building Code, the approval of
-, .: - the plans does not permit the violation 'of any
S
- state, county or city law.
To speed up the recheck process, _noteon this list
- (or acov)_ where each correction item has been
PLAN(wicICN r - addressed i.e.._ plan sheet, _specification, etc. Be
CITY (W CARLD suretoenclose themarked up _list when yousubmit
SINEa.E- FAN= AND DUPLEX DHELLUM the •revised plans. .- S
Date plans received by jurisdiction
Date initial plan check completed
•• _By: ___- , • -
- Applicant contact person: . - - - * ,•
Telephone 27_g-Flo2_ t.
*IE PAGz NtJS ARE )T II =Qumm AS PAGES ELAvim N) rums xmin com5mmoms WE DF1T
List No 2, Carlsbad Single Family Dwelling and Duplex With All Supplements (1991 UBC)
-5- S.
- -i
-- PLA1CS Show on the title'sheet all.structures, pools,
- . walls, etc. included under this application.
1. Please make all corrections on the original Any portion of the project shown on the site
tracings and submit two, new sets of prints, to: plan' that is not included with the building
permit application filed should be clearly
identified as "not included."
ff j.
'
Clearly show if the lower level is a basement
- or a story, based on the definitions, in
2.. Please make all corrections on the original Sections 403 and 420. Plot the finish grade
-
, . tracings and submit 'two new sets of prints, to: . (as. defined) on the elevations and dimension
. .- . . the distance to the floor' above, for story
The jurisdiction's building department. determination.
.
- 3. Indicate on the Title Sheet of the plans, the . 12. On the cover sheet of the plans, specify any
- name of the legal owner and name of person items requiring special inspection, in a
responsible for the preparation of the plans. format similar to that shown below or sticky
Section 302(a)7. ' back.' '
' 4. i/;All sheets of plaits must be signed by the ' REQUIRED SPECIAL INSPECTIONS
= ' person responsible for their preparation. In addition' to the regular, inspections, the
• (California Business and Professions Code). . following checked items will also 'require -
, . . Special Inspection in accordance with Sec. 306
5 Plans, specifications and calculations shall be ' of the Uniform Building Code.
'signed by the California state licensed
. engineer or architect' responsible for their ITEM REQ. IF REMARKS preparation, for plans deia,ting from CHECKED
conventional wood frame construction. Specify SOILS COMPLIANCE
-, expirati')n date of license. (California PRIOR TO
- Business and Professions Code). ' FOUNDATION INSP.
6. Specify on the Title Sheet of the plans the STRUCTURAL CONCRETE • gross floor area of each elemet of this .. , OVER 2500 PSI
project including dwelling, garage, carport,
patio, deck and balcony. Section 302(d). PRESTRESSED ST.
- .(7. )Provide a statement on the Title Sheet of the FIELD WELDING .
. ...- plans that this project shall comply with Title
24 and 1991 UBC, UNC and UPC and 1990 NEC. - HIGH STRENGTH BOLTS
5__
8. Submit fully' dimensioned plot plan drawn to . ' EXPANSION ANCHORS
scale showing location, size, and use of all
' existing and proposed structures o1i the lot. SPECIAL MASONRY
- Identify property lines and show lot dimensions
• and all easements. Show location of all cut or ' SPRAYED ON FIRE '
fill slopes. Show finish floor elevations and PROOFING
- show elevations of adjacent finish grade. •
Show drainage patterns with minimum slopes. • PILES/CAISSONS - • Section 302(d). - •-• ' -
. . •
.
.
. DESIGNER-SPECIFIED
Indicate distance from property lines to
- proposed construction. Section 302(d). OTHER • . fl..
-' . • 13. Exterior walls closer than 3 feet to property
•. '• . lines shall be one-hour rated construction and
, • • have no openings. Table 5-A.
•
14. Exterior walls closer than 3 'feet to a 23. Sleeping rooms shall have a window or exterior
property line shall have 30 inch parapets when door for emergency exit. Sill height shall
the floor area per floor exceeds 1,000- square not exceed 4411 above the floor. The window
feet. See Section 1710 for possible exception. . must have an openable area of at least 5.7
square feet with the minimum openable width
15. including eaves, may not extend ,Projections, 20" and the minimum openable height 24".
I more. than .12 inches into the 3 foot setback . Section 1204.
- from the property line. Section 504(b).
- .
.
24. Basements ir dwelling units shall comly with
16. Eavesover required widows shall be not less the above (even if not designated as sleeping
: than 30 inches. from the side and rear property . rooms). Section 1204.
lines. Section 504(a). - -
- 25. Window area must be,-at least 1/10 of the floor
17.' Projections, including eaves, shall be one-hour area and a minimum of 10 square feet per
fire-resistive construction, heavy timber orof -Section1205 (b). Appears to be deficient in
noncombustible material if they project into
the 3' setback area from the, property line.
Section 1711.
18. Plastic skylights- shall-notsbe installed within 5 -
-. that - pbrtion of -a roof located within a - 26. Openable window area in habitable rooms must
distance to property line where openings '.in be 1/20 of the floor area and a minimum of -5
exterior walls are prohibited or required to be square feet. In bathrooms, laundry rooms, and
protected. Section 5207 (a) 7. . . similar rooms 1/20 of area is required and
minimum is 1.5 sq. ft. Section 1205 (c).
19. Show locations of permanently wired smoke
detector with battery backup: - 27. At least 1/2 of the coon wall must be open
' a. Inside each bedroom. . ' and have an opening not less than 25 sq. ft.'
b. Centrally located in corridor or area nor one tenth of the floor area of the
giving access to sleeping rooms. interior room if light and ventilation is
'c. On each story. being- supplied from an adjacent room.
•' d. In the basement', if part of the dwelling Section 1205 (a).
unit.
,4 e. - When sleeping rooms are upstairs, at the - 28. Required windows shall not open into.a roofed
upper level in close proximity to the - porch unless the ceiling height is at least 7
- stair. ' • feet, the longer side is at least 65% open,
f. In rooms adjacent to hallways serving - and the porch abuts a street, yard or court.
bedrooms, when such rooms have a ceiling Section 1205 (a).
-. height 24 inches 'or more above the
ceiling height in the hallway. 29. Provide mechanical ventilation capable of
Detectors shall sound an alarm audible providing five air changes per hour in
C .fl sleeping areas of the unit. Section bathrooms, water closet compartments, laundry
rooms and similar rooms if required openable-
- windows are not provided. Section.1205 (c).
20. When the valuation of a room addition or
repair exceeds $1,000, or when sleeping rooms 30. Note that the discharge point for exhaust air
are created, smoke detectors shall be provided - will be at least '3 feet from any opening into
-at existing bedrooms per item 19 above, the building. Section 1205(c).
- Section 1210. .
31. . Ductless fans cannot be used in bathrooms if a
GENERAL 1D)flAL RFiJixvTS tub or shower is present. Section 1205(c).
- - - 21. Habitable ,rooms, other than kitchens, shall 32. Show that ceiling height for habitable rooms
contain at least 70 square feet of floor area. is a minimum of 71 6". Section 1207 (a).
"At least one room shall have not less than 120
square feet of floor area. Section 1207 (b). - 33. Show ceiling height for laundry rooms, -
- .''-" hallways, corridors, and bathrooms is a
- - No habitable room, other than-a kitchen, shall .22. minimum of 710". Section 1207 (a). • be less than 710" in any dimension. Section - 1207 ( • 31.. Dimension on the plans 30" clear width for
42. Garages are ndt permitted to open into a room
used for sleeping purposes. Section:1104.
73. An occupancy separation isnot 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.
"'
Th. -. Show' garage 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: 4aximum 'shear panel, height-to-width
ratio is 3 1/2 to 1 for plywood. Table 25-I.
Doors may open into the garage only if the
floor or, landing in the garage is not more than one inch lower than the door threshold.
Section 3304 (i).
'+• ---- •,
'. -
Provide an 18" raised platform for any FAU,
, • water heater, or other device in the garage .-which may generate 'a 'flame or spark. UMC
Section 508, UPC Section 1310 (a).
-
-' FOUNDATION KiiKu!1S
77. Per soils report, note on the plan the soils
classification, whether or not the soil is'
• expansive and the allowable bearing value.
Section 2905 (c).
-. 78. The foundation plan does not comply with the
soils report recommendations for this project.
Please review the report and modify design,
notes and details as required to show
compliance:__________________________________
79. Provide notes on the foundation plan listing
the soils' report recommendation for foundations, slab and building pad preparation.
'• 80. -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:
1. The building pad was prepared in
accordance with the soils report,
:2.,1 The utility trenches have been properly
backfilled and compacted, and
3. The foundation excavations comply with
- .the intent of the soils report".
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 th'e
recommendations in the soils report are
properly incorporated' into the construction
documents (when required by the' soil report).,
Show height of all foundation walls. Chapter
23.
Show height of retained earth on all
foundation walls. Chapter 23.
If cut or fill slopes exist, show distance
from foundation to edge of cut or fill slopes
and show steepness and 'heights of cuts and
fills.
Chapter 29. '
Not 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.. Section 2905 (f).
87,. Dimension foundation per U.B.C. Table 29A:
Floors ' Footing
Supported* Stenwall Width Depth Thickness
1 . 6" 12" 12" 6"
-2 8" 15" 18" ' 7"
3 10" 18" 24" 8"
Foundations may support a roof in addition'to the.
floors. Where only a roof is supported, use
foundation for one floor.
Show foundation sills to be pressure treated,
or equal. Section 2516 (c) 3. -
Show foundation bolt size and spacing.
Section 2907 (f).
Specify size, I.C.B.0. number and manufacturer.
of power driven pins and expansion anchors.
Show edge, end distances and spacing.
Section 302 (d). .
If required, show size, embedment and location
of hold down anchors on foundation plan..
Section 302 (d). '
If hold downs are required, note on plan that
hold down anchors must be tied in place. prior
to foundation inspection. Section 305 (e) '1.
Show adequate footings under all-bearing walls
and shear walls. Section 2907 (b).
115. Specify nail size and spacing for all shear 127. Show location of attic access with a minimum
" walls, floor and roof diaphragms. Indicate size of 22"x30", unless the maximum vertical
required blocking. Maintain maximum diaphragm headroom height in the attic is less than 30".
dimension, ratios. [Tables 25 I, 3, K and Access must be provided to each separated
Section' 4714 (d)]. - attic area, shall be located in a hallway or
other readily accessible location and 30"
116. Provide 'truss details and truss calculations droom clearance is required above the
for this project. Specify truss identification opening.' Section 3205(a).
numbers on the plans.
'S 128 Show location of attic access with minimum
. 117. Show 1/2" minimum clearance between top plate size 22" x 30". Section 3205.
. of, interior partitions and bottom chord of
trusses. (To ensure loading will be as 129. Detail 'truss layout for 30" x 30" attic
designed). . access, if required. for equipment in the
attic, and detail 30" x 30" clearance through
- 118. Provide roof framing plan and floor framing truss webs. I
plan. Section 302 (d).
130. Specify plywood and/or particle board
119. Provide framing sections through thickness, grade and panel span rating.
Table 25-S.
... . ,
131. Show plywood sheathing over exposed eaves, or
other weather exposed areas, is "bonded with
• Section 302 (d). . exterior glue." Plywood used for' exterior
wall covering shall be the exterior type. 120. Specify all header sizes' for opening over 4' . Section 2516 (i), 2516(g)3.
• wide. Section 2517 (g) 5.
- . 132. When roof pitch is 'less than 3:12, design
121: Provide calculations for main vertical and ' ridge as,a beam. Section 2517 (h).
Ic horizontal' framing members and post footings. -
Section 302 (b). ' " 133. Ridges, hips, and valleys shall be at least
one size larger than supported rafters."
122. Provide calculations for lateral loads, shear Section 2517 (h) 3. panels, . shear transfer and related. Section
302 (b). , ' 134. In open beam construction, provide strap ties
-
' across the beams , at the ridge support.
123. In Seismic Zones 3 and 4, the allowable shear Section 2501 (b).
wall values for drywall 'in Table 47-I must be
reduced 50 percent when 'considering earthquake '
' 135. If foundation cripple wall studs are less loads. This' does' not apply to wind loads, than 14" high, framing shall' be solid Footnote 1. , ' blocking, or sheathed with plywood. Section
- 2517(g)4.
124. Show on the plans all structural requirements
developed in the structural calculations. 136. Cripple wall studs exceeding 4 feet in height
: Section 302 (d). (See comments below or at shall be 3 inch by 4 inch or 2 inches by 6' end.) ' inches when supporting 2 stories.
Section 2517 (g) 4 125. Columns and posts located on concrete or
masonry floors or decks exposed to the weather ' 137. Note on the plans that "all weather-exposed
.' or to water splash or in basements and which- surfaces shall have a weather-resistive
support permanent structures shall be barrier to protect the interior wall covering
supported by concrete piers or metal pedestals and .that exterior openings shall be flashed in
projecting above floors unless approved wood , such a manner as to make them weatherproof".
of natural resistance to decay or treated wood Section 1708.
•'. is used. Section 2516 (c) 4.
MECHANICAL (UN]7C1 MBANICAL CODE) 126. Individual concrete or masonry piers shall
. ' project at least 8 'inches above exposed ground All heating, ventilating, and cooling systems and
unless the columns or posts which they support appliances shall comply with the Uniform Mechanical
are of approved wood of natural resistance to Code.
decay or treated wood' is used.
• Section 2516 (c) 4.
- -'
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•
' -
, Co4ac-'(- c4 ?
5/22/92 ' ' ' ' '8,
94. Show on the plans stepped - footings for slopes
steeper than 1:10. Section 2907 (c).
Show minimum- 18" clearance from grade t
., bottom of, floor joists and minimum 12"
clearance to bottom of girders. Section 2516
(c) 2.
. -
.96. ';:Show pier size, spacing and depth into
undisturbed soil. Table 29-A.
97 Show minimum underfloor access of 18" x 24'
- Section 2516 (c)2.
.98. 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.
FRANDIG
99.' Show wall bracing. Erery 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.
100. In 2-story buildings, shear panels at the
- • first story (at least - 48 inches in width)
-zi shall be located at each end or as near
-, thereto 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.
101. Note cross bridging or blocking. Floor joists.
- - and rafters 12" or more in depth shall be
supported' laterally by bridging at intervals
-,- •- not exceeding 8 feet, unless both edges a.re
.- .held inline.. Sec. 2506 (h).
102 Show blocking at ends and at supports of floor
-. - -' - joists, rafters and trusses at exterior walls.
' Section 2517 (d) 3, 2517 (h) 7.
103. 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.
1047 Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center and be just
above the ceiling joists, where rafters and
ceiling joists are not parallel. Section 2511
,-.- -(h)5.
105. Show rafter purlin'braces to be notless than
45 degrees to the horizontal. - Section 2517 (h) 6.
106. ShOdouble top plate tith- minimum 48" lap rei Section 2517 (g) 2.
l07- w nailing will be in compliance with Table
108. Show or note fire blocks at the following
- locations per •Section 2516 (f):
In concealed - spaces of stud walls and
partitions, including furred spaces, at
the ceiling and floor levels and at 10
foot intervals both ,vertical and
horizontal;
At all interconnections between concealed - vertical and horizontal spaces such as -
occur at soffits,' drop ceilings and cove
ceilings;
C. In concealed spaces between stair
stringers at the top and bottom of the
- run and between studs along and inline
- with the run of stairs if the walls under
the stairs are unfinished;
In openings around vents, pipes, ducts,
chimneys, fireplaces and similar openings
which afford a passage for fire at
ceiling and floor levels, with
noncombustible materials; and
At openings between attic spaces and
chimney •chases, for factory-built
chimneys.
109. In duplexes, draft stops shall- be provided in
floor-ceiling assemblies and attics in line
- with walls separating units and separating
units from coon areas. Section 2516(f)4.
110. Show, stud size and spacing. Maximum allowable - stud heights: Bearing wail: 2 x4 and 2,x 6
max. 10'; Non-bearing:. 2 x 4 max. 14','2 x 6
- max. 201. Table 25-R-3.
111. Studs supporting two floors, a roof-and
ceiling must be 3 x 4 or 2 x 6 at 16" o.c. -
Table 25-R-3. -
112. 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 2505. -
113. Detail all post-to-beam and post-to-footing
connections and reference the detail to the
plan. Section 2516 (n). • -. -
114. Detail shear transfer connections,: including
roof and floor diaphragms, 'to shear walls.
- f -4. 4 - •
- - • - - ,
4,
'-'-185. Show on the Title Sheet on the plans; the
'S
information required by the attached -.
Developmental Services Sheet 112383
)All new residential buildings, including . If you have any questions regarding these
additions, require a soils report. Please plan check items, please contact________________
submit two copies. Exception: If a room
addition is limited to one story and 1000 sq.
f8Q 39 ((61 - ft.' in area, then a soils report is not
- required. Esgil Corporation will advise the
City to place their soils notice stamp on the
plans. . If you have any questions
- - regarding City Building permit procedures,- please
187. Heavy timber framing, minimum 6" x 10" beams contact Caiter Darnell at the City of Carlsbad,
and minimum 8" x 8" post, -for the structural 2075 Las Palmas Dr., telephone 619/438-1161.
beam and column supporting the fire separation
- between the garage and living area above, is Thank you.
acceptable if shown on the plans. (city -
policy). - - -
-
Enclosures:
188 All structures require a Class B roof covering, 1
-, - except room additions. ' If a room addition - •.
- - covers all of the existing building (2nd story - -
- addition), then the above exception doesn't 2. -
apply. - - -
189. City Ordinance 9792 requires two parking 3. - - - -.
- spaces/unit with clear area of 20'x2O' i.e. no -
washing machines, etc. Show compliance. - - - .- -
nly tank-type water closets that - use an - /9 / ,. •- -
- •, average of 1.6 gallons of -water per flush or cj
- less, and urinals and associated flushometer - - - .. -
'valves, that use an average ofl gallon of I-•--t •'..!. 'J
- water per flush or less shall be installed in - - - ew construction. 'These provisions shall n - - - - - -
- - - apply to existing buildings only when toilets - - - -
are being replaced in existing bathrooms or - -
- - installed in new bathrooms. - .- -
- - )USLANXJS - -
Please seeadditional corrections, or-remarks, -
- on the following page.
192: 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. - • - .
- - 193. Please - indicate here if any changes have been - - - - -
.' made to the plans that are not a result of -
. corrections from this list. If there are - - -- - - - - othei 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. - - - -
'S -I-- - - -
5- 0
- Yes No - - - - - - -
pI S ork -
8/11/92 - - - 13
;* -
-
City of -Carlsbad '.
ii.ii.ii ii ii.• 'i s1a4. .r .'iU
,x BUILDING PLANCHECK CHECKLIST
'--. DAtE: 3 PLANCHECK NO.(i'/o -
/7
BUILDING ADDRESS: 25,to
PROJECT DESCRIPTION: -v MA -1"
ASSESSOR's PARCEL NUMBE -' EST. VALUE
ENGINEERING DEPARTMENT
APPROVAL - .• DENIAL
:- The item you have submitted for review has been Please see the attached report of deficiencies
approved. The approval is based on plans,
- marked with 0. Make necessary corrections to
information and/or specifications provided in your plans or specifications for compliance with
submittal; therefore any changes to these items applicable codes and standards. Submit corrected after this date, including field modifications, must plans and/or specifications to this office for review. be reviewed by this office to insure continued
*
- conformance with applicable codes. Please review
carefully all comments attached, as failure to
comply with instructions in this report can result in
-,
suspension of permit to build.
-• s By: . Date:_____
By: Date:-
By: Date: - S
C,
ATTACHMENTS S CONTACTPERSON
0 Dedication Application .
. 0 Dedication Checklist •- .
0 Improvement Application S •
- 0 Improvement Checklist S
NAME:_____________________________________
0 Future Improvement Agreement
-. S.' • - . S • ADDRESS:________________________________
- . S PHONE:__________________________________
P:docs\chkIst\bp0001.frm - REV 6/5/92
-
2075 Las Palmas Dr. • Carlsbad, CA 92009-1576 • (619) 438-1161 • FAX (619) 438-0894
i4\
BUILDING PLANCHECK CHECKLIST
SITE PLAN
1s/nd' 3rdV
E?1 D 0 1 Provide a fully dimensioned site plan drawn to scale Show
• : A. North Arrow D. Property Lines Easements
. B. Existing & Proposed Structures E. Easements
C. Existing Street Improvements F. Right-of-Way Width & Adjacent Streets
0 0 2 Show on site plan
's A Drainage Patterns C Existing Topography
16 B Existing & Proposed Slopes
0. 3. Show on a section drawing or include a note stating that there is a minimum of 6"
- difference between the finished floor and the finished grade elevation adjacent to the
structure
0 0 4. Include note: "Surface water to be directed away from the building foundation at a 2%
gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)
.. . 1 •
/El
Ongraded sites, the top of any eerior foundation shall eend above the elevation
of the Street gutter at point of discharge or the inlet of an approved drainage device
a minimum of 12 inches plus two percenV' (per 1990 UBC 2907(d)5)
0 5. lncl
•
ude on title sheet.
A Site address
- • B. Assessor's Parcel Number • .
C Legal Description
-
. • •
For commercial/industrial buildings and tenant improvement projects, include: Total
• building square footage with the square footage for each different use, existing sewer
• • •• • - permits showing square footage of different uses (manufacturing, warehouse, office,
etc) previously approved
EXISTING PERMIT NUMBER •. DESCRIPTION -
- ,- .•
• • . •
44
..- •-• •
•
•
- 2
P \docs\chklat\bp000l km Page 1 of 4 REV 6/5/92
••_•",• .....1. . - -
- -
- -
BUILDING PLANCHECK CHECKLIST
-
- -
DISCRETIONARY APPROVAL COMPLIANCE
1 t/ 2nd/ 3rd../'
El El . 6 Projet does not comply with the following Engineering Conditions of approval for
Project No
Conditions were complied with by Date
DEDICATION REQUIREMENTS •
El El - 7.' Dedication for all Street Rights-of-Way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and for
remodels with a value at or exceeding $ -pursuant to Code Section
18.40.030.
Dedication required as follows
4
Attached please find an application form and submittal checklist for the dedication
process. Provide the con pleted application form and the requirements on the
checklist at the time of resubmittal
t
Dedication completed by Date
IMPROVEMENT REQUIREMENTS
El 0 El 8a'."All needed public improvements upon and adjacent to the building site must be
. constructed at time of building construction whenever the value of the construction
exceeds $ pursuant to Code Section 18.40.040.
Public improvements required as follows
Please have a registered Civil Engineer prepare appropriate improvement plans and ; r
• '. . . submit them together with the requirements on the attached cheôklist for a separate
plancheck process through the Engineering Department. Improvement plans must be
approved, appropriate securities posted and fees paid prior to issuance of permit
(_ - .
Attached please find an application form and submittal checklist for the public
improvements requirements Provide the completed application form and the
requirements on the checklist at the time of resubmittal
Improvement Plans signed by Date
(_• •r
-
-. -
•
4
- P:\dôcs\ch1d9t\bp0001.frm Page 2of4 • • • REV 6/5/92 •
V BUILDING PLANCHECK CHECKLIST
1 SW 2ndv' 3rdv',
0 El 8b. Construátion of the public improvements may be deferred pursuant to code Section
18.40., Please submit a recent property title report or current grant deed on the
property and processing fee of $_____________________ so we may prepare the
.•*VV: * . necessary Future Improvement Agreement. This agreement must be signed, notarized
and approved by the City prior to issuance of a Building Permit. V
- Future public improvements required as follows-
El 0 0 V 8c. Enclosed please find your Future Improvement Agreement. Please return signed and V
V
V
V V
V notarized Agreement to the Engineering Department. V
-
Future Improvement Agreement completed by:—
Date:
I/ El V V 8d. No Public Improvements required. SPECIAL NOTE:. Damaged or defective
V improvements found adiacent to bUilding site must be repaired to the satisfaction of
V the City Inspector prior to occupancy. V
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section 11 06 030
V of the Municipal Code. V
DV 0 V
9a. Inadequate information available on Site Plan to make a determination on grading V
V
V
V
V
requirements. Include accurate grading quantities (cut, fill import, export). V
DV. 0 V 0 9b. Grading Permit required. A separate grading. plan prepared by a registered Civil V V
V • •.
V Engineer must be Submitted together with the completed application form attached.
V •V
' V V NOTE: The Grading Permit must be issued and rough grading approval obtained prior
V
V
V
VV V: V V
V V to issuance of a Building Permit. • • V V
V
Grading Inspector sign off by Date
0 9c. No Grading Permit required. . V
V
V • • • V ••
V V - V • • V
V V
VV.(VVV••. V -. V V V
V VVSVV •V.V • • - VV
. V•
V
V CV V - •• V • V - •
V • •••
-; •V :' • V V 'V V V V •-
(VV
V
V V V •
V V BUILDING PLANCHECK CHECKLIST V V •
PAdocs\chk1st\bp0001.frm
V
Page 3 of 4 * -. V REV 6/5/92 V
- ;•. - .. - •1,
- .-,
MISCELLANEOUS PERMITS
1$t/', 2nd.v/ 3rd./ ,. .
El 10 A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or
(11 private work adjacent to the public Right-of-Way. Types of work include, but are not
limited to Street improvements, trees, driveways
A separate Right-of-Way permit issued by the Engineering Department is required for
the following
Please complete attached Right-of-Way application form and return to the Engineering -
Department together with the requirements on the attached Right-of-Way checklist, at
the time-of resubmittal.
El 'El. A SEWER PERMIT is required concurrent with the building permit issuance. The fee
is noted in the fees section on the following page
El,;! 0 INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial
- Waste Permit Application Form and submit for City approval prior to issuance of a
• -Permit. . - •
Industrial waste permit accepted by: Date
- I - '-- - -
-
I, --
•.
- • - • - -
. * ., •• -
It - .-
• - -
1• .! •' . - - . .. - - . -
-
- • - - - -•-
r -
'- --
:. -
. . . -, -- -
P \docs\chklst\bp000l frm Page 4 of 4 REV 6/5/92
CALCULATIONS WORKSHEET
- . .
EDU CALCULATIONS.EDUs
ADT CALCULATIONS: ADT's:
_'..c',•_ i.., -
.
. . /iFE
ESREQUIRED:
.
)"WITHIN CFD
El YES (NO BRIDGE & THOROUHFARE FEE, REDUCED TRAFFIC IMPACT FEE)
ENO
rj 1;,PARKINUEU FEE
PARK AREA: . FEE/UNIT: •
I
TEI.23RAFFIC IMPACT FEE •
AD Ts FEE/ADT
i Cl 3 BRIDGE AND THOROUGHFARE FEE
- ADT's FEE/ADT
-
El 4 FACILITIES MANAGEMENT FEE
ZONE: FEE/EDU
O 5 PUBLIC FACILITIES FEE
1-. •- .. . - • •
0 6 SEWER FEES PERMIT No
EDU's FEE/EDU
BENEFIT AREA: FEE $________
0 7. SEWER LATERAL REQUIRED (2,500 DEPOSIT) • • • • .•
-•,.• . •. . - •- - •
REMARKS
_,•1,__, • - . • •
• P:\docs\chkl9t\bp000l.frm - REV 6/5/92
. PLANNING Q-IEQCLIST
Plan Check No 13 /055 Address 2ci07 9 Pxa A adex
I Planner DAVID RICK --Phone 438-1161 ext. 4328 -
V
(Name) V
APN - I67-392 -35
Type of Project and Use c /54e 44ev
4 Zone -) - I W)'O Facilities Management Zone 2
Legend, V
V
Ic 1 4 Cz Item Complete
V
V•
- V
Item Incomplete. Needs-your action V
V•
4 2, 3 Number in circle indicates plancheck number where deficiency was
V , - identified
ici t Environmental Review Required: YES - NOL. TYPE
DATE OF COMPLETION: V
V V
V
•• ,•.: . •,•• V •.,'
V
Compliance with conditions- of approval? If not, state conditions which require action.
V
V Conditions of Approval.' V
V
- • V V
~Ito 0 Discretionary Action Required YES - NO TYPE
V
V APPROVAL/RESO. NO: DATE: V V V
PROJECT NO.
OTHER R.ELATED CASES:
V
V
V
V Vt •
V
V
Compliance with conditions of approval? If not, state conditions which require action
Conditions of Approval
V V
100 - Cahforma Coastal Comrrnon Permit Required YES _.NO
DATE OF APPROVAL
San Diego Coast District, 3111 Camino, Del Rio North, Suite 200, San Diego, CA. 92108-1725
(619)521-8036
V
• Compliance with conditions' of approval? If not, state conditions which require action.
V V
Conditions Vof Approval -
V'VV
.2 C3 0 ndspe Plan Required NO
See attached submittal requirethints for landscape plans -
Site'PL-m-
M 1. Provide a fully dimensioned site. plan draWn to scale. Show: Nórth
arrow, property lins,eaements, existing and pioposed structures
streets, existing street improvements, right-of-way width and.
dimensioned setbacks.
0 2 Show on Site Plan Finish floor elevations, elevations of finish grade
adjacent-to building, existing topographical lines, existing and prbposed
slopes and driveway.
0 3 Provide legal description of property.
C) C) V V 4• Provide assessor's parcel number. - V
/ Zoning:
I L•
0 0 1 Setbacks
I •. S
Front: -
V Required 10 Shown
Int. Side Required Z' Shown g S'
Street Side Required&W'.Shown "ø
- Rear Required / q'ShW '
0 2 Lot coverage Required Shown
Ci~ C1 • 3. V Height: V
V • Required Shown
2/0 4 Parking Spaces Required 'f*Shown 2-
V V V V
V Guest Spaces Required,
V Shown
C) [3.0 Additional Comments_________________________________________
V V
V
•V• V
•V
.5
V
V
V'' •5 --
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE
V • - V
V
PLNCK.FR.M