HomeMy WebLinkAbout1709 BUTTERS RD; ; CB941137; PermitRUILDING
09/26/94 14:33
Job Address: 1709 BUTTERS RD
Permit Type: RESIDENTAL ADD/ALT
Parcel No: 156-052-37-00
Construction Type: VN
, Page 1 of 1
Valuation : 4s, 120
PERMIT Permit No: CB941137
Project No: A9401596
Development No :
Suite: 8794 03/26/94 0001 QI. 02 Lot#: C-PWT 520.00
-- Occupancy Group: R3 Reference#: Status: ISSUED
Description: 480 SF GUEST HOUSE Applied: 09/02/94
Apr/Issue: 09/26/94
Entered By: DC
Arml/Ownr : STONE, ISADORE 619 729-8497
Enter ’Y’ for Mechanical Issue Fee> Install Furn/Ducts/Heat Pumps >
Each Install/Reloc Vent > * MECHANICAL TOTAL
1 9.00 1 4.50
edits
. 00
253.00
520.00
Ext fee
389.00
253.00
5.00
647.00
20.00
28.00
15.00
7.00
7.00
77.00
10.00
10.00
20.00
15.00
9.00
4.50
29.00
***
Data
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Y
Y
Y
Y
INSP.
CITY OF CARLSBAD
2075 Las Palms Dr., Carlsbad, CA 92009 (619) 438-1161
PF.RMlT APPI.ICATION
City of Carlsbad Building Department 2075 Las Palms Dr., Carlsbad, U 92009 (619) 438-1161
From List 1 (see back) give code of Permit-Type:
For Residential Proiects Only: From List 2 (see back) give
.........................................................
Code of Structure-Type:
Nearest Cross Street c.l C 84 C A ~3 0
LEGAL -ON Lot No. Subdivision NamdNumber Unit No. Phase No.
A
2
0 2 Energy Calcs 0 2 Structural Calcs WSoils Report 0 1 Addressed Envelope
ASSESSOR'S MCEL Is-&- OS2- 3y :E DESCRIPTION OF 5 WORK
STATE LIC. # LICENSE CLASS CITY BUSINESS LIC. # DESIGNERNAME (last name tirst) AUURESS
CITY STATE ZIP CODE DAY TELEPHONE STATE LIC. #
Workers' Compensation Declaration: 1 hereby attirm that 1 have a certiticate of consent to selt-insure issued by the Director ot 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 Certiticate ot Exemphon: I certify that in the pertormance of the work tor which this permit is issued, I shall not employ any person in any manner so as to beco-me subject to the Workers' Compensation Laws of California.
DATE 9/49 Y
- Uwner-Builder Ueclaratlon: I herebv affirm that I am exemDt mom the Contractor's hcense Law for the tollowinz reason:
I, as owner of the property or my employees with wages as keir sole compensation, will do the work and the struiture 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 exclusively contracting 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 pplicant to a civil penalty of not more than five hundred dollars [$500]).
0 Business and Professions Code for this reason:
SIGNATURE COM / DATE 9/49 v
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 AN- ARE YES. A FINALCERTIFICATEOF OCXUPANCY MAY NOT BE Issun, AETERJULY I, 1989 UNLESS THE APPLICANT HAS MET OR IS MEEllNG THE REQWEMENXS OF THE OFFlCE OF EMERGENCY SERVICES AND THE AIR POLLXITION CONTROL DISIRICT.
1 hereby atfirm that there IS a construction lending agency tor the pertormance ot the work tor which this permit is issued (set 30971 I) Civil Me).
0 YES 0 NO
0 YES 0 NO
0 YES 0 NO
LENDER'S NAME LENDER'S ADDRESS
1 certiIy that 1 have read the application and state that the above intormation IS correct. 1 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. IAIsoAGREE~sAvEINDEMNIFyANDKEEpHARMLEssTHE~OFcARIsBADAGAIN~Au.~~,~MENTs, MSIS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAIN= SAID CITY IN CONSFQUFNCE OF THE GRANTING OF THIS PERMIT.
OSHA: 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 abandoned any time after period of 180 days (Section 303(d) Uniform Buildin we). APPLICANTS SIGNATURE DATE:
kt? PINK: Finance ss - 1'
.
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CD ACT
Geotechnlcai Environmental Forensic Economics Chrll Tax Conslderatlonr
Land Planning and Management
37848 Mission Avenue, Suite 380 0 Oceanside. 92054
(619) 757-0751
SPECIAL CONDITION
WE HAVE OBSERVED THE:
GENERAL COMMENTS AND CONDITIONS OF APPROVAL:
\/
ADDJTIONAL SiTE VISIT: c] REQUIRED NOT REQUIRED
HC?URS @,f=H@& M i N I MUM CHARGE )
OF PAGE -
ESGIL CORPORATTION
0320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 02123
(619) 5601468
JURISDICTION: CARLSEA u
PLAN CHECK NO: 94- /(3? SET:
PROJECT ADDRESS: 170 9 T-l% Rs RO
[3 APPLICANT gE-7 FILE COPY
CUPS
DDES IGNER
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Phe plans transmitted herewith have been corrected where
iecessary and substantially comply with the .jurisdiction's
milding codes.
rhe plans transmitted herewith will substantially comply sith the jurisdicfi.on's building codes when minor deficien-
zies identified are resolved and
Ehecked by building department staff.
The plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
*
Esgil staff did not advise the applicant contact person that plan check has been completed.
Esgil staff - did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: Telephone #
REMARKS :
By : I AVIi) Enclosures: ESGIL CORPORATION 4i/i-I-
OGA OCM OPC
..
ESGXL CORPORATION
9320 CHESAPEAKE DR., SUlTE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE : 9/7194
JURISDICTION: CARLSBAD
PLAN CHECK NO: 74 -,/sq SET: 1
PROJECT ADDRESS: /q 09 33L1-f-t- RD
EUPS
GDESIGNER
0
0
'1 r
1:
I
'he plans transmitted herewith have been corrected where
iecessary and substantially comply with the jurisdiction's
milding codes.
Che plans transmitted herewith will substantially coinply
qith the jurisdiction's-building codes when minor deficien- Zies identified are resolved and 2hecked by building department staff.
rhe plans transmitted herewith have significant deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is for your information.
The plans are being held at Esgil Corp. until corrected
plans are submitted for recheck.
0
0
By : Enclosures: ESGIL CORPOFUiTIOfi 94
The app1ican.t'~ copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
The applicant's copy of the check list has been sent to:
Ttr, rlow s-to he
Esgil staff did not advise the applicant contact person that
plan check has been Completed.
Esgil staff - did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: Telephone #/
REMARKS :
PLAN CHECK NO: 94-1/37
JURISDICTION: CITY OF CARLSBAD
FLOOR ARgA: 4& 4
STORIES : 3
HEIGHT :
REMARKS :
PLAN CORRECTION SHEET
CITY OF CARLSBAD
SINGLE FAMILY AND DUPLEX DWELLINGS
Date plans received by jurisdiction:
Y/t
Date plans receive$ by Esgil Corporation:
Date initial plan check completed:
?/-7 BY : -746
Applicant contact person:
FOREWORD: PLEASE READ
Plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances 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 TJBC (eff. 8/14/92) 1991 UPC (eff. 8/14/92) 1990 NEC (eff. 7/1/91) 1991 UMC (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. Per 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 (or a CODY) where each correction item has been addressed i.e., plan sheet, sDecification. etc. Be sure to enclose the marked UD list when vou submit the revised Dlans.
NOTE: PAGE NUMBERS ARE NOT IN SEQUENCE AS PAGES HAVING NO ITEMS NEEDINQ CORRECTIONS WERE DELETED.
List No. 2, Carlsbad Single Family Dwelling and Duplex With All Supplements. (1991 WC)
. Submit fully dimensioned plot plan, drawn to scale, showing ' location, size, and uses of all existing and RrOROSed structures on the lot.
OLAWS
1. Please make all corrections on the 0 oriainal tracinas and submit two new
P-
I.
P
i.
f-
-- - sets of prints, to:
Esgil Corporation, 9320 Chesapeake Drive, Suite #208, San Diego, California 92123,
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 the 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 andcalculations shall be signed and sealed by the California state licensed engineer or architect responsible for their preparation, for plans deviating from conventional wood frame construction. Specify expiration date of license. (California Business and Professions Code) .
(619) 560-1468.
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) .
identify property lines and show lot dimensions and all easements. Section 302(d).
Indicate distance from property lines to the proposed building. Section 302 (d) .
0. On the cover sheet of the plans, specify any items requiring special inspection, in a format similar to that shown below. Section 302(c).
i
REOmREDmCIAL INSPECTIONS In addition to the regular inspections, the following checked items will also require Special Inspection in accordance with Sec. 306 of the Uniform Building Code.
ITEM REQ. IF REMws CHECKED SOILS COMPLIANCE PRIOR TO FOUNDATION INSP.
STRUCTURAL CONCRETE OVER 2500 PSI
PRESTRESSED STEEL
FIELD WELDING
HIGH STRENGTH BOLTS
EXPANSION ANCHORS
SPECIAL MASONRY
SPRAYED-ON FIRE PROOFING Provide a statement on the Title Sheet
comply with Title 24 and the 1991 UBC, of the plans that this project shall PILES/CAISSNS
UMC and UPC and 1990 NEC. DESIGNER-SPECIFIED
OTHER
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 bathrooms, 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 common wall must be open and have an opening not less than 25 sq. ft., nor one tenth of the floor area of the interior room, if light and ventilation is being supplied from an ad j acent 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. Section 1205 (c).
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. Section 1205 (c) .
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". Section 1207 (a).
Dimension on the plans 30" clear width for water closet compartments and 24" clearance in front of water closet. Section 511 (a). @ Show safety glazing in the following
Where the nearest edge of glazing is within a 24-inch arc of either side of a door in a closed position (unless there is an intervening wall between the door and the glazing or if the glazing is 5I-0" or higher above the walking surf ace) .2"f& kh-~om, . Glazing greater than 9 square feet with the bottom edse less
per Section 5406 (d) :
than 18" above the floor and the top edge greater than 36" above the floor (unless the glazing is more than 36" horizontally away from walking surfaces or if a complying protective bar is installed). . Glazing in shower and tub enclosures (including windows within 5 feet of tub or shower floor).
Walls and floors separating units in a duplex shall be of one-hour fire- resistive construction. Provide details of the assemblies. Section 1202(b).
A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below. The mezzanine floor must have a clear height of 7 feet, above and below, and must have the long side open to the room below except for posts and protective walls or railings not exceeding 44" in height. Section 1717.
The loft you show does not comply as a mezzanine floor and is, by Uniform Building Code definition, a story. Section 1717.
Dwellings used for daycare for 7 to 12 children shall comply with the special requirements in Chapter 12 of Title 24.
11/16/93 4
EXITS, STAIRWAYS, AND RAILINGS
Floors above the second story shall have not less than 2 exits. Exceptions: 1. Occupied roofs may have one exit if such occupied areas are less than 500 square feet and located no higher than immediately above the second story. 2. When the third floor within a unit does not exceed 500 sq. ft., only one exit need be provided. Section 3303(a).
Required exit doorways shall be not less than 36" in width and not less than 6'8" in height.
Provide 36" high protective railing for- porches, balconies, and open sides of stair landings. Openings between railings shall be less than 4". The triangular openings formed by the riser, tread and bottom elements of a guardrail at a stair shall be less than 6". Section 1712.
Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-B.
Provide stairway and landing details. Section 3306 (b) , (c) and
(0). a. Maximum rise is 7" and minimum run is 11". When the stairs serves less than 10 occupants, or serves an unoccupied roof, rise may be 8" maximum and run 9ll minimum. b. Minimum headroom is 6'-8". c. Minimum width is 36".
All handrails, per Section 3306 (i), shall satisfy the following: . Provide handrail for stairways f with 4 or more risers. Handrails and handrail extensions shall be 34" to 38" above the
. Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. If a door occurs at the landing, such dimension need not exceed 36 inches. Section 3306 (g) ,
3304 (1).
. An interior door may open at a landing that is not more than 8" lower than the floor level, provided the door does not swing over the landing. Section 3304 (i).
. Provide details of winding stairway complying with Section 3306 (d):
a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from where the treads are narrowest. b. Maximum rise is 8 inches. c. Minimum width is 36 inches.
4"
;B
. Provide spiral stairway details, per Section 3306 (f):
a. Minimum run is 7-1/2 inches measured at a point 12 inches from where the treads are the narrowest. b. Maximum rise is 9-1/2 inches. Maximum clear opening between risers is 6 inches. c. Minimum headroom is 6 feet 8 inches. d. The tread must provide a clear walking area measuring at least 26 inches from the outer edge of the supporting column to the inner edge of the handrail.
0. Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Section
3306 (f) .
Provide I. C . B .O. Research Report and number for metal stairway, or submit f plans and calculations and approved
i
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1
nosing of treads. fabricator registered with the building department or note that the shall be not less than 1-1/211, stairway fabrication plans shall be nor more than 2" in cross- submitted to and approved by the sectional dimension. building official prior to
one tenant, handrails shall be extended 12" beyond the top and bottom of the stair.
0. The handgrip portion of handrails
. Except for stairs serving only installation. P
11/16/93 5
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 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: Maximum shear panel height-to- width ratio is 3-1/2 to 1 €or plywood. Table 25-1.
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 REQUIREMENTS
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 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:-
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. The utility trenches have been properly backfilled and compacted, and
3. The foundation excavations, the soils expansive characteristics and bearing capacity conform to 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 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.
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.
Note on plans that wood shall be 6" minimum above finish grade. Section
. Note on plans that surface water will drain away from building and show drainage pattern and key elevations. Section 2905 (f).
. Dimension foundation per U.B.C. Table 29A:
f- Chapter 23.
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f- 2907 (a).
Ploors Footing Sumorted* Stemwalj Width De~a Plicknesr
1 6" 12" 12" 6" 2 8" 15" 18" 7 It 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.
7. Show foundation sills to be pressure treated, or equal. Section 2516 (c) i 3.
11/17/93 7
Show foundation bolt size and spacing. Section 2907 (f).
Specify size, I.C.B.O. number and manufacturer of power driven pins and expansion anchors. Show edge and end distances and spacing. Section 302 (d).
If required, show size, embedment and location of hold down anchors on foundation plan. Section 302 (a).
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).
Show on the plans details for stepped footings steeper than 1:lO. Section 2907 (c).
Show minimum 18" clearance from grade to bottom of floor joists and minimum 12" clearance to bottom of girders. Section 2516 (c) 2.
Show pier size, spacing and depth into undisturbed soil. Table 29-A.
Show minimum underfloor access of 18" x 24". Section 2516 (~12.
Show minimum underfloor ventilation equal to 1 sa. ft. for each 150 SQ. ft. of undeFfloor area. Openings shall be as close to corners as practical and shall provide cross ventilation on at least two approximately opposite sides. Section 2516 (c) 6. &d s$ of +yrical UP*+ - *e pbn.
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 (9) 3, Table 25-V.
FRAMING
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In 2-story buildings, shear panels at the first story (at least 40 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. Section
2517 (g) 3, Table 25-V.
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 are held inline. Sec. 2506 (h) .
Show blocking at ends and at supports of floor joists, rafters and trusses at exterior walls. Section 2517 (d) 3, 2517 (h) 7.
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.
. 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. / 1 4. Show rafter purlin braces to be not ' less than 45 degrees to the horizontal. Section 2517 (h) 6.
Show double
48" lap splice. Section 2517 (g)
2.
1 6. Show nailing will be in compliance ' with Table 25-Q.
top plate with minimum
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 both vertical and horizontal;
11/17/93 a
b. 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; d. In openings around vents, pipes I ducts , chimneys , fireplaces and similar openings which afford a passage for fire at ceiling and floor levels, with noncombustible materials. e.- At openings between attic spaces and chimney chases for factory-built chimneys.
08. 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. Section 2516 (f 14.
Show stud size and spacing. Maximum allowable stud heights: Bearing wall: 2 x4 and 2 x 6 max.
10’; Non-bearing: 2 x 4 max. 14’, 2 x 6 max. 20’. Table 25-R-3.
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.
1 1. Note on the plans that an A.I.T.C. Certificate of Compliance for glued laminated wood members shall be given to the building inspector prior to installation. Section 2505.
12 Detail all post-to-beam and post- to-footing connections and reference the detail to the plan.
Section 2516 (m). if appIka31e
Detail shear transfer connections, including roof and floor diaphragms , to shear walls. Section 2513.
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14 Specify nail size and spacing for all shear walls, diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios. [Tables 25 I, J, K and Section 4714 (d) I.
1 5. Provide truss details and truss calculations for this project. Specify truss identification numbers on the plans.
. Show clearance between top plate of interior partitions and bottom chord of trusses. (To ensure non- bearing condition between supports as designed).
117 Provide roof framing plan and floor 0 framing plan. Section 302 (d) .+e
8. Provide framing sections through
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Section 302 (a).
9. Specify all header sizes for openings over 4‘ wide. Section
2517 (g) 5.
0. Provide calculations for main vertical and horizontal framing members and footings. Section 302 (bl .
1. 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 €or drywall in Table 47-1 must be reduced 50 percent when considering earthquake loads. This does not apply to wind loads. Footnote 1.
1 3. Show on the plans all structural requirements developed in the structural calculations. Section 302 (d). (See comments below or at end. )
d
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Columns and posts located on concrete or masonry floors or decks exposed to the weather or to water splash or in basements and which support permanent structures shall be supported by concrete piers or metal pedestals projecting 1" minimum above floors unless approved wood of natural resistance to decay or treated wood is pe . Section 2516 (c) 4. 0 Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts which they support are of approved wood of natural resistance to decay or
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a 1:CAbl-c treated wood is used. Section 2516 (c) 4. (f /?
Show location of attic access with a minimum size of 22"x30", unless the maximum vertical headroom height in the attic is less than 30". Access must be provided to each separated attic area, shall be located in a hallway or other readily accessible location and 30" headroom clearance is required above the opening. Section
3205 (a) .
. Detail truss layout for 30" x 30" attic access, if required for equipment in the attic and detail
30" x 30" clearance through truss webs.
1 8. Specify plywood and/or particle board thickness, grade and panel span rating. Table 25-S.
design ridge as a beam. Section
2517 (h).
1;d Ridges, hips, and valleys shall be at least one size larger than supported rafters. Section 2517
(h) 3.
1. In open beam construction, provide strap ties across the beams at the ridge support. Section 2501 (bl .
f
When roof pitch is less than 3:12,
If foundation cripple wall studs are less than 14" high, framing shall be solid blocking, or sheathed with plywood. Section
2517 (9) 4.
1 3. Cripple wall studs exceeding 4 fest in height shall be 3 inch by 4 inch or 2 inches by 6 inches when supporting 2 stories. Section 2517
(9) 4.
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 1708.
/
MECHANICAL (UNIFORM MECHANICAL CODE).,
All heating, ventilating, and cooling systems and appliances shall comply with the Uniform Mechanical Code.
. Show the size, location and type of all heating and cooling appliances or systems.
1 6. Every dwelling unit shall be provided with heating facilities capable of maintaining a room temperature of 70 degrees F. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC, Sec. 1212.
1 7. Note on the plans that the FAU closet or alcove must be 12 inches wider than the furnace or furnaces being installed. UMC Section 704.
1 8. Show minimum 30" deep unobstructed working space in front of furnace. Section 505, UMC.
1 9. Furnace shall not be installed in any bedroom, bathroom or in a closet or confined space with access only through such room unless specified as direct vent appliance, enclosed furnace or electric heating appliance. Section
704, UMC.
0. Show source of combustion air to
9
P
P
f /
furnace, per Chapter 6, UMC.
11/17/93 10
Show access to the attic containing equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if the equipment can be removed through such opening. Section 708, UMC.
Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide, not more than 20 feet in length through the attic. Section 708, UMC.
Show permanent electrical outlet and lighting fixture controlled by a switch for furnace located in attic or underfloor space. Section 708 & 709, UMC.
Show details to comply with Section 709 for furnace under the floor, or Section 710 for roof or outside furnace.
Show I.C.B.O. approval number for prefab fireplace. Show height of chimney above roof per I.C.B.O. approval or Table 37-B.
Note on the plans that approved spark arrestors shall be installed on all chimneys. Section 3703(h).
Note on plan: Gas vents and non- combustible piping in walls , passing through three floors or less, shall be effectively draft stopped at each floor or ceiling. UBC, Section 1706 (c)
Provide dryer vent to outside. The maximum length is 14 feet with two 90-degree elbows. UMC, Section 1903.
ELECTRICAL (NATIONAL ELECTRICAL CODEL
All wiring shall comply with the National Electrical Code.
149 Show on the plan the amperage of the electrical service, the location of the service panel and the location of any sub-panels. If service is over 200 amps, submit single line diagram, panel schedule and load calculations.
0
150 Note on the plans that receptacle outlet locations will comply with 1990 NEC Art. 210-52(a).
receptacle outlets comply with 1990 NEC Art. 210-52 (c) , which reads as follows: In kitchens and dining areas of dwelling units a receptacle outlet shall be installed at each counter space wider than 12 inches. Receptacles shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a receptacle outlet in that space. Island and peninsular countertops 12 inches or wider shall have at least one receptacle for each four feet of counter top. Counter top spaces separated by range tops , refrigerators, or sinks shall be considered as separate counter top spaces. Receptacles rendered inaccessible by appliances fastened in place or appliances occupying dedicated space shall not be considered as these required outlets.
0
Show on the plans that countertop
Dwelling Unit Receptacle Outlets
Counter Tops
2 7@52(c)
1
Show on the plan that receptacle outlets in hallways comply with 1990 NEC Art. 210-52 (h) , which reads as follows:
For hallways of 10 feet or more in length at least one receptacle outlet shall be required.
11/17/93 11
. Show on the plan that ground-fault National Standards Institute circuit-interrupter protection Standard A112.19.2. H & S Code, complies with 1990 NEC Art. 210-8, Section 17921.3 (b) . which reads as follows:
All 125-volt, single-phase, 15- and
20- ampere receptacles installed in bathrooms, garages, basements, outdoors and within 6 feet of a kitchen sink.
NOISE INSULATION (DUPLEXES)
Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibels and an Impact Insulation Class (IIC) rating on floor/ceiling of 50 decibels. Title 24.
3. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed,
Show water heater size, type and location on plans. UPC Section 1301. I+ opplrcable c shod
the guest houie Jet #ot wAer ?) 155 Note on the plans that 'combustion air for fuel burning water heaters will be provided in accordance with the Uniform Plumbing Code". I f crPpl;ab1C lined, or insulated to maintain required sound transmission rating. Title 24.
Provide insulation in walls and ceiling to achieve STC of 50 between garage and living area if garage use is not controlled by resident. Title 24.
Fuel combustion water heater shall not be installed in clothes closets, in a bathroom or bedroom, or in a closet opening into bathroom or 1309.
Provide adequate barrier to protect water heater from vehicle damage.
An 18" platform for the water heater does not satisfy this NOTE: Plans submitted after January 1, requirement. UPC, Section 1310. 1993 must comply with the new energy
158. Show T and P valve on water heater
and show route of discharge line to exterior.
159 Show that water heater is 0 adequately braced to resist seismic
PLUMBING (UNIFORM PLUMBING CODE)
0
ENERGY CONSERVATION
standards.
Provide plans, calculations and worksheets to show compliance with current energy standards.
166 The regulations require a properly completed and properly signed Form CF-1R to be either imprinted on the plans, taped to the plans or 30" circle and has a minimum floor "sticky backed" on the plans, to area of 1,024 sq. in. UPC 909 (d). allow the building inspector to readily compare the actual New water closets and associated construction with the requirements flushometer valves, if any, shall of the approved energy design.
167 All energy items shown on the plans must be in agreement with the information shown on the properly completed Form CF-1R.
use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A112.19.2, and urinals and associated flushometer valves, if any, shall use no more than one gallon per flush and shall meet performance standards established by the American
c
0
0
11/17/93 12
Specify on the buildins Dlans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatorv Measures Checklist."
Show the make, model and efficiency of the space heating (or cooling) system.
For room additions , show compliance with the energy standards. See attached.
Provide fluorescent general lighting (40 lumens per watt) in
Provide a note on the plans stating "All new glazing -(fenestrations) will be installed with a certifying label attached, showing the U-value."
and bathrooms.
CARLSBAD S .F.D. & DUPLEX SUPPLEMENT
Energy conservation design should be for Zone 7.
For gas piping under slabs that serve kitchen island cooktops, see the attached Policy 91-46 for special sleeve and clean-out requirements.
New residential units must be pre- plumbed for future solar water heating. Note that two roof jacks must be installed where the water heater is in the one story garage and directly below the most south facing roof (City Ordinance No. 8093).
Note that two 3/4" copper pipes must be installed to the most convenient future solar panel location when the.water heater is not in a one story garage and is not directly below the most south facing roof. (City Ordinance No. 8093).
All piping for present or future solar water heating must be insulated when in areas that are not heated or cooled by mechanical means (city policy).
Incor orate the water roofing detaiys, on the attache8 Policy 80-8, where interior living space occurs below grade at the masonry wall(s).
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.
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
City Ordinance 9792 requires two parking spaces/unit with clear area of 20'x20' i.e. no washing machines, etc. Show compliance.
Overflow roof drains shall terminate in an area where they will be readily visible and will not cause damage to the building. If the roof drain terminates through a wall, the overflow drain shall terminate 12" minimum above the roof drain. Policy 84-35.
apply -
MISCELLANEOUS
Please see additional corrections, or remarks, on the following page.
To speed u the recheck process, note on tEis 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 indicate:
Yes No
The City of Carlsbad has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have an questions regarding these plan checf: items, please contact
. at Esgil CoFporation. /
Thank you.
. Certificate of Compliance: Residential (Page 1 of 2) CF-I R
Project Tllle Date I Building Pennir I I . Project Address
Plan Check I Date Oocumentrtlon Author Telephone
Compllrnce Method (Package, Point System or Computer) Cllmrlr Zone Enforcement Agency Use Only
GENERAL INFORMATION
Total Conditioned Floor Area: ft2
Buiiding Type: - Single Family - Addition
(check one or more) - Multi-Family - Existing-Plus-Addition Front Orientation:
Number of Dwelling Units:
Floor Construction Type:
North 7 East / South /West / All Orientations
(Input orientation in degrees and cirde one.)
Slab / Raised Floor (cirde one or both)
-
BUILDING SHELL INSULATION
Construction Component Insulation Assembly LocationlComment s Type R-value U-value (attic, to garage, typical. etc.) .
Wall ..............
Wall .............. Roof .............
Roof ............. Floor ........... :. Floor ............. Slab Edge ....
FENESTRATION Shading Devices
Fenestration Area Fenestration Interior Exterior Overhang .. FramingType’ . Orientation (St) U-value (roller blind, etc.) (shadescreen, etc.) (ye slno) (met aho&iriyl)
Front ..... ( ) Front ..... ( ) Le ft....... ( ) Le ft;...... ( )
Rear ..... ( ) Right ..... ( ) Right..,.. ( ) Skylight ....... Skylight .......
Rear ..... ( )
I
THERMAL MASS
Type/Cove ring Area Thickness filabhxposed, tile, etc.) (Sf) (inches) LocatiorVDescription (kitchen, bath. etc.)
........ _- -. .... ~~ .. ..._.... .......... ...
,. Certificate of Compliance: Residential (Page 2 of 2) CF-1 R
.a
Project Title Dale
HVAC SYSTEMS Note: Input hydronic 01 combined hydronic data under Walw Heating Systems, except Design Heating Load.
Heating Equipment Minimum Type and Duct or Type (furnace, heat Etf iciency Location Piping Thermostat pump, etc.) (AFUUHSPF) (dudslattic, etc.) R-value Type
Distribution
Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Configuration
heat pump, evap. cooling) (SEER) . (anic, et.) R-value Type (split or package)
WATER HEATING SYSTEMS
. Energy’ External
Water Heater Distribution Number Input (kW Capacity Recovery Standby’ Insulation Type Type in System or Btu/hr) (qallons) Elf iciency Loss (%) R-value
Rated‘ Tank Faclor or Tank
1. For small gas storage (rated input s75,oOO Btulhr). electrlc resistance and heat pump water heaters, list Energy Factor: For large gas storage water heaten (rated input 2 75.000 Bar), list Rated Input ReaJvery Effiaency and Standby LOSS. For Instantanctous gar water heaters. list Rated Input and Recovery Efficiency.
SPECIAL FEATUREWREMARKS (Add extra sheets if necessary)
. COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance specificab’ons needed to comply with Ttle 24, Parts 1 and 6, of the California Code of Regulations, and the administrative regulations to implement them. This cerlifmte has been signed by the individual with overall design responsibility; Whqn this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special FeaturedRemarks section.
Deslgner or Owner (per Buslnesr a Professions code) Documentation Author
Name: Name:
fide/Fii: lide/Fm:
Addre 15: Address:
Telephone: Telephone:
Lii. x:
(SigniitUR?) (daw1 (signature) (date)
Enf orcernen t Agency
Name:
Xde:
Agency:
Telephone:
(sig nahtrdstamp) (dale)
Rovld January 1992
OESC R I PTlON I DESIGNER I ENFORCEMEi
Buildlng Envelope Measures
$1 %(a): Minimum R.19 ceiling insulation. .
$1 50(b): Loose W 'mulation manufacturer's labeled R-value.
$1 M(d): Minimum R-13 raised floor insulation in hamed noors; minimum R-8 in conaete raised floors.
$1 50(1): Slab edge insulation - water absorption @e no greater than 0.3%, water vapor transmission rate no greater than 2.0 permlinch.
$1 18: Insulation spedfied or installed meek Califor& Energy Commission quality standards.
Indicate type and form.
$1 sO(c): Minimum R-13 wall insulation in hamed walls (does not apply to exterior mass walls). I
I I L $1 16-1 7: Fenestration Products, Exterior Ooors and InhlhtionExfiltration Controls a. Doors and windows behveen conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration produck have label with ceAfied U-value, and infiltration certification. c. Exterior doocs and Windows weathentripped; all joints and penetrations cauorrd and sealed.
$1 %(g): Vapor barriers mandatory in Climate Zones 14 and 16 only.
$1 %(f): Sp-al intiitration barrier instaJled to comply With $151 meek Commission quality standards.
51 we): Installation of Fireplaces, brahe Gas Appliams and Gas Locp
1. Masonry and factory-built fireplaces have: . a Closeable mea or gtass door b. Outside air intake with damper and contrd c. Flue damper and control 2. No wntinuous burning ga pilok allowed.
I
i
I
Space Conditloning, Water Heating and Plumblng System Measures
$1 10 -1 3: WAC equipment water heaters, showerheads and faucek certified by the Commission.
$1 5o(i): Setback thermostat on all appicable heating systems.
$1 %Q: Pip and Tank Insulation
1. Indirect hot water tanks (e.g., unfired storage tanks 01 Wp sob hot water tanks) have insulation
blanket (R-12 or greater) or combined interiorlexteriorinsuhtion (R-16 or greater).
2. First 5 feet of pipes closest to water heater tank, m-redrculating systems, 'mulated (R-4 or greater). 3. All buried or exposed piping insulated in recjrwMng sections 01 hot water system.
4. Oxling system piping below 550Finsulated. 5. Piping insulated between heating source and indired hot water tank
1. Dvcb consbbcted, instand and sealed to comply with UMC seclions 1002 and 1004; ducts insulated
2. Exhaust fan systems have backdraft or automatic dampers 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible,
$l%(rn): Dvck and Fans
to a minimum installed value of R-4.2 or duck endmed entirely within conditioned space.
manually operated dampers..
$1 14: Pool and Spa Heating Systems and Equipment 1. System is cerb'fied Vrith 78% thermal effiaency, on-off switch. weatherproof operating instructions,
no electric resistance heating and no pilot light
2. System is installed with: a At least 36' pipe between filter and heater for future sola heating.
b. Cover for outdoor pods or outdoor spa 3. Pool system has direcSonal inlels and a arculation pump time switch.
$1 15: Gas-fired central furnace, pool heater, spa heater or household anking appliance have no anthously buring pilot light (Emption: Non-electrical cooking appliance with pilot < 1% Btwhr.)
Llghtlng Measures
$1 SO(k): 40 Iumen9mtt or greater for general lighting in kitchens and rwms with waler dwk; and
recessed ceiling fixtures IC (insulation mw) approved.
Aavlsed January 1992
Date8 ?/ 7
6 BUILDING POXTION EUILDING ARE4
liv)nGl. * fl
Jurisdiction
%
VA LU A T I ON MU LT I PLI ER VALUE
Prepared byt
VALUATTON AND PLAN CHXK FEE urn VPZ,
- I
I I
I
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A ir Cond it ionine:
@ Coininerciel .
Res id entia1 @
Res. or Corn.
Fire Sprinklers @
L Total Value I *&/a$=
n Bldg. Dept.
0 Esgil
PLAN CHECK NO.
APPLTCANT/CONTACT TC&W PHONE NO. 72 q- 67 7
EUILDING OCCUPANCY R- 3 DESIGNER PHONE
TYPE OF COSSTRUCTION td CONTRACT09 PHONE
94 - //3 7
BUILDING ADDRZSS / 767 &&s PA
I
C 0 M ME N 15;
SHEET / OF 12/87
BUILDING PLANCHECK CHECKLIST
PLANCHECK NO. CB 9p 4/13 7
-d52a7 EST. VALUE Y,ST/2o
DATE:
BUILDIN DDRESS:
PROJECT DESCRIPTION: CUBT &&K
ASSESSOR’S PARCEL NUMBER: 1 c6
ENGINEERING DEPARTMENT
DENIAL
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 Mice 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.
0 A Right-of-way permit is required prior to construction
of the following improvements:
and/or specifications
Date:
Date:
ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON
0 Dedication Appllcatian 0 Dedication Checklist 0 Improvement ~pplica~on 0 Improvement Checklist
c] Future Improvement Agreement
c] Grading Permit Application 0 Grading Submittal Checklist 0 Right ot way Permit ~pplication 0 Right d Way Permit Submittal Checklist
0 Sewer Fee Information Sheet
and Information Sheet
NAME:
City d -bad
ADDRESS: 2075 Las Palmas Dr.. Carlsbad. CA 92009
PHONE : (6191 438-1161. Ext.
A4
P\DOCS\CHKLSnBP0001 .FRM REV OS11 1/94
2075 Las Palmas Dr. * Carlsbad, CA 92009-1576 (619) 438-1161 FAX (619) 438-0894
do
$0
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0
0
0
BUILDING PLANCHECK CHECKLIST
SITE PIAN
1.
2.
3.
4.
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. Rightof-Way Width & Adjacent Streets
Show on site plan:
A. Drainage Patterns C. Existing Topography
6. Existing & Proposed Slopes
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.).
Include on title sheet
A. Site address
6. Assessor's Parcel Number
C. Legal Description
For commercial/industriaI 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 d4 REVWllIW
BUILDING PLANCHECK CHECKLIST
DISCRETIONARY APPROVAL COMPLIANCE ~sJV add &dJ 0 5. Project does not comply with the following Engineering Conditions of approval for
Project No.
Conditions were complied with by: Date:
DEDICATION REQUIREMENTS
[7 6. 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
0 7a. 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 $ 9, , dc-i’723 -pursuant to Code Section 18.40.040.
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 resubmittat.
Improvement Plans signed by: Date:
P\WCS\CHKLST\BP0001 .FRM Page2d4 REVWID4
BUILDING PIANCHECK CHECKLIST
1stJ 2ndJ 3rdd 000
no0
Bo
no
no
7b. 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 ylows:
Improvement Plans signed by: Date:
7c. Enclosed please find your Future Improvement Agreement. Please return signed and
notarized Agreement to the Engineering Department.
Future Improvement Agreement completed by:
Date:
7d. 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 OccuDancw.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section 1 1 B6.030
of the Municipal Code.
8a. Inadequate information available on Site Pian to make a determination on grading
requirements. Include accurate grading quantities (cut, fill import, export).
8b. 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 rough aradincl approval obtained prior
to issuance of a Buildina Permit.
Grading Inspector sign off by: Date:
&. No Grading Permit required.
P\DOCS\CHKLSnBP0001 .FRY Page3a14 REV 0511 1/91
BUILDING PLANCHECK CHECKLIST
MISCELLANEOUS PERMITS
9. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-way and/or
private work adjacent to the public Rightof-Way. Types of work include, but are not
limited to: street improvements, trees, driveways, tieing into public storm drain, sewer
and water utilities.
0 0
Right-of-way permit required for
A separate Rightof-Way permit issued by the Engineering Department is required for
the following:
db 0 0 10. A SEWER PERMIT is required concurrent with the building permit issuance. The fee
& 0 0 11. INDUSTRIAL WASTE PERMIT is required. Applicant must complete Industrial
is noted in the fees section on the following page.
CY Waste Permit Application Form and submit for City approval prior to issuance of a
pl,gy Permit.
Industrial waste permit accepted by: Date:
t
P\DOCS\CHKLSllBP0001 .FRY Page4d4
P[AN"Cc3IE(=KLISI'
Plan Check No. 94- 11 37 Address 1707 R,,# elcl
Planner DAVID RICK Phone 438-1161 en. 4328
(N=d
APN: A564 a * 67
GJG 5 bwr-e_
Facilities Management Zone etw
3 bc Type of Project and Use
CFD out) n cvcle property in, complete SPECLAL TAX CALCULATION
WORKSHEET provided by Building Department.)
zone*
4 &
222 am. OOO dII Lrnted
-6bb
QESE Item Complete
Item Incomplete - Needs your action
1,2,3 Number in circle indicates plancheck number where deficiency was
identified dn 0: Emb~tdRNiew Ibpdd: YES-NO- Jy(PE
DATE OF COMPLETION:
Compliance with conditions of approval? Lf not, state conditions which require action.
Conditions of Approval
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval
DATE OF APPROVAL:
San Diego Coast Distmict, 3111 Camino Del Rio North, Suite 200, San Diego, CA. 92108-1725
(619) 521-8036
Comphct with conditions of approval? ~f not, state conditions which require action.
conditions of Approval
Lndusionary Housing Fcc requid: YES - NO (Effective date of Inclusionary Housing Ordinance - May 21, 1993.)
Site Plan:
1. Provide a fully dimensioned site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed stxuctures,
sueets, existing street improvements, right-of-way width, dimensioned setbacks and existing topographical lines.
2. Provide legal description of propmy, and assessois parcel number.
zoning.
1. Setbacks:
Front: Required ad' Shown VUJ
[nt. Side: Required ? Shown 4'
Street Side: Required W Shown A& Rear: Required /f' Shown ZO'
2. Lot coverage:
3. Height:
RqW
4. Parking: Spaces RqW 2 chfp~~ Shown 2 c~~~~~
Guest Spaces Rquired Shown
Additional Comments
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER ,kL3c DATE ?-z-?./
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CSL ENTERPRISES
3781-8 HISSIOB AVE. 1380
OCBUS I DE, CAI, I PORN1 A 9205 4
PRELIMINARY GEOTECHNICAL INVESTIGATION
Proposed Residence Butters Road
Carlsbad, California
for
Isadore Stone
1011 Chinquapin, Apt D
Carlubad, California
Date: .August 27, 1993
Y
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Y
1 I
*CSL ENTERPRISES
3784-~ nIssron an. 1380 , OCEAliS I DE, CAI, IFORNI A 9 205 I
Isadore Stone August 27,1993
1011 Chinquapin, Apt. D
Carlsbad, California
92008
Subject: Preliminary Geotechnical Engineering Investigation Proposed Residence
Adjacent To 1715 Butters Road
Car lsbad, Cal i f ornia
Mr. .Stone:
In accordance with your request, we are pleased to present this Preliminary Geotechnical Engineering Investigation.
I"
This' report presents the results of our preliminary geotechnical investigation performed on the subject property. The purpose of this investigation was to determine the nature of the soils
underlying the site, to ascertain their engineering properties, and to provide recommendations for foundation design, resistance to lateral loading, site preparation and paving.
This investigation included excavating two exploratory test pits, obtaining representative soil samples, laboratory testing and analysis, and the preparation of this report. The exploratory test pit locations are shown on the enclosed plot plan.
Also attached are the laboratory results.
The site is an existing vacant lot adjacent to 1715 Butters Road.
- The property currently has low lying grasses and trees. The lot
is a flaglot and slopes gently down to the east.
The neighboring development consists of one to two story residential units. Drainage is by sheet flow run-off along existing contours and is
directed towards the street.
The site was explored on August 26, 1993 by excavating two
exploratory test pits. The test pits varied in depth from 5 to 6 feet. The test pits locations are shown on the enclosed plot
,
plar-I arid the scbilu encountered are logged on Table I. Samples were tested as indicated in the Appendix.
The near surface soi 1s were pc)rous atid distur]:ied in both teat
pita with depths varying froiii 1 to 1 1/2 feet k~elijw existing grades. Below these soils, dense clayey sands are encountered which were low to moderately expansive and possess high shear strength suitable for foundation support.
The soils ranged from slightly moist to moist and were low to
moderately expansive.
Soil profiles may be obtained from individual borings or test pits placed on the subject property, These profiles should in no way- be constructed to reflect any variation which may occur between these borings or test pits.
Groundwater was not encountered to the maximum depth of
exploration and should not pose a problem during construction as proposed. However, it must be noted that fluctuations in the level of the groundwater may occur due to variations in rainfall, temperature, and other factors not evident at the time measurements were made and reported herein.
Based on the site conditions encountered, it is our opinion that
the subject site is suitable for the proposed residence, provided
that the recommendations presented below are incorporated into
the final design and construction phases of development.
Foundations
The recommended bearing material is the dense gold to red brown
clayey sand found approximately 6 to 9 inches below grade in the . test pits. Wall footings may be designed for a bearing value of
2,500 per square foot, and should be a minimum of 12 inches in width, 12 inches in depth below the lowest adjacent grade, and 12 inches into the recommended bearing material. Column footings may be designed for a bearing value of 2,500 pounds per square
foot, and should be a minimum of 2 feet in width, 12 inches in
depth below the lowest adjacent grade, and 12 inches into the
recommended bearing material.
All footings should be reinforced with a minimum of two number
four steel reinforcing bars. One placed near the top and one '=s;
near the bottom of the footings. b
The bearing values indicated above are for the total of dead and frequently applied live loads, and may be increased by one third
for short duration loading, which includes the effects of wind or
seismic forces. Resistance to lateral loading may be provided by .friction acting at the base of foundations and by passive earth pressure. An allowable coefficient of friction of 0.4 may be
used with the dead load forces.
Passive earth pressure may be computed as an equivalent fluid
having a density of 300 pounds per cubic foot with a maximum
earth pressure of 2,500 pounds per square foot. When combining
passive and friction for lateral resistance, the passive
component should be reduced by one third. For design of isolated
poles, the allowable passive earth pressure may be increased by
100 percent.
Settlement of the foundation system is expected to occur on initial application of loading, The maximum settlement is expected to be 1/2 inches and occur below the wall footings.
Differential settlement between structural elements is not
expected to exceed 1/4 inches.
Betdininu Walls
Free standing retaining walls may be designed for an equivalent fluid pressure of 30 pounds per square foot per foot of depth. Additional active pressure should be added for a surcharge
condition due to sloping ground, vehicular traffic or adjacent structures. The allowable bearing, friction, and passive earth pressure may be found in the preceding sections.
1 Soils
Fill earth material was not encountered on the site in the test
pits.
ExDansive Soils .
' The on-site soils are in the 1sw to nsion range. The-\ expansive characteristics were dete L1u:.aIndex Test method (U.B.C. Std. 29-C). The near surface soils had an index of
23. Special treatment of the soils is required as indicated in
the foundation section and the floor slab section.
Excavations may be required during construction. The excavations are expected to expose dense clayey sands which are suitable for vertical excavations up to 5 feet.
Temporary excavations may be cut vertically up to heights of 5 feet, except where surcharged by adjacent structures.
Excavations over 5 feet in height may be cut at a 1:l slope
gradient. All excavations should be stabilized within 30 days of
initial excavation, water sfic~uld not be allowed to pond c1n top of the excavation nor to flow toward:: it. NO vehicular surcharge
should be allowed within three feet of the top of cut.
Floor slabs should be reinforced with at least number 3 reinforcing bars placed 24 inches on center. nominal thickness of four (4) inches. Slabs which will be
provided with a floor covering should be protected by a
polyethylene plastic vapor barrier. The slab should be underlain
with a thin layer of sand, to prevent punctures and aid in the
concrete cure.
Slabs should have a-
Any by fill Our '3 It is recommended that all footings be observed representative prior to placing concrete or steel. which iu placed should be observed, tested, and verified if used for engineered purposes. Please advise this office at least 24
hours prior to any required site visit.
The geotechnical engineer has prepared this report in accordance
with generally accepted engineering practice and makes no other warranties either expressed or implied as to the professional advice provided under the terms of the agreement and included in this report.
Re3peCt.f Ully Submitted,
Principal Engineer
RCE 35007
Enc:Plot Plan Appendix Table I Plate B and D
xc: (4) Addressee Attn: Mr. Isadore Stone
- --
+4\
PLOT PLAN
PROPOSED RESIDENCE
ISADORE STONE
--- --92ot
" . ,'
tmmSP5 '12oA-u
APPENDIX I
EXPLORATION AND LABORATORY TESTING
EXPLORATION
Field exploration was performed by excavating test pits. The soils are logged by our field engineer and classified by visual examination in accordance with the Unified Soil Classification System.
The. location of test pits is determined by property lines
furnished by the client. Elevations of borings are determined by hand level or interpolation between plan contours. The location and.elevation of the test pits should be considered accurate only to the degree implied by the method used.
Undisturbed samples of soils encountered are obtained at frequent intervals. Samples are obtained by driving a thin-walled, steel sampler with successive drops of the Kelly bar. The required blow count for one foot of penetration is shown on the "Boring
Log$", A-Plates. The soil is retained in brass rings of 2.50
inches inside diameter and 1.00 inches in height. The central portion of the sample is retained in close fitting, waterproof containers.
CLASSIFICATION
The field classification is verified in the laboratory, also in accordance with the Unified Soil Classification System. Laboratory classification may include visual examination, Atterberg Limit Tests and grain size distribution. The final classification is usually shown on the test pit or boring logs.
ISTUBF: - DENSITY
The field moisture content and dry unit weight are determined for each of the undisturbed soil samples. The information is useful in providing a gross picture of the soil consistency between borings, or test pits, and any local variations. The dry unit weight is determined in pounds per cubic foot. The field moisture content is determined as a percentage of the dry unit weight.
Shear tests are performed fn the soil Test Direct Shear Machine which is of the strain control type. The rate of deformation is approximately 0.025 inches per minute. Each sample is sheared under varying confining loads in order to determine the Coulomb
shear strength parameters, cohesion and angle of internal
friction. Samples are generally tested in an artificially
saturated condition. Depending upon the sample location and
future site conditions, samples may be tested at field moisture
content. The results are plotted in the "Shear Test Diagram", B-
Plates.
Settlement predictions of the soil's behavior under loads are
made on the basis of the consolidation tests. The consolidation apparatus is designed to receive one of the one-inch high rings. Loads are applied in several increments in a geometric progression, and the resulting deformations are recorded at selected time intervals. Porous stones are placed in contact with the top and bottom of each specimen to permit addition and release of pore fluid. Samples are generally tested at increased
moisture content to determine the effect of water contacting the bearing soil. The normal load at which the water is added is
noted on the drawing. Results are plotted on the "Consolidation-
Pressure Curve", C-Plates.
In order to determine the expansiveness of the soil, two tests
are generally performed. The swell test is performed on the natural or recompacted soil on two rings. Each ring is confined by a normal load of 60 pounds per square foot. One ring is inundated with water and allowed to expand over a 24-hour period. The total vertical rise is measured and the swell determined as a percent of vertical height. The second ring is air-dried and the shrinkage measured. The total expansion is determined as the arithmetic total of the air-dry and the saturation measurements.
The expansion character is often determined by the Expansion
Index Method (U.B.C. standard 29-2).
Compaction tests are performed in accordance with ASTM D 1557. Remolded samples for shear, swell, and consolidation are then prepared at densities corresponding to 90 or 95 percent of the
maximum dry density. Compaction tests are tabulated on Plate D.
Shear tests are shown on B-Plates and consolidation results on C-
Plates.
CSL-1024-SD ..
TEST PIT DEPTH
.ELL LrLl
SOIL DESCRIPTION
1 o - .5 Silty and sandy clays Brown to Red-
.5
2 0
Brown, Moist t3 very moist, Mediurn
Dense, porous, slightly disturbed
6 Clayey Sands,Gold to ReZ-Brown, Slightly
Moist, Dense
End at 6t, No Fill nc, nw
-.6 Natural, Silty Sands, slightly porous, light brown to red brown, medium dense
.6-5 Clayey Sands,Gold to Red-Brown, Slightly
Moist, Dense
End at 6', No Fill nc, nw
- DIRECT SHEAR TEST RESULTS
SYMBOL
0
0
A
SAMPLE LOCATION COHESION (PSf) ANGLE FR ICTI ( ON a)
72527- 2H
3.0
REMARKS I
.-
SROJECT NO. I PLATE
SOIL SAMPLE
SAMPLE LOCATION
DEPTH FEET
CLASSIFICATION o
NAX'IMUM DRNSITY
IP.C.F.)
i2IzuYL MOISTURE
(%1 - (U.R.C. 29 - C)
EXPA"ESS
TP-1
119.2
CSL-1024-SD
10E&PsOT17.3CkOS CERTIFICATE OF COMPLIANCE: RESIDENTIAL
Carlsbad, CA 92008
Documentation Author ... David McKinley
Telephone .............. (619) 434-3750
Compliance Method ...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 07
Company ................ McKinley Engineering
Page 1 CF-1R
Building Permit #
Plan Check / Date
Field Check/ Date
I I
GENERAL INFORMATION
Conditioned Floor Area..... 480 sf Building Type .............. Single Family Detached
Construction Type ......... New
Building Front Orientation. Front Facing 90 deg (E)
Number of Dwelling Units ... 1
Number of Stories .......... 2 Floor Construction Type .... Raised Floor (Package E)
BUILDING SHELL INSULATION
Component Insulation Assembly Type R-value U-value Location/Comments
Wall R-13 0.088
Door R-0 0.330
Roof R-19 0.046
Floor R-13 0.046
FENESTRATION
Orientation
# of Interior Over-
Area U- Pan- Shading/ Exterior hang/ Framing
(sf) Value es Description Shading Fins Type --
Window Front (E) 25.0 0.780 2
Window Left (S) 9.0 0.780 2
Window Left (S) 10.0 0.780 2 Window Back (W) 12.0 0.780 2 Window Back (W) 4.0 0.780 2 Window Right (N) 25.0 0.780 2
Window Right (N) 6.0 0.780 2
Drapes-Std
Drapes.Std Drapes.Std Drapes.Std
Drapes-Std
Drapes.Std
Drapes-Std
None None Metal None Yes Metal None None Metal
None None Metal
None None Metal
None None Metal
None None Metal
WAC SYSTEMS
Minimum Duct Duct Thermostat
Equipment Type Efficiency Location R-value Type
Electric 3.41 HSPF None R-O Setback
NoCooling 10.00 SEER None R-0 Setback
0 W N E R-BUI LDER VERI FlCATlO N
Attention Property Owner:
An 'owner-builder' building permit has been applied for in your name and bearing your signature.
Please complete and return this information at your earliest opportunity to avoid unnecessary delay in
processing and issuing your building permit. No building permit will be issued until this verification is
received.
I personally plan to provide the-r and materials for construction of the proposed property
improvement (yes or no)
I (have/- YE. 5-
proposed work.
YE f
signed an application for a building permit for the
0
3. I have contracted with the following person (firm) to provide the proposed construction:
Name
Address City
Phone Contractors License No.
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise,
and provide the major work:
Address City
Phone Contractors License No.
5. I will provide some of the work but I have contracted (hired) the following persons to provide the
Name Address Phone Type of Work
. work indicated:
@ . 20 /5-Las Palmas Drive - Carlsbad, California 92009-1 576 - (61 9) 438-1 161