HomeMy WebLinkAbout2384 BOTELLA PL; ; CB930118; Permit,
BUILD 02/08/93 13:32
Page 1 of 1
Job Address: 2384 BOTELLA PL
Permit Type: RESIDENTAL ADD/ALT
Parcel No: 216-351-12-00
Valuation: 11,303
Construction Type: NEW
Occupancy Group:
Description: 127 SF KITCHEN NOOK
Appl/Ownr : RIK CONSTRUCTION
2083 REDWOOD CREST
VISTA CA. 92083 d
ING PERMIT Permit No: CB930118 Project No: A9300166
Development No:
Reference#: Status: ISSUED
Applied: 02/01/93 Apr/Issue: 02/08/93
Entered By: TP
(619) 598-3244
A** Fees Required kj
Fees : Adjustments:
Total Fees: A
Fee description 1
Building Permit
Plan Check
Strong Motion Fee * BUILDING TOTAL Enter "Y" €or Pld Enter "Y" for Ele Enter "Y" for Remod1 * ELECTRICAL TOTAL Enter 'Y' for Mechat . * MECHANICAL TOTAL
Credits ***
.oo 88.00 171.00 Ext fee Data -_--_-----_-----
135.00
88.00
1.00
224.00 N
10.00 Y
10.00 Y
20.00
15.00 Y 15.00
20'75 b pahnos Dr., Chdskd, C!A 92009 (619) 438-1161
P && PLICATION
City of Carlsbad Building Departrent 2075 Las Palms Dr., Carlsbad, CA 92009 (619) 438-1161
B - 0 Industrial 0 New Building 0 Tenant Improvement
C - 0 Residential 0 Apartment 0 Condo 0 Single Family Dwelling #Addition/Alteration
0 Duplex 0 Demolition 0 Relocation 0 Mobile Home 0 Electrical 0 Plumbing
0 Mechanical OPmI 0 Spa ORetaining Wall OSolar OOther
2 PRClJECXINFoRMAnoN
A - U Commercial U New Building U Tenant Improvement 1' :z 7 <' 5 P y,-* .# ..
...A -2 __
9- II :'< 7- -1 I:
FOR OFFICE USE ONLY
PLAN CHECK NO. 73 -//e
7
%r 1
CITY UIlsTh STATE c A ZIP CODE? 2 '3 DAY TELEPHONE g% - 3% 4- 4-
STATE LIC. # 645764 LICENSE CLASS p - CITY BUSINESS LIC. #
AMI5 -R\\
CITY STATE ZIP CODE DAY TELEPHONE STATE LJC. #
Workers' Compensation Declaration: I hereby attirm that I have a certiticate ot consent to self-insure issued by the Director ot Industnal 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: 1 certity that in the pertormance ot the work tor which this permit is issued, 1 shall not employ any person in any manner so as to become subject to the Workers' Compensation Laws of California.
Owner-Builder Declaration: I hereby attirm that I am exempt from the Contractor's License Law tor the tollowing reason:
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.).
I, as owner of the property, am exclusivelycontracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law).
I am exempt under Section
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law (Chapter 9, commencing with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt 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]).
0
0
0 Business and Professions Code for this reason:
SIGNATURE DATE
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?
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district?
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site?
IF ANYOF THE ANSWERS ARE YES, A FINALCERTIFICATE OFwcllpANCY MAY NOT BE ISSUED -.JULY 1,1989 UNLFSS THE APPUCANT HAS MET OR IS MElZlNG THE REQ- OF TIE OFFICE OF EMERGENCY SEXVICES AND THE AIR POLLUTION alNTRoL DEIRICX.
1 hereby attirm that there is a construction lending agency tor the pertormance ot the work tor which this permit is issued (Sec 309n I) Ciwl Code).
0 YES 0 NO
0 YES 0 NO
0 YES 0 NO
& LENDER'S ADDRESS
1 certity that 1 have read the application and state that the above intormation 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 INDEMNEY AND KEEP HARMLESS THE CITYOF CARLSBAD AGAINST ALL LlABILlTES, JUDGMENTS, COSIS AND EXPENSES WIIQI MAY IN ANY WAY ACXXUE AGATNS SAID C3lY IN CONSEQUENCE OF THE GRANTING OF THlS PERMlT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stones 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 abzndoned at any time after the work is commenced for a period of 180 days (Section 303(d) Uniform Building Code).
APPLICANTSSIGNATURE -
WHITE: File YELLOW Applicant PINK: Finance
,- CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB930118 FOR 04/08/93 INSPECTOR AREA PY
DESCRIPTION: 127 SF KITCHEN NOOK PLANCK# CB930118
TYPE: RAD CONSTR. TYPE NEW JOB ADDRESS: 2384 BOTELLA PL STE : LOT: APPLICANT: RIK CONSTRUCTION PHONE: (619) 598-3244 CONTRACTOR: PHONE : OWNER: PHONE :
REMARKS: MH/RICK/540-3779 INSPECTOR SPECIAL INSTRUCT: DID NOT SAY WHAT TYPE OF INSPECTION
OCC GRP
TOTAL TIME:
CD LVL DESCRIPTION ACT COMMENTS
19
29
39 49
ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical
***** INSPECTION HISTORY *****
DATE
031593
031193
031193
031193
030593
030393
030293
022593
021793
DESCRIPTION
Interior Lath/Drywall
Insulation
Rough Electric
Rough/ Ducts/ Dampers
Exterior Lath/Drywall
Shear Panels/HD's
Shear Panels/HD's
Roof /Reroof
Ftg/Foundation/Piers
ACT INSP COMMENTS
AP P6
AP PY
AP, PY
AP PY
AP PY
AP PY
AP PY
AP PY
AP PY
ND TO SCREW DRYWALL
ND STRP/4X4 POST @ WINDOW
OK TO POUR
Date plans received by jurisdiction: '
Date initial plan dmck completed:
2,/2!q3 By: /L2ldb& I
Applicant contact person:
pK c611)d Telephono: cq 8 * 32 q4
Plan check is limited to technical requirements
contained in the Uniform Building Code, Unifom
Plumbing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energy
consemation, noise attenuation and access for the
handicapped. The plan check is based on
regulations enforced by the Building Inspection
Department. You may have other corrections based
on laws and ordinances by the Planning Department,
Engineering Department or other departments.
Present California law mandates that residential
construction comply with Title 24 and the following
model codes:
1991 UBC (eff. 8/14/92)
1991 UPC (eff. 8/14/92)
1990 NEC (eff. 7/1/91)
1991 UNC (eff. 8/14/92)
The above regulations apply to residential
construction, regardless of the code editions
adopted by ordinance.
The circled items listed need clarification,
modification or change. All items have to be
satisfied before the plans will be in conformance
with the cited codes and regulations. Fer Sec.
303(c), 1991 Uniform Building Code, the approval of
the plans does not permit the violation of any
state, county or city law.
To sDeed UD the recheck Drocess. note on this list
lor a CODV~ where each correction item has beeq
addressed i.e.. ~lan sheet. s~ec ification. etc. Be
sure to enclose the marked UD 1 ist when YOU submit
the revised D l-.
Num:
List No. 2, Carlsbad Single Family Dwelling and Duplex With All Supplements.
Pm - ARB lm III SSQnerans Pm EAVLIIG 110 'I11p(s lIQplIllcrrpplanas WmE tmlcIHl.
(1991 UBC)
1.
2.
3.
4.
5.
6.
RUIS
Please make all corrections on the original tracings and submit two new sets of prints, to:
Please make all corrections on the original tracings and submit two new sets of prints, to:
The jurisdiction's building department.
Indicate on the Title Sheet of the plans, the name of the legal owner and name of person responsible for the preparation of the plans. Section 302(a)7.
All sheets of plans must be signed by the person responsible for their preparation. (California Business and Professions Code).
Plans, specifications and calculations shall be signed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expirati )n date of license. (California Business and Professions Code).
Specify on the Title Sheet of the plans the gross floor area of each element of this project including dwelling, garage, carport, patio, deck and balcony. Section 302(d).
ovide a statement on the Title Sheet of the that this project shall comply with Title 24 and 1991 UBC, UMC and UPC and 1990 NEC.
a.
9.
Submit fully dimensioned plot plan dram to scale showing location, size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes. Show finish floor elevations and show elevations of adjacent finish grade. Show drainage patterns with minimrrm slopes. Section 302(d).
Indicate distance from property lines to proposed construction. Section 302(d).
10.
11.
12.
13.
Show on the title sheet all structures! pools, walls, etc. included under this application. Any portion of the project shown on the site
plan that is not included with the building permit application filed should be clearly identified as "not included."
Clearly show if the lower level is a basement or a story, based on the definitions in Sections 403 and 420. Plot the finish grade (as defined) on the elevations and dimension the distance to the floor above, for story determination.
On the cover sheet of the plans, specify any items requiring special inspection, in a
format similar to that shown below or sticky back .
REWIRED SPECIAL INSPECTIONS In addition to the reeular insDections. the following checked item: will ilso reqiire Special Inspection in accordance with Sec. 306 of the Uniform Building Code.
ITRI REQ. IF RplARKS CHECKED SOILS COXPLIANCE PRIOR TO FOUNDATION INSP .
STRUCTURAL CONCF OVER 2500 PSI
PRESTRESSED SlEEL
FIELD WELDING
HIGH STRENGTH BOLTS
WANSION A"CH0RS
SPECIAL MASONRY
SPRAYED ON FIRE PROOFING
PILES/CAISSONS
DESIGNER-SPECIFIED
Exterior walls closer than 3 feet to property lines shall be one-hour rated construction and have no openings. Table 5-A.
lrc .
15.
16.
17.
18.
Exterior walls closer than 3 feet to a property line shall have 30 inch parapets when the floor area per floor exceeds 1,000 square feet. See Section 1710 for possible exception.
Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback from the property line.
Eaves over required windows shall be not less than 30 inches from the side and rear property lines. Section 504(a).
Projections, including eaves, shall be one-hour fire-resistive construction, heavy timber or of noncombustible Paterial if they project into the 3' setback area from the property line.
Section 1711.
Plastic skylights shall not be installed within that portion of a roof located within a distance to property line where openings in exterior walls are prohibited or required to be protected. Section 5207 (a) 7.
Show locations of permanently wired smoke detector with battery backup: a. Inside each bedroom. b. Centrally located in corridor or area giving access to sleeping rooms.
c. on each story. d. In the basement, if part of the dwelling unit. e. When sleeping rooms are upstairs, at the upper level in close proximity to the stair. f. In rooms adjacent to hallways serving bedrooms, when such rooms have a ceiling height 24 inches or more above the ceiling height in the hallway. NOTE: Detectors shall sound an alarm audible /in all sleeping areas of the unit. Section
When the valuation of a room addition or repair exceeds 91,000, or when sleeping rooms are created, smoke detectors shall be provided at existinn bedrooms per item 19 above. Section 1210.
Section 504(b).
1210T-
21.
22.
Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. At least one room shall have not less than 120
square feet of floor area. Section 1207 (b).
No habitable room, other than a kitchen, shall be less than 7'01* in any dimension. Section 1207 (c).
23.
24 *
25.
26.
27.
28.
29.
30.
31. 45
33.
3&.
Sleeping rooms shall have A window or exterior door for emer enc exit. Sill height shall not exceed U' azve the floor. The window must have an openable area of at least 5.7 square feet with the minimum openable width 20" and the minimum openable height 24". Section 1204.
Basements in dwelling units shall comly with the above (even if not designated as sleeping rooms). Section 1204.
Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Section.1205 (b). Appears to be deficient in
Openable window area in habitable rooms must be 1/20 of the floor area and a minimum of 5 square feet. In bathroons, laundry rooms and similar rooms 1/20 of area is required and minimum is 1.5 sq. ft. Section 1205 (c).
At least 1/2 of the comn wall must be open and have an opening not less than 25 sq. ft.
nor one tenth of the floor area of the interior room if light and ventilation is being supplied from an adjacent room. Section 1205 (a).
Required windows shall not open into a roofed porch unless the ceiling height is at least 7 feet, the longer side is at least 65% open, and the porch abuts a street, yard or court. Section 1205 (a).
Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required openable windows are not provided.
Note that the discharge point for exhaust air will be at least 3 feet from any opening into the building. Section 1205(c).
Ductless fans cannot be used in bathrooms if a tub or shower is present.
Show that ceiling height for habitable rooms is a minimum of 7'6". Section 1207 (a).
Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0".
Dimension on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet.
Section 1205 (c).
Section 1205(c).
Section 1207 (a).
Section 511 (a).
5/22/92 3
49.
50.
51.
52.
53.
54.
55.
56.
57.
58.
59.
60.
Provide spiral stairway details, per Section
3306 (f):
a. Minimum run is 7 1/2 inches measured at a point 12' inches frbm where the treads are the narrouest.
b. Maximum rise is 9 1/2 inches. Haximum clear opening ptween risers is 6 inches.
c. Minimum headroom is 6 feet 8 inches
d. The tread must provide a clear walking area neasuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail.
Spiral stairnays may not be used for required exits vhen the area served is greater than LOO 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 staimay fabrication plans shall be submitted to and approved by the building official prior to installation.
Exterior stairnays shall not project into the 3 foot setback from the property lines. Section 3306 (m).
The Kalls and soffits of the enclosed usable space under interior stairs shall be protected on the enclosed side as required for one-hour fire-resistive construction. Section 3306 (1).
Within units, show that corridors have a minisum width of 36 inches. Section 3305 (b).
Specify roof slope.
Roof slope is not adequate for roof type specified.
Specify roof material and application. Chapter 32.
Specify I'.C.B.O. or. U.L. approval number for roof materials not covered in U.B.C. , e.g., tile, etc. Section 107.
Specify minimum 1/4 inch per foot roof slope for drainage or desi to support accumulated water. Section 3207 c) and Section 2305 (f).
Show roof drains and overflows. Section 3207.
Table 32-B, D and E.
61. Provide skylight details to show compliance with Sections 3401 and 5207 or provide I.C.B.O. approval number.
Plastic skylights must be separated from each other by at least 4 feet, unless they are over the same room and their combined area does not exceed 100 square feet (or 200 square feet if
the plastic is a YCI" material). Section 5207 (a) 6.
Show attic ventilation. Yinimum vent area is
1/150 of attic area or 1/300 of attic area if at least 50% of the required vent is at least
3 feet above eave vents or cornice vents. Show required area and area provided. Section 3205 (c).
62.
64.
65.
66.
67.
68.
69.
70.
71.
Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Chapter 37.
Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 3006 (d)l and Section 2515 (a). Show ties, t9 vire in horizontal joints, etc.
Show height and construction details of all concrete and masonry walls. Chapters 24 and 26.
Show floor and roof connections to masonry and concrete valls. Connection shall resist 200 pounds per lineal foot or the actual design load, whichever is greater. Cross grain tension or bending in wood ledgers is not
permitted. Section 2310.
Show a minimum 2" air space and flashing between planter and building walls. Section 2516 (c) 7.
Garage requires one-hour fire protection on the garage side of walls and ceiling comn to the dwelling.
All elements supporting floor above garage, including walls supporting floor joists, must have one-hour fire-resistive protection on the garage side. Section 503 (b)
Show a self-closing door, either 1-3/8" solid core or a listed 20-minute assembly, for openings between garage and dwelling. Section 503 (d).
Table 5-B, Section 503 (d).
72.
73.
7L.
75.
76,
77.
78.
79.
80 *
Garages are not permitted to open into a room used for sleeping purposes.
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.
Section 1104.
Show garage framing sections, size of header over garage opening, lateral cross bracing at plate line, nethod bracing garage front and holddoms if required. Chapter 23.
NOTE: Yaximum shear panel height-to-width ratio is 3 1/2 to 1 for plpood. Table 25-1.
Doors my 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).
Per soils report, note on the plan the soils classification, whether or not *-he soil is expansive and the allowable bearing value. Section 2905 (c) .
The foundation plan does not comply with the soils report reconnwndations 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.
The soils engineer reconmended that heishe 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.
2. The utility trenches have been properly
3. The foundation excavations comply with
The building pad was prepared in accordance with the soils report,
backfilled and compacted, and
the intent of the soils report".
81.
82.
83.
84.
85.
86.
87.
Provide a letter from the soils engineer confirming that the foundation plan, grading
plan and specifications haye been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report).
Show height of all foundation walls. Chapter
23.
Show height of retained earth on all foundation walls. Chapter 23.
If cut or fill slopes esist, show distance from 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" minimum above finish grade.
Note on plans that surface water will drain away from building and show drainage pattern and key elevations.
Dimension foundation per U.B.C. Table 29A:
Section 2907 (a).
Section 2905 (f).
- Floors Footing SuDDorted* Stmall Width Depth Thickness
1 6" 12" 12" 6"
2 8" 15" 18" 7 "
3 10" 18" 24" 8"
;rFoundations 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.
Show foundation bolt size and spacing.
Specify size, I.C.B.O. number and manufacturer of power driven pins and expansion anchors. Show edge, end distances and spacing. Section 302 (a).
If required, show size, embedment and location
of hold down anchors on foundation plan. Section 302 (a).
If hold downs are required, note on pl~n that hold down anchors must be tied in place prior to foundation inspection.
Show adequate footings under all bearing walls and shear walls. Section 2907 (b).
Section 2516 (c) 3. & Section 2907 (f).
90.
91.
92.
Section 305 (e) 1.
93.
5/22/92 6
94.
95.
96.
97.
98.
99.
Show on the plans stepped footin s for slopes steeper than 1:lO. Section 2907 kc).
Show minimum 18" Clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516
Show pier size, spacing and depth into undisturbed soil. Table 29-A.
Show mininnrn underfloor access of 18" x 24".
Section 2516 (c)2.
Show minimum underfloor ventilation equal to 1
sq. ft. for each 150 sq. ft. of underfloor area. Openings shall be as close to comers as practicable and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6.
(c) 2.
Show Val1 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.
100. In 2-story buildings, shest panels at the first story (at least 48 inches in width) 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.
Floor joists
and rafters 12" 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).
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(g)3, Table 25-V.
101. Note cross bridging or blocking.
Section 2517 (d) 5.
104 . 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 2517
(h) 5.
105. Show rafter purlin braces to be not less than
C5 degrees to tha horizontal. Section 2517 (h) 6.
Show double top plate Kith minimum 48" lap splice. Section 2517 (8) 2.
107. Show nailing will be in compliance with Table 25-4.
108. Show or note fire blocks 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 both vertical and horizontal;
b. At all interconnections between concealed vertical and hcrkcntal spaces such as occur at soffits, drop ceilings and cove
cei 1 ings ;
c. In concealed spaces between stair stringers at the top and bottom of the
~.un and between studs along and inline with the rn of stairs if the valls under the stairs are unfinished;
d. 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
e. 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 cornon areas.
110. Show stud size and spacing. Mwimum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max. 10'; Non-bearing: 2 x 4 mw. 14', 2 x 6 mw. 20'. 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 (m).
114. Detail shear transfer connections, including roof and floor diaphragms, to shear walls. Section 2513.
Section 2516(f)G.
nail size and spacing for all shear floor and roof diaphragms. Indicate required blocking. Hsintain ma&m diaphragm dimension ratios. [Tables 25 I, J, K and
Section 4714 (d)].
116. Provide tmss details and tnss calculations for this project. Specify truss identification numbers on the plans.
117. Show 1/2" miniman clearance between top plate of interior partitions and bottom chord of htrusses. (To ensure loadinn will be as I esigned).
Provide roof framing plan and floor framing Section 302 (d).
P framing sections through
f)kc1$4)G koa l&n .Lr-G&,t Lo
I IJlW3L Section 302 (d).
ecify all header sizes for opening over 4' Section 2517 (9) 5.
121.
122.
123.
124.
125.
126.
Provide calculations for main vertical and horizontal framing members and post footings. Section 302 (b).
Provide calculations for lateral loads, shear panels, shear transfer and related. Section 302 (b).
In Seismic Zones 3 and 4, the allowable shear wall values for drp-all in Table 47-1 must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1.
Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See commsnts below or at end. )
Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basamants and which support permanent structures shall be supported by concrete piers or metal pedestals
projecting 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 leart 8 inches above exposed ground unless the columa or posts which they support are of approved vood of natural resistance to decay or treated wood is used. Section 2516 (c) 4.
127. Show location of attic access with a minimum size of 22"x30", unless the mwimum vertical headroom height in the attic is less than 30".
Access must be provided to each separated attic area, shall be located in a hallyay or other readily accessible location and 30" headroom clearance is required above the opening. Section 3205(a).
128. Show location of attic access with minim
size 22" x 30". Section 3205.
129. Detail truss layout for 30" x 30" attic
access, if required for equipment in the attic, and detail 30" x 30" clearance through tmss webs.
130. Specify plywood and/or particle board thickness, grade and panel span rating. Table 25-S.
131. Show plywood sheathing over exposed eaves, or other weather exposed areas, is "bonded with exterior glue." Plywood used for exterior wall covering shall be the exterior type. Section 2516 (i), 2516(g)3.
en roof pitch is less than 3:12, design
3. Ridges, hips, and valleys shall be at least
e as a beam. Section 2517 (h). @ one size larger than supported rafters. Section 2517 (h) 3.
134. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (b).
135. If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section 2517 (8) 4.
136. 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 (g) I.
137. Note on the plans that "all weather-exposed surfaces shall have a weather-resistive
barrier to protect the interior wall covering and that exterior openings shall be flashed in such a manner as to make them weatherproof". Section 1700.
All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code.
Pages
9 - 12
missing from
original set
185.
a
187.
188.
189.
190.
191.
192.
193.
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 soils report. Please submit two copies. Exception: If a room addition is limited to one story and 1000 sq. 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.
Heavy timber framing, minimum 6" x 10" beams and minimum 8" x 8" post, for the structural beam and column supporting the fire separation between the garage and living area above, is acceptable if shown on the plans. (city policy).
All structures require a Class B roof covering, except room additions. If a room addition covers all of the existing building (2nd story addition), then the above exception doesn't
apply *
City Ordinance 9792 requires two parking spaces/unit with cleat area of 20'x20' i.e. no washing machines, etc. Show compliance.
Only tank-type water closets that use an average of 1.6 gallons of water per flush or less, and urinals and associated flushometer valves, that use an average of 1 gallon of water per flush or less shall be installed in new construction. These provisions shall apply to existing buildings only when toilets are being replaced in existing bathrooms or installed in new bathroom.
Please see additional corrections, or remarks, on the following 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 result 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
If you have any questions regarding these
plan check items, please contact
. If you have any questions regarding City Building permit procedures, please contact kter Darnel1 at the City of Carlsbad, 2075 Las Palmas Dr., telephone 619/438-1161.
Thank you.
Enclosures :
1.
2.
3.
8/11/92 13
Datet
~ klccc, . .A&>
"IITUIING PO3TION
Jurisdiction C-
VALUATION VALUS b'U LT J ? L I E3
127 lzl 9 vi) t I, 303
I ZUILDINC A33
I
Prepared by1
VALUATION AND PlAN CHZCK PZE
Air Conditionine Corninercizl .
0 91dg. Dept.
0 Esgil
I
Q -I
APPLTCXNT/COSTACT PHONE NO;
SUILDING OCCUPANCY (L-3 DESIGNS2 PHONE
TYPS OF CGSSTRUCTION VN CONTRACT03 PHONE
Fire Sprinklers
Total Value
I@ I I
I 1 1 1 1 I I 1
I@ ~~ I - -
Residential I
Res. or Corm. I I
Building Permit Fer S s
Plan Check Fee S J
COMMcNTS;
. SHEET OF 12/87
BUILDING PLANCHECK CHECKLIST
DATE: 2 FB 93 PIANCHECK NO.-%- GlI$
BUILDING ADDRESS: 2384 R('> 'EII A Pi_
PROJECT DESCRIPTION: Rm. &!%.
ASSESSOR'S PARCEL NUMBER: 8f&*-- 51 -I 2- EST. VALUE
ENGINEERING DEPARTMENT
APPROVAL
The item you have submitted for review has been approved. The approval is based on plans,
information and/or specifications provided in your
submittal; therefore any changes to these items
after this date, including field modifications, must
be reviewed by this office to insure continued conformance with applicable codes. Please review
carefully all comments attached, as failure to
comply with instructions in this report can result in
suspension of permit to build.
DENIAL
~ Please see the attached report of deficiencies
marked withm. Make necessary corrections to
plans or specifications for compliance with
applicable codes and standards. Submit corrected
plans and/or specifications to this office for review.
By: Date:
I BY: Date: -" .-
AlTACHMENq CONTACT PERSON 0 Dedication Application 0 Dedication Checklist 0 Improvement Application 0 Improvement Checklist NAME: 0 Future Improvement Agreement
-> - ADDRESS:
PHONE:
P\doce\chkl~bpoOOl .frm REV 615192
2075 Las Palmas Dr. - Carlsbad, CA 92009-1576 - (619) 438-1161 FAX (619) 438-0894
4
BUILDING PLANCHECK CHECKLIST
0 0 1. Provide a fully dimensioned site plan drawn to scale. Show:
A. North Arrow D. Property Lines Easements
6. Existing & Proposed Structures E. Easements
C. Existing Street Improvements F. Right-of-way Width & Adjacent Streets
0 2. Show on site plan:
&in- C. Existing Topography
6. txisting & Proposed Slopes
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. - -
d 0 0
IZL do Include note: "Surface water to be directed away from the building foundation at a 296
gradient for no less than 5' or 2/3 the distance to the property line (whichever is less)."
[Per 1985 UBC 2907(d)5].
On graded sites, the top of any exterior foundation shall extend above the elevation
of the street gutter at point of discharge or the inlet of an approved drainage device
a minimum of 12 inches plus two percent" (per 1990 UBC 2907(d)5.).
_- 1
_.l_m- " -. -._ - \-- \-- c_
d o 0 5. Include on title sheet
A. Site address
6. 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
Page 1 of 4 REV 6/5/92
,
BUILDING PLANCHECK CHECKLIST
wfl DISCRETIONARY APPROVAL COMPLIANCE
lstJ 2ndJ 3rdJ 0 0 0 6. Project does not comply with the following Engineering Conditions of approval for
Project No.
Conditions were complied with by: Date:
d/A DEDICATION REQUIREMENTS
0 0 0 7. Dedication for all street Rights-of-way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and for
remodels with a value at or exceeding $ -pursuant to Code Section
18.40.030.
Dedication required as follows:
Attached please find an application form and submittal checklist for the dedication
process. Provide the completed application form and the requirements on the
checklist at the time of resubmittal.
Dedication completed by Date:
IMPROVEMENT REQUIREMENTS
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.
0 0 0
Public improvements required as follows:
Please have a registered Civil Engineer prepare appropriate improvement plans and
submit them together with the requirements on the attached checklist for a separate
plancheck process through the Engineering Department. Improvement plans must be
approved, appropriate securities posted and fees paid prior to issuance of permit.
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:
Page 2 of 4 REV 6/5/92
BUILDING PLANCHECK CHECKLIST
1stJ 2ndJ 3rdJ on0
0
0
0
0
8b. Construction of the public improvements may be deferred pursuant to code Section
18.40. Please submit a recent property title report or current grant deed on the
property and processing fee of $ so we may prepare the
necessary Future Improvement Agreement. This agreement must be signed, notarized
and approved by the City prior to issuance of a Building Permit.
Future public improvements required as follows:
~ ~~ ~~
8c. Enclosed please find your Future Improvement Agreement. Please return signed and
notarized Agreement to the Engineering Department.
Future Improvement Agreement completed by:
Date:
8d. No Public Improvements required. SPECIAL NOTE: Damaaed or defective
improvements found adiacent to buildina site must be repaired to the satisfaction of
the Citv Inspector prior to occupancv.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section 11.06.030
of the Municipal Code.
9a. Inadequate information available on Site Plan to make a determination on grading
requirements. Include accurate grading quantities (cut, fill import, export).
9b. Grading Permit required. A separate grading plan prepared by a registered Civil
Engineer must be Submitted together with the completed application form attached.
NOTE: The Gradina Permit must be issued and rouah aradina approval obtained prior
to issuance of a Buildina Permit.
Grading Inspector sign off by: Date:
9c. No Grading Permit required.
BUILDING PLANCHECK CHECKLIST
Page 3 of 4 P:\docs\chklWbp0001 .fm REV 6lSf92
N/A MISCELLANEOUS PERMITS
IstJ 2ndJ 3rdJ 0 0 10. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-way and/or
private work adjacent to the public Right-of-way. Types of work include, but are not
limited to: street improvements, trees, driveways.
A separate Right-of-way permit issued by the Engineering Department is required for
the following:
Please complete attached Right-of-way application form and return to the Engineering
Department together with the requirements on the attached Right-of-way checklist, at
the time of resubmittal.
0 0 11. A SEWER PERMIT is required concurrent withthe building permit issuance. The fee
is noted in the fees section on the following page.
0 0 12. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial
Waste Permit Application Form and submit for City approval prior to issuance of a
Permit.
Industrial waste permit accepted by: Date:
Page 4 of 4 REV 6lSl92
CALCULATIONS WORKSHEET
EDU CALCULATIONS:
ADT CALCULATIONS:
EDU's:
ADT's:
N/A FEES REQUIRED:
WITHIN CFD:
0 YES (NO BRIDGE & THOROUGHFARE FEE, REDUCED TRAFFIC IMPACT FEE)
0 NO
0 1. PARK-IN-LIEU FEE
PARK AREA: F EE/U N IT:
0 2.TRAFFIC IMPACT FEE
ADT's: F EE/ADT:
0 3. BRIDGE AND THOROUGHFARE FEE
ADT's: FEE/ADT:
0 4. FACILITIES MANAGEMENT FEE
ZONE: F EE/ED U :
0.5. PUBLIC FACILITIES FEE
0 6. SEWER FEES PERMIT No.
EDU's: FEE/EDU:
BENEFIT AREA: FEE:
0 7. SEWER LATERAL REQUIRED (2,500 DEPOSIT)
REMARKS:
*
P\&cs\&kkl\bpooo14m REV WSP2
Plan Check No. 93- Address 238q
APN: - 216-351- 13
UtJO Type of Project and Use hfx @!-/ Nook.
Phone 438-1161 ext. 4328 Planner DAVID RICK
(Name)
"..* Zone pc Facilities Management Zone moo k" O
Lenend \&I I I $$; ; ; \2&3
r uuu .c c
SSE
--d LOO
I tem Complete
Item incomplete - Needs your acuon
1, 2, 3 Number in circle indicates plancheck number where deficiency was
identified & 0 Environmental Review Required: YES - NO JTYPE
DATE OF COMPLETION:
Compliance with conditions of approval? [f not, state conditions which require action.
Conditions of Approval
APPROVAWRESO. NO. DATE:
PROJECI' NO.
OTHER RELATED CASES:
Compliance with conditions of approval? [f not, state conditions which require action.
Conditions of Approval
DATE OF APPROVAL:
San Diego Coast District, 3111 Camino Del Rio North, Suite 200, San Diego, ck 92108-1725
(619) 521-8036
Compliance with conditions of appromi? If nor, state conditions which rquh action. Condiaons of Approval
See attached submittal requirements for landscape plans
Site Plan: -
1. Provide a fully dimensioned site plan drawn to scale. Show: Nonh
arrow, property lines, easements, existing and proposed stxuctures,
srreets, existing street improvements, right-of-way width and
dimensioned setbacks.
da a
do a
do U
Zoning.
dtio
2:
2. Show on Site Plan: Finish floor elevations, elevations of finish grade
adjacent to building, exisring topographical lines, existing and proposed
slopes and driveway.
3. Provide legal description of property.
4. Provide assessois parcel number.
1. Setbacks:
Front:
Int. Side:
Street Side:
Rear:
2. Lot coverage:
3. Height:
4. Parking:
Required 7*’ Shown 72
Required $5’ Shown 9’5%’’
Required Shown e
Required /ol Shown (0’ +-
Required $+%Shown L v&
Required 3‘ Shown /I ’6“
Spaces Required 2 ef -%<+Shown 2 /wp/ffz
Guest Spaces Required - Shown
OK TO [SSUE AND ENTERED APPROVAL INTO COMPUTER pG DATE ,*
PLNCKFRM