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;1 STRUCTION. WHETHER SPECIFIED HEREIN OR NOT 1 ALS1 KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL L1 EXPENSES WHICH MAY )N ANY WAY ACCRUE AGAINST S1 GRANTING OF THIS PERMIT,>O AGREE TO SAVE INDEMNIFY ANDABILITIES. JUDGMENTS, COSTS ANDAID CITY IN CONSEQUENCE OF THEr O2
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^ I*s !=* * m3)| CARLSBAD BUILDING DEPARTMENT APPLICATION & PEFl 1200 Elm, Carlsbad, California 92008-1989 (619)438-5525H
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i HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DOCERTIFY IJNDEH PENALTY 'OF PERJURY THAT ALL INFORMATION HEREON INCLUCDECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A FISSUED: TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDSTRUCTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEM^KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, CCEXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCfGRANTING OF THIS PERMITO-n— iIm
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I — 11 herebv affirm that 1 am pxprnnt frnm \t\e Contrac-tor's License Law tot the lolloping reason (Sec 7031.5Business and Professions Code Any city or county whicr, re- Iquires a permit to construct, alter, improve, demolish, orrepair any structure, prior to its issuance also requires the ap 'pticant for such rjermit to tile a siqned statement that he is ,7?
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OOm 1CONTRACTORC-Je iY*j>i *&>\ flj/i^A . CQ^ICONTRACVORS PHONE *753-7704NOzm i[] 1 hereby affirm that 1 am licensed under iprovisions of Chapter 9 (commencing with iSection 7000) of Division 3 of the Business•nd Professions Code, and my license is in 'full force and effect. 11 ir Mil f.la« 13
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1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 438-5525
MISCELLANEOUS
RECEIPT
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City Zip
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COMPLETE FOR PLAN CHECK ONLY
LEGAL DESCRIPTION 1 B> LA
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01-00-00-8806* PLAN CHECK FEE__
VALUATION fc* -J. (Q J) -> •
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PARKS AND RECREATION FEE_
PUBLIC FACILITIES FEE
SCHOOL FEE - DISTRICT
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Encinitas
'WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE
APPLICANT IN 180/DAYS AND NO BUILDING PERMIT IS ISSUED. ARE
FORFEITED TO THE CITY.
COMMENTS:
White — Applicant Yellow — File Pink — (1) Finance (2) Data Process Gold — Assessor
City of Carlsbad
1200 ELM, CARLSBAD, CA 92008 • TEL (619) 438-5525
MISCELLANEOUS
RECEIPT
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1 1 Fncinitas
1 1 San Diego
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•WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE
APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED. ARE
FORFEITED TO THE CITY.
COMMENTS:
J
White — Applicant Yellow — File Pink — (1) Finance (2) Data Process Gold — Assessor
REfQU
INSPECTOR
OWNER
of Carteimb
OR INSPECTION RECORD
TIME:
ADDRESS
(-BUILDING )
D
D
D
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D TEMPORARY SERVICE
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D SOLAR HEAT
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SPECIAL INSTRUCTIONS.
Ready For Inspection: D Monday D Tuesday D Wednesday D Friday
Citp of Cartebab
REQUEST FOR INSPECTION RECORD
**^f JM (f f I / xy — f Jr r^
INSPECTOR / / In PERMIT NO O^ *~ *& 1 DATF- A*"_S "OO
OWNER — ^ >0
ADDRESS £•"£'1 Cx n'Q'A Qs& L- ,
RFOIIFSTFnRY ^/Q ^ PHONE NO. "fiS^* ' '* 'Q*L * /jl
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Ready For Inspection: D Monday
n A.M. D P.M.
D Tuesday D Wednesday D Thursday
€itp of Cartefcab
REQUEST FOR INSPECTION RECORD
INSPECTOR //^V PERMIT NO %$&7 n/m=' ^— Q/
OWNER
ADDRESS exDcT* 7 / d./\^f^Ji (— -/~ •
REQUESTED BY QT^ CCA-KK^^-^ PHONE NO. ~7.<r3-7"7<->6
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D GAS TEST
D WATER HEATER
D SOLAR WATER
D FINAL
SPFHIAl INSTRUCTIONS
MISCELLANEOUS
D CONDITIONED AIR SYSTEMS
D SOLAR HEAT
D PATIO
D POOL Q SPA
D SIGN
D GRADING
D DRIVEWAY
D FINAL
XS /
Ready For insD^ion: D Monday D Tuesday D Wednesday O^Thursday Q Friday
n A.M. B^P.M.
€itp of Cartebab
REQUEST FOR INSPECTION RECORD
INSPECTOR "fT**^. PERMIT NO
TIME: V
DATF- *i
OWNER
• t~s~* r
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ADDRESS ctO<pfy CAtf-AC&t,,*
REQUESTED BY PHONE NO.
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a FOUNDATION D FOOTING D SLAB
D REINFORCING STEEL
a MASONRY
D GROUT -GUNITE
a FLOOR AND CEILING SUB FRAME
D SHEATHING D ROOF D SHEAR
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D SEWER AND PUCO
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D TUB OR SHOWER PAN
D GAS TEST
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MISCELLANEOUS
D CONDITIONED AIR SYSTEMS
a SOLAR HEAT
D PATIO
a POOL n SPA
a SIGN
Q GRADING
D DRIVEWAY
D FINAL
SPECIAL INSTRUCTIONS.
Ready For Inspection: D Monday
^ * M n P.M.
D Tuesday Wednesday D Thursday D Friday
Citj* 9i Cartefofc
REQUEST FOR INSPECTION RECORD
INSPECTOR.
OWNER.
<P,&V ^ x^
ADDRESS
D FOUNDATION D FOOTING D SLAB
D REINFORCING STEEL
D MASONRY
Q GROUT -GUNITE
D FLOOR AND CEILING SUB FRAME
n SHEATHING D ROOF D SHEAR
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D INSULATION
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D FINAL
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D UNDERGROUND PLUMBING
Q SEWER AND PL/CO
D TOP OUT PLUMBING
D TUB OR SHOWER PAN
D GAS TEST
D WATER HEATER
D SOLAR WATER
D FINAL
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D CONDITIONED AIR SYSTEMS
D SOLAR HEAT
a PATIO
a POOL a SPA
D SIGN
a GRADING
D DRIVEWAY
D FINAL
SPECIAL INSTRUCTIONS.
Ready For Inspection: D Monday
- • " n P.M.
D Tuesday v5 Wednesday D Thursday Friday
top of Cartebab
REQUEST FOR INSPECTION RECORD
INSPECTOR PERMIT NO ** -* *^*7~ HATE: ft/sO/ftf
OWNER ffl-\j~*~' f rr\*^f-'/ /
ADDRESS o^-<?-2-9 C>Va7A<^H?'4r, d^" ,
REQUESTED BY *<fl&& C^Bt^US^J^iJ PHONE NO. TTt? - "77f)C^
BUILDING
D FOUNDATION ID FOOTING D SLAB
D REINFORCING STEEL
a MASONRY
D GROUT -GUNITE
D FLOOR AND CEILING SUB FRAME
D SHEATHING D ROOF D SHEAR
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D TEMPORARY SERVICE
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D SEWER AND PL/CO
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MISCELLANEOUS
b^CONDITIONED AIR SYSTEMS
'D SOLAR HEAT
D PATIO
D POOL D SPA
a SIGN
D GRADING
D DRIVEWAY
D FINAL
SPECIAL INSTRUCTIONS.
Ready For Inspection: D Monday
^i AM. D P.M.^l\D Wednesday D Thursday D Friday
Citp of Cartefcab
REQUEST FOR INSPECTION RECORD
INSPECTOR
OWNER
ADDRESS
BUILDING
D FOUNDATION D FOOTING D SLAB
D REINFORCING STEEL
D MASONRY
D GROUT-GUNITE
D FLOOR AND CEILING SUB FRAME
D SHEATHING D ROOF D SHEAR
D FRAME
D EXTERIOR LATH
O INSULATION
a INTERIOR LATH OR DRYWALL
D FINAL
ELECTRICAL
D TEMPORARY SERVICE
D UFFER GROUND
TRIC UNDERGROUND
ROUGH ELECTRIC
D POOL BONDING
D ELECTRIC SERVICE
PLUMBING
0 UNDERGROUND PLUMBING
D SEWER AND PL/CO
a TOP OUT PLUMBING
a TUB OR SHOWER PAN
a GAS TEST
a WATER HEATER
D SOLAR WATER
D FINAL
MISCELLANEOUS
D CONDITIONED AIR SYSTEMS
D SOLAR HEAT
a PATIO
a POOL a SPA
a SIGN
D GRADING
D DRIVEWAY
D FINAL
SPECIAL INSTRUCTIONS.
Ready For Inspection: D Monday
n A.M. a P.M.
D Tuesday Wednesday Thursday D Friday
Cit? of Carfetafe
REQUEST FOR INSPECTION RECORD
TIME:
INSPECTOR
OWNER _
ADDRESS
REQUESTED BY PHONE NO.
BUILDING
D FOUNDATION "^FOOTING D SLAB
n REINFORCING6TEEL
D MASONRY
D GROUT-GUNITE
D FLOOR AND CEILING SUB FRAME
O SHEATHING D ROOF D SHEAR
D FRAME
D EXTERIOR LATH
Q INSULATION
a INTERIOR LATH OR DRYWALL
0 FINAL
PLUMBING
D UNDERGROUND PLUMBING
D SEWER AND PL/CO
D TOP OUT PLUMBING
D TUB OR SHOWER PAN
D GAS TEST
D WATER HEATER
D SOLAR WATER
D FINAL
PERSON TAKING REPORT.
ELECTRICAL
a TEMPORARY SERVICE
D UFFER GROUND
D ELECTRIC UNDERGROUND
D ROUGH ELECTRIC
D POOL BONDING
D ELECTRIC SERVICE
D FINAL
MISCELLANEOUS
D CONDITIONED AIR SYSTEMS
D SOLAR HEAT
D PATIO
a POOL a SPA
a SIGN
D GRADING
Q DRIVEWAY
D FINAL
SPECIAL INSTRUCTIONS.
Ready For Inspection: D Monday
n A.M. D P.M.
Tuesday
I
Q Wednesday D Thursday D Friday
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 2O8
SAN O1EGO. CA 92123
(619)560-1468
DATE:APPLICANT
JURISDICTION;
PLAN CHECK NO;
PROJECT ADDRESS;
D PLAN CHECKER
D FILE COPY
D UPS
E DESIGNER
II The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The plans transmitted herewith will substantially comply
with the jurisdiction's building codes, when minor deficien-
cies identified on the enclosed check list are resolved and
checked by building department staff. C«)**2FJB«-oio;
f] The plans transmitted herewith have major deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
LJ The check list transmitted herewith is the Jurisdiction's
copy for your information. The plans are being held at
Esgil Corp.*until corrected plans are submitted for recheck.
(""] The applicants copy of the check list is enclosed for the
Jurisdiction to return to the applicant contact person.
fi 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.
I I Esgil staff did advise applicant that the plan check has
been completed. Person contacted: _
Date contacted:
REMARKS:/?)COW\
Telephone I
i TH
BY:ENCL:
ESGIL CORPORATION
Form 31584
Jurisdiction
VALUATION AND PLAN CHECK FEE
Bldg. Dept,
Esgil
PLAN CHECK N0.^_
BUILDING ADDRESS
APPLICANT/CONTACT /??/
BUILDING OCCUPANCY __
TYPE OF CONSTRUCTION
PHONE NO.
DESIGNER PHONE
CONTRACTOR PHONE
BUILDING PORTION
/
3 3- so"* Z-7-2"
&ZO& .
Air Conditioning
Commercial
Residential
Res. or Comm.
Fire Sprinklers
Total Value
BUILDING AREA
/2yOi^7 SflJ &Ht
Q S/9*/ 33^ ' -&
( <^rS7-;>>
VALUATION
MULTIPLIER
-hn* S/?ftz
/
*^T
e
e . . -
e • •
VALUE
& /3&/0tcJ J2o£>/^
/?*$-&
X"
Sf0s&
Fee Adjusted To Reflect O Energy Regulations (Fee x 1.1)
Q Handicapped Regulations (Fee x 1.065)
t s
Building Permit Fee 1
Plan Check Fee $(33'
COM MENTSs
8/4/82
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 2O8
SAN DIEGO. CA 92 1 23
(619)560-1468
DATE: _ APgiL rz.. i*iPsS _ • DjlPPfJflANT ^
f UJURISDICTIQJL^
JURISDICTION; £^gL^tax^r» _ ' U PLAN CHECKER
D FILE COPY
PLAN CHECK NO: _ &S-£>"7 _ D UPS
D DESIGNER
PROJECT ADDRESS; -
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
| j The plans transmitted herewith will substantially comply
with the jurisdiction's building codes, when minor deficien-
cies identified on the enclosed check list are resolved and
checked by building department staff.
[""] The plans transmitted herewith have major deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
l""l The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp. 'until corrected plans are submitted for recheck.
(""] The applicants 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:
mm Esgil staff did not advise the applicant contact person that
plan check has been completed.
PI Esgil staff did advise applicant that the plan check has
been completed. Person contacted: _
Date contacted: Telephone #_
REMARKS:
BY t M fttt/M fiM&fV _ EHCL;
ESGIL CORPORATION
x/MLl
Form 31584
MINIHUH CONSTRUCTION SPECIFICATIONS
(Rof: UK - 1970 Edition)
These are minimum specification* established by the Uniform luilding Cod* and shall not supersede My sort restrictive
specifications shown on the approved plan*.
A. Foundation*knd Underfloor
1. Concrete for footings shall hav* a minimum compressive strength of 2000 p*i at 28 days and shall b« composed
of 1 part cement. 3 parts sand. 4 parts of 1" maximum six* rock, and not MM than 7-1/2 gallons of water persaek of cement.
2. Wood and Earth Separation. Foundations supporting wood shall extend at least 6" above the adjacent finish grade.
(Sec. 2907(»)) Provide U" clearance under wood Joists and 12" clearance under wood girders. (Sec. 2517(c))
3. Concrete Slabs. Slabs on grade shall be at least 3-1/2" thick. (Sec. 2623)
4. Treated Mood. All foundation plate* or sills and sleepers on a concrete slab, which is in direct contact with
earth, and sills which rest on concrete or masonry foundations, and wood joists closer than IS", or wood girders
or supports closer than 12" to the ground shall be pressure treated wood or foundation grade redwood.
5. Anchor lolts and Footing Sills. All footing sills shall have full bearing on the footing wall or slab and shall
be bolted to the foundation with 1/2" x 10" bolts embedded at least 7" into the concrete or reinforced masonry
or IS" into unrcinforced grouted masonry, lolts shall be spaced not to exceed 6' on center with bolts not over
12" from cut end of sills. (Sec. 2907(e))
6. Underfloor Vents. Underfloor areas shall be ventilated by openings in foundation walls.. Hall openings shall
have a net area of not less than 1-1/2 sq. ft. for each 2S linear feet of exterior wall. Openings shall be
arranged to provide cross ventilation and shall be covered with corrosion-resistant wire mesh of not less than
1/4" mr more than 1/2" in any dimension. (Sec. 2S17(c))
7. Underfloor Access. Underfloor areas shall be provided with a crawl hole not lei* than II" x 24". (Sec. 2517(c)}
I. Mood Framing
1. Lumber. All joists, rafters, 'beams, and posts 2" to 4" thick shall be No. 2 Grade Douglas Fir-Urch or better.
All posts and beams 5" and thicker shall be No. 1 Grade Douglas Fir-Urch or better. (See items 114 for lumber
grading requirements for studs)
2. Mall Bracing. Every exterior wood stud wall and main cross partition shall be braced at each «nd and at least
every 25 feet of length with 1x4 diagonal let-in braces or equivalent. (Sec. 2SlS(g))
3. Cross (ridging. Floor joists and rafters more than 12" in depth and spanning more than S feet shall be supported
laterally by bridging at intervals not exceeding I feet. (Sec. 2506(j))
4. Provide blocking1 at ends and at supports of floor joists* end for rafters at exterior walls.
5. Provide blocking at ends and supports of rafters more than I" in depth.
• f
6. Provide solid blocking at ridge line and at exterior walls on trussed roofs.
7. Double Joists. Floor joists shall be doubled under bearing partitions running parallel with the joists.
(Sec. 2Slg(d)(S).I. Rafter Purlin braces to be not less than 45* to the horizontal. (Sec. 25UOO)
8. Rafter Ties. Rafter ties small be spaced not more than 4 feet on center where rafters and ceiling joists are
not parallel.
10. Provide 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses.
U. Provide double top plate with minimum 4g" lap splice. (Sec. 25U(5))
12. Mailing will be in compliance with Table 2S-P.
IS. Fire blocking shall be provided for walls over lO'-O" in height. (Sec. :S17(f)). aUo for horixoatal shafts lO'-O"
o.c.. and for concealed draft opening.
14. Studs. In one- or two-story building*, studs for exterior walls and interior bearing walls shall be not less than
2 x 4 at 16" o.c. Studs for interior nonbearing petitions may be i x 3 at 16 o.c. Studs 2" - 4" thick and 2" - 4"
wida and not more than o feet long shall be "stud grade" Douglas Fir-Urch or better when supporting-not more than
one floor and a roof.
(Sheet I ol 2)
'/ MINIMUM CONSTRUCTION SPECIFICATIONS (continiMd)
IS. An A. l.T.C. Certificate of Contormanco for glued laminated wood members shall be given to the luilding
Inspector prior to traction.
C. Central Material Specifications
1. Mortar Mix. Mortar to be u*«d for construction of masonry wells, foundation walls, retaining walls shall
consist of 1 part port land cement, J-l/2 parts sand and 1/4 to l/Z part hydrated lime or USM putty. Mortar
mix with plutic cement shall be 1 part plastic cement to I part* land.
2. Grout Mix. The mix for th« (rout shall be 1 part port land cement, 2-1 parti sand, 1/10 part hydrated lime
or UM putty, and 2 parts gravel. Grout shall attain a minimum comprossive strength of 2000 pai at 23 days
}.'• Masonry. Th« masonry units shail comply with ASTM Sp«c. C90-70. Grade H, for hollow unit concrete blocks.
4. Re^yuorcing Steel. The reinforcing iteel used in construction of reinforced masonry or concrete structures
shail be daiormeo and comply with ASTM Spec. A6lS-74a, Grade 40.
5. Structural Steel. Steel used as structural shapes such as wide flange sections, channels, plates, angles
i shall cosyly with ASTM Spec. A-36. Pipe columns shall comply with ASTM Spec. A-S3.
0. Hoofing and Meatherproofin;
1. Mood Siding. All wood siding shail be placed over an approved, weatherproofiag barrier. (Sec. 1707).
2. Flashing Around Openings. Every opening in any exterior wall shail be flashed with sheet Mtal or water-
proof building paper. (Sec. 170T(b)).
3. toof Covering. Wood shingle, split shake, and asphalt Jungle roofs shall not be installed on a roof having
a pitch of less than 4 inches to 12 inches. Tile roofs shall not be installed on a roof having a pitch
of less than 3 inches to 12 inches. .Mineral surfaced, built-up roofing thall not be installed on a roof
having a fitch of more than 3 inches to 12 inches. (Table 32-1). (Note: Section 3203(g) allows reduced
roof slopea under special application requirements.)
4. Meep screed. A weep screed shall be provided at or below the foundation platelin* for all exterior scud
walls finished on the exterior with stucco. The screed shall be placed a minimum of 4 inches above grade.
(Sec. 4706(e))
E. General
1. Attic Access. Attic areas shall be accessible by an opening not less than.22" x 30". Mith a furnace in
the attic, the opening shall not be less than JO" x. 30'*. (Sec 320S(a)).
2. Shower Enclosures. Shower walls must be finished to a height of 70 inches above the drain inlet with a
smooth, hard, nonabsorbent surface. (Sec. 1711(d)). Glazing used in walls, doors and panels of shower
*nd bathtub enclosures shall be fully tempered, laminated safety glut or approved plaatic. (Sec. 1711(0).
3. Electric Meter Enclosure. Contact San Oiego Gaa 4 Electric Company, Customer Extension Planning Department,
fir meter location. All wiring nut comply with the National Electrical Code.
4. Fire-warning Systems. Every dwelling unit and every guest room in a hotel or lodging house used for
sleeping purposes shall be provided with smoke detectors conforming to U.I.C. Standard No. 43-6. (n
dwelling units, detectors shall be mounted on the ceiling or wall at a point centrally located in the
corridor or ana giving access to rooms used for sleeping purposes. In an efficiency dwelling unit, hotel
sleeping room; and in hotel suites, the detector shall be centrally located on the ceiling of the main room
or hotel sleeping room. Where sleeping rocms are on an upper level, the detector shall be placed at the
center of the ceiling directly above the stairway. All detectors shall be located in accordance with
approved manufacturer's instructions. Wh-.; actuated, UM detector shall provide an alarm In the dwelling
unit or guest room. (Sec. 1210(a)). •*
5. Exit Facilities. Every sleeping room below the fourth story shall have at least one operable window or
exterior door approved for emergency egress or rescue. The units shall be operable from the inside to
provide a full clear opening without the use of separate tools. All egress or rescue windows from
sleeping rooms shall have a minimum net ctwar opening of S.7 square feet. The minimum net clear opening
height dimension shall be 24 inches. The minimum net clear opening width dimension shall be 20 inches.
Mter* windows are provided aa a means of egress or rescue they shall have a finished sill height not more
than 44 inches above the floor.
6. Glass and Glasing. Glass and glasing shall satisfy the provisions of Chapter S4. Federal specifications
shall cake precedence. See your glazing contractor.
NOTICE
These minimum specifications became part of the approved plans when included with the approval of the construction
plans. Construction shall comply to these specifications or any more restrictive specifications Shawn on the approved
Plans.
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 2O8
SAN DIEGO. CA 92123
(61 <J) 5GO-1463
DATE:
JURISDICTION:
PLAN CHECK NO:
D FILE COPY
D UPS
D DESIGNER
PROJECT ADDRESS:
The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
The' plans transmitted herewith will substantially comply
with the jurisdiction's building codes, when minor deficien-
cies identified on the enclosed check list are resolved and
checked by building department staff.
The plans transmitted herewith have major deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp.'until corrected plans are submitted for recheck.
8%j The applicants copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
I I The applicant's copy of the check list has been sent -to:
D
gwj 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:
ESGIL CORPORATION
ENCL:
Form 31584
PLAN CHECK NO:
JORISDICTI-OM;DATS 3-T-O-ftg O APPLICANT COPY
D JURISDICTION COPY
D PLAN CHECKER COPY
D FILE COPY
Enclosures:
PROJECT ADDRESS:
TO;
Date plans received by jurisdiction
Date plans received by plan checker 5-
Date inite*a-i plan check completed l'fo-8£
FORWARD; 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 enforced by the
Planning Department, Engineering Department
or other departments.
The items circled below need clarification,
modification or change. All circled items have
to be satisfied before the plans will be in
conformance with the cited codes and regulations.
The approval of the plans does not permit the
violation of any state, county or city law.
A. PLANS
1. Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have
been returned to you by the jurisdiction,
to :
To facilitate rechecking, please identify,
next to each circled item, the sheet of
the plans upon which each correction on
this sheet has been made and return this
check sheet with the revised plans.
72
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41784
ESGIL CORPORATION
932O CHESAPEAKE DR.. SUITE 2O8
SAN DIEGO, CA 92123
(619)560-1468
DATE: ZerAi/Aiei/ if. JOB'S D APPLICANT
~ ",. Q<JURISDICTION
JURISDICTION: CA&L&aAr, D PLAN CHECKER
D FILE COPY
PLAN CHECK NO: gS-^7 D UPS
Q DESIGNER
PROJECT ADDRESS;
Fl The plans transmitted herewith have been corrected where
necessary and substantially comply with the jurisdiction's
building codes.
[""] The plans transmitted herewith will substantially comply
with the jurisdiction's building codes, when minor deficien-
cies identified on the enclosed check list are resolved and
checked by building department staff.
fl|] The plans transmitted herewith have major deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
PI The check list transmitted herewith is the jurisdiction's
copy for your information. The plans are being held at
Esgil Corp.'until corrected plans are submitted for recheck.
ffi The applicants copy of the check list is enclosed for the
jurisdiction to return to the applicant contact person.
f~l The applicant's copy of the check list has been sent -t»:
{HI Esgil staff did not advise the applicant contact person that
plan check has been completed.
PI Esgil staff did advise applicant that the plan check has
been completed. Person contacted:
Date contacted: Telephone #_
REMARKS:
ENCL:
ESGIL CORPORATION
Form 31584
Q APPLICANT COPY
Q CITY COPY
CHECKER COPY
Citp of Cartebab
JURISDICTION!
PROJECT ADDRESS«.
TO I
HAH CDRKgCTIOM SHEET
SIMCLE FAMILY AND DUPLEX DWSLLHIC3
Plan Check Ho.
Cato plans received by luriadietien
Date plans received by plan checker.
Oat* initial plan check completed. 2-
FOREWORD; PLEASE REAP TeU <»1») JtO-1***)
Plan check is United to technical requirements
contained in the Uniform Building Code, Oniform
Pluobing Code, Uniform Mechanical Code, National
Electrical Code and state laws regulating energyconservation, noise attenuation and access for
the handicapped. The plan check is based onregulations enforced by the Building Inspection
Department. You may have other corrections
based on laws and ordinances enforced by the
Planning Department, engineering Department
or other departments.
The items circled below need clarification,
modification or change. All circled itesu have
to be satisfied before the plans will be la
conformance with the cited codes and regulations.Per Sec. 103 (c>, 1979 Uniform Building Code.
the approval of the plans does not permit theviolation of any state, county or city law.
PLAKS
Please make all corrections on the original
tracings and submit two new sets of prints,
and any original plan sets that may have
been returned to you by the jurisdiction,
to>
Submit fully dimensioned plot plan drawnto seal* showing location lisa, and use
of all existing and proposed §cructur«son the lot. Identify property lines and
show lot dimensions and all easements.
Show location of all cut or fill slopes
and approximate finish- floor elevationsfor all structures and show elevations at
all corners. Sec. 302(b)7.
Indicate distance tram center-line of streetor alley to property line and distance (rom
curb to property line. Sec. 302(b)7
Plans, specifications and calculations shallbe signed by a California State licensed
engineer or architect. (CaliforniaBusiness and Professions Code)
8. PIR* PROTECTION
V2. Malls closer than 3 feet to property lines
shall be one-hour fire-rated construction,have no openings, and shall have 30 inch
parapets when the building floor area exceeds1,000 square feet on any floor. (Table S-A
Sec. 1709(a)
Projections, including eaves, may not extend
more than 12 inches into the 3 foot setback
from the property line. Sec. 1710 and
Sec. 504(b)
Projections, including eaves, shall be one-hour fire-resistive construction, heavy
timber or of non-combustible material if
they project into the 3* setback area from
the property line. Sec. 1710
Show location of permanently wired smokedetector. Sec. 1210
C. ROOM SUES. LIGHT. VENTILATIONS AND CCA2IHC
Ono room must contain a minimum of ISO square
feet of superficial floor area. Sec. 1207<b)
Habitable rooms, other than kitchens, shall
contain at least 70 square feet of floor
area. Sec. 1207(b)
Window area must be at least 1/10 of the
floor area and a minimum of 10 square feet
per Sec. I20j(a). Appears to be deficientin KiTuri&j - 4Hou TH&! minimum Lf kz
of I'Jftu perueen)SKFT
floor area and a minimum of ) square feet.
In bathrooms, laundry rooms and similar
rooms. Minimum is l.S sq.ft. (Sec.l20S(a)
One-half of all required window area nstbe openable in ______^____^____
To facilitate rechecklng. please identify,
next to each circled item, the sheet of
the plans upon which each correction on
this sheet has been made and return this
check sheet with the revised plans.
Indicate on plans the name of the legalowner and name of person responsible for
the preparation ft the plans. Sec. 302(b)
X-
Provide mechanical ventilation capable of
providing five air changes per hour inbathrooms, water closet compartments, laundry
rooms and similar rooms if required windowsare not provided. See. 120Sla)
Ho habitable room, other than a kitchen,
shall be less than 7*0* in any dimension.Sec. I207(c)
Show that celling height for habitabl*
rooms is a minimum of 7'»-. Sec. I2j7(a>
A Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is aminimum of 7*0". Sec. I207(a)
. Provide 30* clear width for water closet
compartments and 24" clearance in front
of water closet. Sec. I7ll(b)
Mo cooking room shall be used for sleeping
purposes, unless complying as an efficiencyliving unit. Sec. 1208
Specify safety glazing for glazing in hazardous
locations such as glass doors, glazing
adjacent to such doors and glazing adjacent
to walking surfaces. Sec. 5406
Glazing in shower and tub enclosures
(including windows) shall be tempered,
laminated or approved plastic.
Sec. 1711 (f)(g)
Sleeping rooms shall have a window orexterior door for emergency exit. Sill
height shall not exceed 44* above the floor.The window must have an openable area of
at least S.7 square feet with the minimumopenable width 20* and the minimum openable
height 24*. Sec. 1204
Eaves and cornices may not project into
a required yard more than 2 inches for each
foot of yard width if required windows
open into the yard. Sec. 1206(d)
A mezzanine is an intermediate floor andmay not have a floor area exceeding 33 1/3
percent of the total floor area in the room
below, and the mezzanine floor must havea clear height of 7 feet, above and below,and
must have 65% of the long side open to theroom below.
The loft you show does not comply as a
mezzanine floor and is, by Building Code
definition, a story
P. EXITS. STAIRWAYS. AND RAILINGS
Floors above the second story shall have
not less than 2 exits. Sec. 3302(a)
Required exit doorways shall be not less
than 36* in width and not less than 6'-8"
in height, and shall be capable of openingat least 90 degrees. Sec. 3303(e)
Provide 36* high protective railing for
porches, balconies, and open sides of landings.
Maximum opening between railings shall be
less than 9*. Sec. 1716
Show how guardrail connection details are
adequate to support 20 pounds per linealfoot at a right angle to the top rail.
Table 23-9
Provide stairway and landing details.
Sec. 3305<t>) t, (c)
a. Maximum rise 8* and minimum run is 9*.
b. Minimum head room is 6'-6*.
c. Minimum width is 30*.
Handrails shall satisfy the following:
a. Provide handrail for stairways over 30'high whan serving a single dwelling.
Title 24, Sec. T2S-22(b)
b. Handrail shall be 30* to 34* above the
nosing of treads. Sec. 33051j)
c. Handrail projecting from a wall shall
have a space not less than 1 1/2" between
the wall and the handrail.The hand grip portion of handrail shall
be not less than I 1/4* nor more than2" in cross-sectional dimension.
Sec. 3305(j) (see attached)
Every stairway landing shall have a dimension,
measured in the direction of travel, at
least equal to the stairway width.
Sec. 3305(g)
A door may open over a stairway landing
provided the door, in any position, does
not reduce the clear area of the landing,
in the direction of stairway travel, toless than one-half the required width of
the stairway. Sec. 330S(g)
A door may open inward at the top step ofa stairway provided the top step is not
more than 7 1/2* lower than the floor level.
Sec. 3303(1)2
Provide details of winding stairway.
a. Minimum tread is 6 inches at any point
and minimum 9 inches at a point 12 inches
from the side of the stairway.
b. Maximum rise is 9 inches.
c. Minimum width is 30 inches.
(see attached)
Sec. 3305(d)
Provide spiral stairway details:
a. Minimum run is 7 1/2 inches at a point
from where the tread is the narrowest.
b. Maximum rise is 9 1/2 inches.
Minimum headroom is 6 feet 6 inches.
Sec. 3305(f)
(see attached)
r-
Sprial stairways may not be used for required
exits when the area served is greater than
400 sq. ft. Sec. 330S(f)
Spiral stairways must have a clear walking
space of 26 inches between the column and
handrail. Sec. 3305(f)
Provide I.C.B.O. Reasearch Report and Numberfor metal stairway, or submit plans and
calculations and approved fabricator
registered with the Building Department
or note that the stairway fabrication shall
be done under special inspection per the
approved fabrication plans. Sec. 306(a)4B
and Sec. 306(f)
In buildings over 2 stories in height, provide
3/4 hour fire-rated assemblies for all
openings in the exterior wall below or within
10 feet horizontally of an exterior stair-
way. An exit balcony with 2 separated
stairways is exompt. Sec. 3305
Exterior stairways shall not project intothe 3 foot setback from the property lines.
Sec. 330S(n)
•<•The walls and soffits of the anclosed -jseable
space under interior stairs shall be protected
on the enclosed side as required for one-hour
(ire-resistive construction. Sec. 3305<ml
Minimum construction specifications shall
be made a part of the approved plans.
(See attached)
E. ROOFING
1/4.
'^
7/.
'/*
7/.
Specify roof pitch. (v&ri\M2Aa&
Roof pitch is not adequate for roof typespecified. Specify minimum pitch of _
P
A
?*•
Specify roof material and application. flulLT-UP Ktxf
Specify I.C.3.0. approval number for roof
materials not covered in UBC.
Specify roof slope for drainage or design
to support accumulated water. Sec. 3207(a)
Show roof drains and overflows. Sec. 3207(a)
with Sections 3401 and 5207 or provide ICBOapproval number. iT A^f>£AC6 ffCM £LE\JATiOO4 TttttT
NtuJ *xMU&int flMrt <& Ifi^TALLEO SL lYlAfiifltfO
Provide plastic roof panel details to show
compliance with Section 5206 or provide
ICBO number.
Show attic ventilation. Minimum vent area
is 1/150 of attic area or 1/300 of attice
area if at least 50% of the required vent
is at least 3 feet above ceiling joists.
Sec. 3205(c)
H. MASONRY
Provide fireplace construction details ornote construction to be per attached fireplace
standard drawing. Sec. 3707
Show veneer support and connections comply
with Sec. 3002, 4,5,6, and Sec. 2S16(a)
regarding ties and 19 wire in horizontaljoints or note construction to be per attached
sheets 30-1 or 30-2.
I/,
height and construction details of
lonry walls. Chapter 24 DETAIL. I 5H£ST 7.£ CriU,UiOTlOU*k fot. eeTAnJ»N<^ VUAU-,Note that cleanout openings shall be providedat the bottom of all cells to be grout filled
over 4* in a single pour. Cleanout shallbe sealed before grouting, after inspection.
Sec. 2415
Show floor and roof connections to masonry
walls. Connection shall resist 200 pounds
per lineal foot or the actual design load,
whichever is greater. Sec. 2310
Provide material specifications for mortar,
grout, masonry and reinforcing steel.
Sec. 2403
Show how masonry house walls retaining earth
are to be waterproofed. Provide detail.
Note that special inspection of the masonry
will be required for
GARAGE AND CARPORTS
requires one-hour fire protectionon the garage side of walls and ceilings
common to .the dwelling. Table 5-B Sec.503(b)* iKfrU/oiYiPuAocf. H)fti-f,«iM.» Ngr^jtofJ*}.101.All elements supporting Cloor Sbove garage' to have one-hour fire-resistive protection
on the garage side. Sec. 503. Beams andposts, not within the wall or ceiling con-
struction, must comply with UBC, Table 43-A,
or be minimum S* dimension beam and minimum
8* by 8* post.
7s-
Show I 3/8* solid coca self-closing doorfor openings between garage and rivalling.
Sac. S03(d)
Garages are noe permitted to opan into
a room used for sleeping purposes. Sec. 1104
Openings between carport and residencerequire self-closing doors and stationary
windows. Sec. 1214
Show garage framing section, size of header
over gazage opening, lateral cross bracingat plate line and method of bracing garage
front. Chapter 23NOTE: Minimum plywood diaphragm ratio is
3 1/2 to 1 or 2'8'. Table 24-1
Doors between dwellings and attached garages
may swing in either direction provided
the difference in floor elevation between
the dwelling and garage does not exceed
7 1/2 inches and provided the door is notused as the primary means of egress from
the building.
If the difference in floor elevation exceeds
7 1/2 inches, or if the door is used asthe primary means of egress from the building,
additional steps or landing must be providedin accordance with stairway requirements,
and the door must not swing over the depressed
level. (see 3303(i)2 and 330S (g).
Provide 18* raised platforms for any FAU,
water heater, or any other device which
may generate a flame or spark.
Note that continuous fire wall protectionshall be installed behind raised platform!s)
prior to framing platform.
FOPNDATIOH REQUIREMENTS
Note on plans that"A soils engineer shall
evaluate any unanticipated uncompleted fill
or expansive soil or other soil problems
disclosed during construction*. Sec.306(a)l2.
Submit soils classification determinationby a licensed engineer or architect based
on observation, tests, borings, or excavations,
and containing comments on the degree of
expansiveness, compressibility and bearing
value. Sec. 2905
Note on the plan the soils classification,
whether or not the soil is expansive, and
note the allowable bearing value. Sec. 2905
The foundation plan does not comply withthe soil report recommendation for this
pro j act
Provide notes on the foundation plan listing
the soils report recommendations for foundations.
slab and building pad preparation.
Note on the foundation plan that "Prior
to the Contractor requesting a Building
Department foundation inspection, thesoils engineer shall advise the Building
Official in writing that:
1. the building pad was prepared in accor-
dance with the soils report:2. the utility trenches have been properly
backfilled and compacted, and:3. the foundation excavations, forming
and reinforcement comply with the soilsreport and approved plan.*
Provide spread footings for concentratedloads designed for 1,000 PSF soil bearing
or per bearing value as determined byan engineer or architect. Chapter 29
Show height of all foundation walls. Chapter 23
Show height of retained earth on all foundation
walls. Chapter 23
123. Show distance of foundation to edge of
' cut or fill slopes and show steepness and
heights of cuts and fills. Chapter 29
U29) Mote on plans that wood shall be 6" above
— finish grade. Sec. 24l7(c) 7.
(TJj). Note on plans that surface water will drain
away from building and show drainage pattern
and key elevations. Sec. 290S(f)
Lai. Dimension foundation per Table 29A.
TABLE NO. 29-A—FOUNDATIONS FOR STUD BEARING
WALLS—MINIMUM REQUIREMENTS
>•*•
•A
NUMBER
OFSTMIU
1
2
3
THICKNESS OFFOUNDATION WALL
(IKMI)
coNcim
6
8
10
UNITMASONRY
6
3
10
WIDTHorFOOTINCIlsdin)
12
13
18
THICKNESSOFFOOTINC(Indus)
6
7
8
DEFtN OF
FOUNDATION•CLOWNATURALSURFACEOF MOUNDAND FINISHCMOE(tacatil
12
18
24
NOTES:
Where umuiul condition* or froit conditions are found, footing! andfoundations <ha|l be ai required in Section 1907 (a).
The (round under the floor may be excavated to the deration of thrtop of the foohna.
Show foundation sills to be pressure treated,
or equal. See. 25l7(c) 3.
Show foundation bolt size and spacing.
Sec. 2907(e>
Specify size, ICBO number and manufacturer
of power driven pins. Show edge and end
distance and spacing. Sec,. 306(f)
Show size, imbedment and location of hold
down anchors on foundation plan. Sec. 2312(f)
Note on plan that hold down anchors must
be tied in place prior to foundation inspection.
Sec. 23X2(f)
Show adequate footings under all shear
walls. Sec. 23ll(e)
Show stepped footings for slopes steeper
than 1:10. Sec. 29071 c) if5
I .
Show minimum 18" clearance from grade to
bottom of floor joists and minimum 12*
clearance to bottom of girders. Sec. 2S17
Show pier size, spacing and depth into
undisturbed soil. Table 29-A
Show minimum under floor access of I8*x 24*.
Sec. 2517
Show minimum under floor ventilation equal
to 1 1/2 sq. ft. for each 25 lineal feet
of exterior foundation with openings as
close to corners as practicable to provide
cross ventilation on at least two approximate-
ly opposite sides. Sec. 2517
FRAMING
Show all joists, rafters, beams, and posts
2" to 4- thick to be No. 2 Grade Douglas
Fir-Larch or better. All posts and beams
5" and thicker shall be No. 1 Grade Douglas
Fir-Larch or better. (Table 25-A-l)
Show wall bracing. Every exterior wood
stud wall and main cross partition shall
be braced at each end and at least every
25 feet of length with 1x4 diagonal
let-in brace or equivalent. Sec. 2S18(g)S
Note cross bridging or blocking, floor
joists and rafters more than 12' in depth
and spanning more than 9 feat shall be
supported laterally by bridging at intervals
not exceeding a feet. Sec. 2S06ig)
Show blocking at ends and at supports
of floor joists, and for rafters at exterior
walls. Sec. 2S06(g)
Show solid blocking at ridge line and
at exterior walls on trussed roofs.
Sec. 250S<g)
Show double joists. Floor joists shall
be doubled under bearing partitions running
parallel with the joists. Sec. 25l8(d> 5
Show rafter ties. Rafter ties shall be
spaced not more than 4 feet on center
where rafters and ceiling joists are not
parallel. Sec. 2Sl8(h)
Show rafter purlin braces to be not less
than 45 degrees to the horizontal.Sec. 2S18(h)
Show 1/2" minimum clearance between top
plate of interior partitions and bottom
chord of trusses. (To ensure loading
will be as designed.)
Show double top plate with minimum 48*
lap splice. Sec. 2518(g)4
L/S.
/'•
Show nailing will be in compliance with
Table 2S-P.
Provide fire stops between stories, between
top story and roof space, at ceilings
and floor levels in interior and exterior
walls, in mansard root or eyebrow so no
concealed or furred space is greater than
10' horizontally or vertically, between
stair stringers at top and bottom and
between studs along and in line with
stair run adjoining stud walls and partitions,
ac perimeter of sliding door pockets,
between chimney and wood frame using metal
or incombustibles for the fire stop and
at other places that could afford passage
of flame. Sec. 2Sl7(f)
Show stud size and spacing. Maximum allow-
able stud heights: 2"x4"3 16" is 14';
3"x4**2"x6"8 I6"o.c. is 20'. Sec. 2Sl8(g)2
Note an A.I.T.C. Certificate of Compliance
for glued laminated wood members shall
be given to the Building Inspector prior
to erection. Sec. 306<f)
Detail all post to beam and post to footing
connections. Sec. 2517(c) 4
Specify nail size and spacing for all
shear walls, floor and roof diaphragms.
Indicate required blocking. Maintain
maximum diaphragm dimension ratios.
(Tables I,J,K).
Show 3*x4" or 2*x6" studs in first story
of three story building. Sec. 2S18(f)
Provide truss details and truss calculations.
Provide roof framing plan. Sec. 302(a)7
Provide framing sections through
Section 302(a) 7
180. Specify all header sizes for opening over
41 wide. Sec. 2518(g) 7
Provide calculations for
Section 302(a) 7
In areas subject to water splash and in
exterior locations, wood columns and posts
shall be supported by piers projecting
at least 2* above the finished grade and
shall bear on a metal base plate or treated
wood unless the columns or posts are foun-
dation grade redwood or cedar. Sec. 2S17(c)4
Show location of attic access with minimun
size 22" x 30". Sec. 320S
Show draft separation for attic areas
in excess of 3,000 sq.ft. Sec. 3205
Show draft separation for space between
dropped ceilings and floor above in excess
of "f.OOO sq.ft. Sec. 2517
Specify plywood grade and panel indenti-
fication index. Table 2S-J
When roof pitch is less than 3:12, design
ridge as a beam. Sec. 2518 (h)
wood shear walls shall not be used toresist horizontal forces contributed by
masonry in buildings over one story in
height. Sec. 2S16(b)
Gypsum lath and plaster, gypsum sheathing
board and gypsum wallboard shall not beused in vertical diaphragms to resist
forces imposed by masonry or concreteconstruction. Table 47-1
If cripple wall studs are less than 14",
framing shall be solid blocking. Sec.2S18(g)6
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.
Sec. 2S18(g)6
Show plywood sheathing over exposed eaves,
or other weather exposed areas, is exterior
grade. Sec. 2S17(g) 3
Show a weep screed at the foundation plate
line on all exterior stud walls to be
stuccoed. Sec. 4706(e)
Provide an approved waterproof buildingpaper under wood siding. Sec. 1701(a)
Specify an approved flashing for exterior
id DIMM* .Milli. Sec. 3208
Show corridor width to be minimum 36".
Sec. 3304(b>
Specify truss layout for 30" x 30" atticaccess.
Ridges, hips, and valleys shall be at
least one size larger than supported
rafters. Sec. 2S18(h) 3
Provide metal straps across ridge beam
and rafters.
MECHANICAL
All heating, ventilating, and cooling systemsand appliances shall comply with the Uniform
Mechanical Code.
Show the size, location and type of all
heating and cooling appliances or systems.
207.
will comply with Chaper 6, U.M.C.
Every dwelling unit shall be provided with
heating facilities capable of maintain-
ing a room temperature of 70* F. at 3
feet above the floor in all habitable
rooms. Show basis for compliance. UBC
Sec. 1211
Show minimum 30" deep unobstructed working
space in front of furnace.
Note on plans, clearances to be per manufac-
turers listing. Sec. 704 UMC
Furnace shall not be installed under any
stairway. Sec. 704 UMC
Furnace shall not be installed in anybedroom, bathroom, closet, or in concined
space with access only through such room,
unless specified as direct vent appliance,enclosed furnace or electric heating appliance.
Sec. 704 UMC Cjt£ML\X OtOUl COfi£ BtrTUCfcW tR«T
snow ICBCi approval for prefab fireplace
and provide approved installation instructions
at job site.
2/9.
2/0.
2/1.
Show access to the attic or under floor
furnace to be minimum 30 inches by 30
inches. Sec. 708 i 709 UMC
Note that passageway to the attic furnace
shall be unobstructed and have continuous
solid flooring not less than 24 inches
wide. Sec 708 UMC
Show permanent electrical outlet and
lighting fixture controlled by a switch
for the attic furnace. Sec. 708 UMC
Show details to comply with Section 109
for furnace under the floor. Section 708
for attic furnace, or Section 710 for
roof or outside furnace.
^12) Note on plan, gas vents and non-combustible
piping passing through three floors orless shall be effectively draft stopped
at each floor or ceiling. UBC Sec. I706(a)6
K. ELECTRICAL (National Electrical Code)
All wiring shall comply with the National ElectricalCode.
2/1. Note on the plan the amperage of electrical• service.
2/2. If the electrical installation is more
' than 200 amperes, show panel locationand provide a single line diagram and
load calculations including:a. Hiring method employed.
b. Sizes of all conductors, switches,
circuit breakers, fuses, and conduits.
c. Approximate length of service feeders.
d. Provide plot plan showing services,
all panel locations, circuit arrangement
and load distribution on panel busses.
e. Provide typical panel schedule(s).
233. Dwellings require minimum 100 amp service.
2/4 Show location of all electrical receptacles.
Electrical receptacle locations and/or
spacing is not adequate in ^^^^___^___^_
**•
L.
At least one receptacle shall be installedoutdoors, in basements and attached garages,
other than laundry outlets. Art. 210-25(b)
Show minimum dwelling lighting (NEC
SrtT 210-26(a) and GFJ'S in garage, baths
and outdoors. NEC Art. 210-B(a).
Note "UFER" ground to be provided (NEC).
Art. 250-81
PLUMBING (Uniform Plumbing Code)
All plumbing shall comply with the UnifromPlumbing Code.
23*. Show water heater size, type and
' location on plans.
A
2/4.
Show method of providing combustion air
to fuel burning water heater. See. 1307
Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom. Sec. 1309
Provide adequate barrier to protect water
heater from vehicle damage. Sec. 1310
Show T and P valve on water heater andshow route of discharge line to exterior
Sec. 1007(e)
Provide dryer vent to outside. UMC
Sec. 1903
Note on the plan that hose bibbs and lawn
sprinkler systems shall have approved
backflow prevention devices. Sec. 1003
Shower stall shall accomodate a 30"circle
and have a minimum floor area of 900 sq.in.
UPC 909 1 d)
Kl/A
yi.
(OUPLOCd I
Show ietails of duplex common .party» -alls
and I'.oor. :*ilin« jssamolias to jcaieve
i Sound Transmission U'.ass ISTCI racing
in -<alls oi i<l <tecvul«*» and jn Cmpact
Insulation Claaa IttC) rating an floor,
ceiling af 10 liecioles. Title 23
Show now penetration af taaemolies for
piping, electrical devices, recessed cabinets,
batntuba. soffits, or neeeinq ventilating,
or exnaust ducts snail be sealed, lined,
or insulated to maintain required sound
transmission rating. Title IS
Provide insulation in walls and ceiling
to achieve STC al « between garage ««*»living-area if gartg* uae> is not controlled
by resident Title 23.
Read
New State Mandated Regulations(Calif. Admin. Code) became effective
June IS, 1983 and require that the
design satisfy one of the alternative;
energy packages (see attached packages
A, B. C, 1, 2, 3. 4 and AB 1(3). Thelaw also requires that many mandataryconservation items be satiafied.
is in ton*
Copies of the Residential Energy
Conservation Manual may be obtainedfrom: Publications Unit. California
Energy Commission. 1111 Now* Ave, KS-50,
Sacramento, California 95825, (Tel.
(9141 920-(21()l. California Building
Officials also maintain a telephone
•hotline* between 10:00 A.M. and Moon
and 1:00 P.M. to 4:00 P.M. at <»!()
4SC-3U3.
Show on the title sheet of the plans,the alternative energy package that
was selected i.e. A. B, C. 1. 3. 3,
4, or Al 1(3 to show compliance, and
provide calculations and other data,
appropriate to that selected package.
The responsible designer should sign
a statement, on the plan title aheet,
•The design submitted substantially
conforms to the Energy Regulationa
for Residential Buildings*.
Show the *R* value for the walls and
ceiling and related areas.
Note that the insulation used shall
comply with California Quality Standards.
Note the insulation installer shall
post a signed certificate, in a conspiciousplace in the building, stating the
insulation complies with Title 24, Chapter
2-53 and Title 20, Chapter 2. Subchapter
4, Article 3.
Note doors and windows, including skylights,between conditioned and non-conditionedspace shall be fully weatherstripped.
Note on the framing plan that weather-
stripping, caulking or sealants must
be used to limit filtration in the
building envelope at the following locatlonaiExterior joints around windowa and door
framas: between wall sola plates and floors,and uuiwwen exterior wan pane i a;
penetrationa in walls, ceilings, and
floors (or plumbing, electricity, and
gas linos; openings in attic floors;and all other openings in the building
enve I otxi.
Note that doors and windows to be certified
and Uaeled as complying with the Energy
Regulationa.
Note (ana exhausting air to have back
draft dampers.
2/3.
Note at the exterior wall tireplace"Fireplace to nave minimum six square
inches of outside air: to have glass
or metal door covering the entire opening
of the firebox; to have tight-fitting
damper with readily accessible control
and should not have a continuous burning
pilot light*.
Note ducts shall comply with Chapter 10,
1976 UMC and shall be tightly sealed
with mastic or tape.
Not* at the water heater location "water
heater to have wrap of R-12 external
inaulation*.
Note, where water heater is in unconditioned
space, the first five feet of outlet
pipe to have R-3 wrap.
Note all circulating hot water pipes
in unconditioned spaces shall be insulated.
Note that all gas fired heating and
cooling appliances, showers and faucets
shall comply with the Energy Efficiency
Standards.
Show, at bath and kitchen, that the
general lighting shall have an efficiency
of not lesa than 23 lumens per watt
i.e. florescent.
Note that heating or cooling systems
(except heat pumps) shall have an automatic
thermostat with mechanism which can ba
manually programmed to automatically
set back the thermostat set points for
at leaat two periods within 24 hours.
Show the sixe, type and location of
the space heating (or cooling) system
and provide energy calculations if theoutput BTU/Hr. exceeds 43,000 BTU/Br.output.
Show mak* and model for PW and water hmstorare on State approved list.
Outdoor pools wita fossil fuel heaters
require pool covers as w*,n as ataer «iergy
saving devices suca «s UJM clocxs. ate.720-140«
MiscaxAtigoos
Show a minimum 2* air space and flashing
between plantar and building walls.
Sec. 2517(e)
Specify material to ba used under the
shower tile. Sec. 1707(a)
Specify lath and plaster to comply with
Chapter 47, QBC.
Two 3/4* copper pipes oust be installed
from water heater location to convenientlocation of future solar panels (City Ord.)
Provide sleeves (roof jacks) in roof for
two future 3/4* copper pipes to convenient
location of future solar panels (City Ord.)
Note that solar watar piping is to be insulated
in areaa that <r« r.ot Seated ar •tooled.
(City Ord.)
Q Building plane are substantially correctand complete.
2/0.
Date t
G Building plane would be substantially correct
and complete is minor corrections are madeat counter.
•y.
Data:
• Building plans require major corrections and
complete plan recheck. by plan check
engineer, ia required.
•tf«.
Date:
If you have any questions regarding
this plan check, pleaae call <£**?/
at -SfrO- I4t,<3 .
We would also be pleased to meet with
you. at no charge, if additional aaalatanceis needed.
at ALL
LLAttf-M //Jdr P?/7J0l/AL WALL
tsT P> Art.
/3o
(fee.
TABLE 2-1. ALTERNATIVE COMPONENT PACKAGES FOR CLIMATE ZONE 7
Package
Component
BUILDING ENVELOPE
Insulation Mlnimums
Ceiling
Wall1
Slab Floor Perimeter
Raised Floor
Glazing
Maximum U-Value
Maximum Total Area
Maximum Total Non-South
Facing Area
Minimum South Facing
Area
Thermal Mass
SPACE CONDITIONING SYSTEM
Heating System Type2
DOMESTIC WATER HEATING
SYSTEM TYPE
R 19
R 11 (R 2.5)
no req'ment
R 11
1.10
no req'ment
9.61
6.4Z
required
gas
R 30
R II (R 2.5)
R 7
R 11
0.65
14.01
no req'ment
no req'ment
not req'd
gas
gas, heat pump, gas, heat pump,
or solar w/ any or solar w/ any
type of backup type of backup
heat heat
R 19
R 11 (R 2.5)
no req'ment
R 11
1.10
14.OZ
no req'ment
no req'ment
not req'd
gas
solar with
gas backup
heat
The value in parentheses is the R-value for the entire wall assembly if
the wall weight exceeds 40 pounds per square foot. The insulation must
be integral with or installed on the outside of the exterior mass. The
inside surface of the thermal mass, including plaster or gypsum board in
direct contact with the masonry wall, shall be exposed to the room air.
The exterior wall used to meet the R-value in parentheses cannot be used
to oeet the above thermal mass requirement.
Where natural gas is not available, zonally controlled electric resis-
tance or radiant heating systems may be used.
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STATt Of CAUfOtNIA—Tht BESOUOaS AGENCY GKMGE DfUKMtlUN.
CALIFORNIA ENERGY COMMISSION
516 NINTH STREET AUG 1 9 1983
.ACRAMCNIO. CAIIFORNIA 938 u
NOTICE OF STATUTORY CHANGES f£S£PS*l*£i
IN THE RESIDENTIAL BUILDING STANDARDS '»<»**««* «*
Newly enacted legislation (AB 163 [Goggin]), which became law on July 29,
1983, provides builders new options and additional flexibility in complying with
the energy conservation standards for new residential buildings. The principal
features of the bill are described below:
* GROUP AVERAGING Builders may comply with the standards by averaging the
performance of groups of buildings. All buildings in an averaged group must be
in the same subdivision, and all must be based on the same model. Reverse plans
and different elevations of a model are regarded as the same model. Buildings
based on the model and with the same floorplan (including reverse plans) but
with different conservation features, such as shading, insulation levels, thermal
mass, etc, are still regarded as the same model. Different models may not be
grouped together for averaging.
Builders who elect to average must apply for permits for all buildings in an
averaged group on the same day, and each application must indicate the group to
which the averaging approach is applied. The builder demonstrates compliance
by using either the Point System or any other approved calculation method, such
as CALPAS 1A or CALPAS 3, to show that a simple arithmetic average of the energy •
performance of all buildings in the group meets the standards' energy budget.
When the buildings are offered for sale, builders must also notify potential
buyers that compliance with the energy standards used averaging and that the
performance of a particular home relative to the performance standard is available
upon request.
" NEW PACKAGES Builders may also use new packages enacted by AB 163, in
place of Packages A, B, and C in the standards. The new packages for each
climate zone are summarized in the TABLE attached to this notice. Notes explaining
the packages appear on page 2 of this notice.
• ALTERNATIVE PACKAGES AB 163 also allows builders to develop and use their
own packages of measures, provided such packages result in the same energy
performance as the new packages in AB 163. To use this approach, builders may
use either the Point System or another approved calculation method (e.g., CALPAS
1A or 3) and follow these steps:
1. Calculate the energy consumption or point system total of the building
floorplan including all of the components in an AB 163 package (see attached
TABLE). Assume the building has the maximum amount of glazing allowed in that
package and that this glazing is equally distributed north, east, south, and
west. This calculation sets the energy goal or standard that the proposed
building must meet.
Note: If the point system is used, this goal will not necessarily be zero
points.
2. terfona the same computation, using the proposed building's actual glazing
area, orientation, and distribution, and it:; actual energy conservation features.
The design complies if the energy consumption or point system total is equal to or
better than the goal established in Step 1.
Mailed to lists 408, 409, 050, 053 on 8/15/83
• OTHER PROVISIONS OF AB 1 63
1. Regardless of the method of compliance, every building must still comply
with the mandatory features and devices requirements of the standards. The
requirements appear in Section 2-5352 of Title 24 1 California Adminm**1****** own*,
2. Any application for a building permit pending on or after July 29, 1983, may
use any of the compliance methods in AB 163 to meet the new energy standards.
3. If a fireplace is not located near an exterior wall, outside combustion air
is not required in climate zones 5, 6, 7, 8, 9, 10, 14, and 15- Note that this
provision of the bill is an express exemption for those climate zones from the
outside combustion air requirement in the standards. (The requirement in the
standards appears in Section 2-5352 (d) of Title 24, California Administrative
Code.)
* EXPLANATIONS OF THE REQUIREMENTS IN THE NEW AB 163 PACKAGES (See TABLE) The
following requirements apply if builders elect to use the packages in AB 163«
(For requirements of other packages or compliance methods, consult the standards
or the Energy Conservation Manual.)
1 . All concrete slab floor buildings are required to have 25 percent of the
floor area directly exposed to the conditioned space. To determine the floor
area, count only the first floor in conditioned areas. Uncarpeted first floor
areas, such as linoleum or tiled entry ways, kitchens, bathrooms, and utility
closets may all be counted towards this requirement.
2. In some climate zones, a building with raised floors (rather than concrete
slab) must also include thermal mass with an area exposed to the conditioned space
equal to a certain percentage of the ground floor floor area. The percentage for
each zone is listed in the attached TABLE. To qualify for thermal mass, the
material used must have a performance equivalent to masonry two inches thick, with
a volumetric heat capacity of 28 Btu per cubic foot per degree Fahrenheit per
hour, a thermal conductivity of one Btu per foot per foot per degree Fahrenheit
per hour, and a surface area directly exposed to the rocn air of the required
percentage of the ground floor floor space. A list of materials that meet these
requirements is being developed by the Commission.
3« The attic requirement means that an attic is installed under not less than
75 percent of the roof that is over any conditioned space.
4. The air conditioner efficiencies must be net if an air conditioner is
installed, but AB 163 does not require that an air conditioner be installed.
5. If a heat pump is used, an automatic setback thermostat is required in
climate zones 1, 3, 5, 7, 15, and 16 if building permits are applied for on or
after August 1, 1983. In all zones, an automatic setback thermostat is required
for permits applied for on or after July 1, 1984.
6. Infiltration barriers and air-to-air heat exchangers are not required in any
climate zone by these packages.
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DEVELOPMENTAL B ^BK Q 1200 ELM AVENUE
SERVICES W^WM CARLSBAD. CA 92008-1969
BUILDING DEPARTMENT (619) 438-S525
City of Cartebafc
THE: INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS
FOR YOUR SINGLE FAMILY DWELLING
Site Address
Legal Description
Assessor's Parcel Number
Quantity of Grading in cubic yards
Contact Person - Name and daytime Phone Number
Circle any Planning Commission or City Council Action on this Property:
Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change,
Planned Development, Redevelopment Permit, Specific Plan, Site
Development Plan
PLAN CHECK NUMBER
cd 112383
Jurisdiction
Prepared byt
VALUATION AND PLAN CHECK FEE
Q Bldg. Dept.
Q Esgil
PLAN CHECK NO.
BUILDING ADDRESS
APPLICANT/CONTACT tootr o\
BUILDING OCCUPANCY
PHONE NO. 753- 3T4?
DESIGNER PHONE
TYPE OP CONSTRUCTION V-A/CONTRACTOR PHONE is3 •
BUILDING PORTION
Crftgn&e A&bi-riou
Mod if ffen>r>ifi
duretioe. pAWnnxis}
/UEh) CUECfO WALKW/)^
Air Conditioning
Commercial
Residential
Res. or Comm.
Fire Sprinklers
Total Value
BUILDING AREA
3oo di
* 35 Fr
3co dJ
VALUATION
MULTIPLIER
^3-
21 - 1 rr
g-
@
@
@
VALUE
^>^^>o
^s-
1 '$00
3<i4£-
Fee Adjusted To Reflect O Energy Regulations (Fee x 1.1)
QHandicapped Regulations (Fee x 1.065)
Building Permit Fee $_
Plan Check Fee $$ 4&.4Z
COM HENTSs
8/4/82
O APPLICANT COPY
(ET*CITY COPY
PLAN CHECKER COPY
City of Cartebab
f .
JWISOICTIONfj
PROJECT ADOMSSt Z.O 2.
T0t_
•*«
C A* '
//- *-e
G.T
Submit fully dimensioned plot plan drawn
to scale showing location site, 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
and approximate finish floor elevations
for all structures and show elevations at
all comers. See. 10Kb)7.
Indicate distance from center-line of street
or allay to property line and distance fromcurb to property lino. Sec. 302(b)7
Cat.
PtAN COCTBCTION SHUT
stums rum.1 AMD DOTLCT pugmncs
Plan Ch«ck MO. /£? ^ —
B.
be signed by a California sUU lieWsedengineer or architect. (California
Business and Professions Code)
pnorecrro*
Data plans received by
Sato plans received by plan
Data initial plan chock eamaletmd. //- 2 *r
»BU> T«L tt») J*0-l»tt)
Plan chock ta limited to technical reqnirmments
contained la the Uniform Building Code. UniformPlumbing Code. Uniform Mechanical Codo, National
electrical Codo and *tato laws regulating 000x97conservation, noise attenuation and access for
the handicapped. The plan chock is based onregulations enforced by the Building Inspection
Department. You may have other corrections
based on laws and ordinances enforced by the
Planning Department, engineering Department
or other department*.
The item* circled below need clarification,
modification or change. All circled items hav»to bo satisfied before the plans will be in
coaformance with the cited codes and regulations.Per Sec. 303 (c), l»7» Uniform Building Codo.
the approval of the plans does not permit the
violation of any state, county or city law.
PtAKS
Please make all corrections on the originaltracings and submit two new sets of prints.aiM any original plan sets that stay havebeen returned to you by the jurisdiction,to> '
Halls closer than 3 feet to property lines
shall bo one-hour fire-rated construction,
have no openings, and shall have 30 inch
parapets when the building floor area exceeds
1,000 square feet on any floor. (Table i-A
Sec. 170»(a)
Projections. Including eaves', may not extend
more than 12 inches into the 3 foot setback
frost the property lino. Sec. 1710 andSec. J04(b)
Projections, including eaves,shall be one-
hour fire-resistive construction, heavy
timber or of non-combustible material if
they project into the 3' setback area fromthe property line. Sec. 1710
location of permanently wired smoke
'detector. See. 1210 .
e. noon sizes. LIGHT. VEHTIIATIOHS AMD cmzrac
jtff. Ono room must contain a minimum of ISO square
' feet of superficial floor area. Sec. 1207<b)
I*'. Habitable rooms, other than kitchens, shall
' contain at least 70 square feet of floorarea. Sec. 1207(bl
/5?) Kindow area must be at least 1/10 of the
^-^ floor area and a minimum of 10 square feet
P«r Sec. 1207(a). Appears to/be, deficient" rf/rc.fjf<u , Of*.in
Openable window area must be 1/20 of thefloor area and a minimua of 5 square feet.
la bathrooms, laundry rooms and similar
Minimum is l.S sq.ft. (Sec.l203(s)
One-half of all required window area mostbe openable in ___^_________-____
'To facilitate rechecklng, please identify,
ness to each circled item, the sheet of
the plans upon which each correction on
this sheet has been made and return thischeck sheet with the revised plans.
Indicate on plans the name of the legal
owner and name of person responsible for
the preparation *f the plans. Sac. 302(b)
Provide mechanical ventilation capable of
providing five air changes per hour In
bathrooms, water closet compartments, laundry
rooms and similar rooms if required windows
are not provided. Sec. 1201U)
No habitable room, other than a kitchen,shall be less than 7*0* in any dimension.Sec. I207(c>
>Show that celling height for habitable
is a minimum of 7««*. Sec.
X
x
x
X
X
Show calling height for laundry room*,hallways, corridors, and bathrooms is a
miniaum at TO*. Sec. I207(a)
Provide IQ* clear width Cor water closet
compartments and 24* cl«aranc« in front
of water closet. Sec. 17U(b>
No cooking roosi shall be used for sleeping
purposes, unless complying as an efficiency
living unit. See. 1206
Specify safety glazing for glazing in hazardous
locations such as glass doors, glazing
adjacent to such doors and glazing adjacentto walking surfaces. Sec. 5.406
Glazing in shower and tub enclosures
(including windows) shall be tempered,
laminated or approved plastic.
Sec. 1711 (f)(g)
Sleeping rooms shall have a window or
exterior 4oor for emergency exit. Sill
height shall not exceed 44* above the floor.
The window must have an openable area of
at least $.7 square feet with the miniaum
openable width 20* and the minimum openable
height 24*. Sec. 1204
Eaves and cornices may not project into
a required yard more than 2 inches for each
foot of yard width if required windows
open into the yard. Sec. 1206Id)
A mezzanine is an intermediate floor and
may not have a floor area exceeding 33 1/3percent of the total floor area in the roombelow, and the mezzanine floor mist have
a clear height of 7 feet, above and below,and
must have 65% of the long side open to the
room below.
The loft you show does not comply a* a
mezzanine floor and is, by Building Code •
definition, a storv
D. EXITS. STAIRWAYS. AND RAILINGS
yS. Floors above the second story shall have
not less than 2 exits. Sec. 3302(a)
Required exit doorways shall be not less
than 36* in width and not less than 6'-8*in height, and shall be capable of opening
at least 90 degrees. Sec. 3303(e)
Provide 35• high protective railing forporches, balconies, and open sides of landings.
Maximum opening between railings shall be
less than 9*. Sec. 1716
Show how guardrail connection details are
adequate to support 20 pounds per lineal
foot at a right angle to the top rail.
Table 23-9
Provide stairway and landing details.
Sec. 330S(b) t (c)
a. Maximum rise 1* and minimum run is 9*.
b. Minimum head room is «'-«'.
c. Minimum width is 30*.
/•
Handrails shall satisfy the following:
a. Provide handrail for stairways over 30*high when serving a single dwelling.
Title 24. Sec. T25-22(b)
b.Handrail shall be
nosing of treads.
30* to 34* above the
Sec. 3305IJ)
c. Handrail projecting from a wall shall
have a space not less than 1 1/2* betweenthe wall and the handrail.The hand grip portion of handrail shall
be not less than 1 1/4* nor more than
2* in cross-sectional dimension.
Sec. 330S(j) (see attached)
Every stairway landing shall have a dimension,
measured in the direction of travel, at
least equal to the stairway width.Sec. 330S(g)
A door may open over a stairway landing
provided the door, in any position, doesnot reduce the clear area of the landing,
in the direction of stairway travel, to
less than one-half the required width of
the stairway. Sec. 330S(g>
A door may open inward at the top step of
a stairway provided the top step is notmore than 7 1/2* lower than the floor level.Sec. 3303(1)2
Provide details of winding stairway.
a. Minimum tread is 6 inches at any point
and minimum 9 inches at a point 12 inches
from the side of the stairway.
b. Maximum rise is 9 inches.
30 inches. Sec. 330S(d)c.Minimum width is
(see attached)
Provide spiral stairway detailsi
a. Minimum run is 7 1/2 inches at a point
from where the tread is the narrowest.
b. Maximum rise is 9 1/2 inches.
c. Minimum headroom is 6 feet 6 inches.Sec. 330S(f)
(see attached)
Sprial stairways may not be used for requiredexits when the area served is greater than
400 sq. ft. Sec. 330S(f)
Spiral stairways must have a clear walkingspace of 26 inches between the column and
handrail. Sec. 33051f)
Provide I.C.8.0. Reasearch Report and Number
for metal stairway, or submit plans and
calculations and approved fabricator
registered with the Building Department
or note that the stairway fabrication shallbe done under special inspection per the
approved fabrication plans. Sec. 306(a)4B
and Sec. 3061f)
In buildings over 2 stories in height, provide
3/4 hour fire-rated assemblies for all
openings in the exterior wall below or within10 feet horizontally of an exterior stair-
way. An exit balcony with 2 separatedstairways is exempt. Sec. 330S
Exterior stairways shall not project into
the 3 foot setback from the property lines.
Sec. 3303<nl
The will Is and soffits of the enclosed useable
space under interior stairs shall be protected
on the enclosed side as required for one-hourfire-resistive construction. Sec. 330S(m>
Minimum construction specifications shall
be made a part of the approved plans.(See attached)
8. ROOHMG
if. Specify roof pitch.
Roof pitch is not adequate for roof type
specified. Specify minimum pitch of
Vt, Specify roof material and application.
74C Specify t.C.B.O. approval number for roof' materials not covered in OBC.
TJf\ Specify roof slope for drainage or design
^-, to support accumulated water. Sec. 3207(a)
^J Shew roof drains and overflows. Sec. 3207(a)
76) Provide skylight details to show compliance
with Sections 3401 and S207 or provide ICBO
approval number.
Provide plastic 'roof panel details to show
compliance with Section 5206 or provide
ICBO number.
I Show attic ventilation. Minimum vent area
is 1/130 of attic area or 1/300 of atticearea if at lease 50% of the required vent
is at least 3 feet above ceiling joist*.
Sec. 3205(c)
H. KASONBT
Provide* fireplace construction details ornote construction to be per attached fireplace
standard drawing. Sec. 3707
Show veneer support and connections complywith Sec. 3002. 4.5,6. and Sec. 2516(a)
regarding ties and »9 wire in horizontal
joints or note construction to be per attached
sheets 30-1 or 30-2.
I Show height and construction details of
all masonry wall*. Chapter 24
Mote that cleanout opening* shall be'provided
at the bottom of all cells to be grout filledover 4' in a single pour. Cleanout shall
be sealed before grouting, after inspection.
Sec. 2415
»l. Show floor and roof connection* to masonry
f walls. Conneceion shall resist 200 pounds
per lineal foot or the actual design load,
whichever is greater. Sec. 2310
4Z. Provide material specifications for mortar,
f grout, masonry and reinforcing steel.^^ Sec. 2403X"^\93.) Show how masonry house walls retaining earth
—"^ are to be waterproofed. Provide detail.
94. Note that special inspection of the masonry
' will be required for
C*. GAKACT AMD CARPORTS
'lOOjCarage requires one-hour fire protection~~—^en the garage side of walls and ceilings
common to the dwelling. Table 5-a Sec.503(b)
Lpl.All elements supporting floor above garage
' to have one-hour fire-resistive protection
on the garage side. Sec. 503. Beams andposts, not within the wall or ceiling con-
struction, must comply with UBC, Table 43-A,
or be minimum 6" dimension beam and minimum
8" by 8" post.
Show 1 3/8' solid core self-closing door
for openings between garage and dwelling.
Sec. 503(d)
y*.
y*.
Garages are not permitted to open into
a room used for sleeping purposes. Sec. 1104
Openings between carport and residencerequire self-closing doors and stationary
windows. Sec. 1214
Show garage framing section, sixe of headerover garage opening. l»eer^| eroaa hraeiii
eehod of t
Doors between dwellings and attached garages
may swing in either direction provided
the difference in floor elevation betweenthe dwelling and garage does not exceed
7 1/2 inches and provided the door is notused as the primary means of egress fro*
the building.
If the difference in floor elevation exceed*
7 1/2 inches, or if the door is used asthe primary means of egress from the building,
additional steps or landing must be provided
in accordance with stairway requirements,
and the door muse not swing over the depressed
level, (see 3303(1)2 and 330S (g).
Provide 18" raised platforms for any FA0,
water heater, or any other device whichmay generate a flame or spark.
Mote that continuous fire wall protection
shall be installed behind raised platform(s)
prior to framing platform.
fOONDATION REQOIREMENT3
Mote on plans thae'A soils engineer shallevaluate any unanticipated uncompacted fill
or expansive soil or other soil problems
disclosed during construction*. Sec.306(a)l2.
)Submit soils classification determinationby a licensed engineer or architect based
on observation, tests, borings, or excavations,
and containing comments on the,degree of
expansiveness, compressibility and bearing
value. Sec. 2905
Note on the plan the soils classification,
whether or not the soil is expansive, and
note the allowable bearing value. Sec. 2905
The foundation plan does not comply with
the soil report recommendation for thisproject
Provide notes on the foundation plan listing
the soils report recommendations for foundation*,
slab and building pad preparation.
Note on the foundation plan that "Priorto the Contractor requesting a Building
Department foundation inspection, the
soils engineer shall advise the Building
Official in writing thatt1. the building pad was prepared in accor-
dance with the soils report:2. the utility trenches have been properly
backfilled and compacted, and:3. the foundation excavations, forming
and reinforcement comply with the soils
report and approved plan."
Provide spread footings for concentratedloads designed for 1,000 PSF soil bearing
or per bearing value as determined byan engineer or architect. Chapter 29
Show height of all foundation walls. Chapter 23
Show height of retained earth on all foundation
walls. Chapter 23
Show distance of foundation to edge of
cut or fill slopes and show steepness and
heights of cuts and fills. Chapter 29
Note on plans that wood shall be 6" above
finish grade. Sec. 2417(c) 7.
Note on plans that surface water will drain
away from building and show drainage pattern
and key elevations. Sec. 290S(f) ~
131. Dimension foundation per Table 29*.
TABLE NO. »A-FOUNDATIONS FOR STUD BEARING
WALLS—MINIMUM REQUIREMENTS
\fi*
/
orSTMIB
1
2
3
6
8
10
6
3
10
12
15
18
TMCUKSSorrooTtNt(Meant
6
7
8
ofpra or
raUMMTION
NATWUlswnct
i nrnsH
J2
18
24
NOTES:
Who* animal madman or host ooadltions an found, footjnp andfoundations duul be at nquind in Section 2907 la).
The pound under the toot may be ncaraled to the elevation of rhrtop of the foottni.
| Show foundation sills to be pressure treated,
or equal. Sec. 2S17(c) 3.
Show foundation bolt size and spacing.
Sec. 2907(e)
Specify size, ICBO number and manufacturer
of power driven pins. Show edge and end
distance and spacing. Sec,. 306(f)
Show size, imbedment and location of hold
down anchors on foundation plan. Sec. 2312(f)
Note on plan that hold down anchors must
be tied in place prior to foundation inspection.
Sec. 2312(f)
Show adequate footings under all shear
walls. Sec. 2311(e)
Show stepped footings for slopes steeper
than 1:10. Sec. 2907(c)
Show minimum 18* clearance from grade to
bottom of floor joists and minimum 12'
clearance to bottom of girders. Sec. 2317
Show pier size, spacing and depth into
undisturbed soil. Table 29-A
Show minimum under floor access of I8"x 24'.Sec. 2317
Show minimum under floor ventilation equalto 1 1/2 sq. ft. for each 23 lineal feetof exterior foundation with openings as
close to corners as practicable to providecross ventilation on at least two approximate-ly opposite sides. Sec. 2317
I. FRAMIHB
Show all joists, rafters, beams, and posts
2" to 4' thick to be No. 2 Grade Douglas
Fir-Larch or better. All posts and beams
5" and thicker shall be No. I Grade Douglas
Fir-Larch or better. (Table 2S-A-1)
Show wall bracing. Every exterior wood
stud wall and main cross partition shall
be braced at each end and at least every
23 feet of length with 1x4 diagonal
let-in brace or equivalent. Sec. 2S18(g)S
Note cross bridging or blocking. Floor
joists and rafters more than 12* in depth
and spanning more than 8 feet shall be
supported laterally by bridging at intervals
not exceeding 8 feet. Sec. 2306(g)
Show blocking at ends and at supports
of floor joists, and for rafters at exterior
walls. Sec. 2306(g>
Show solid blocking at ridge line and
at exterior walls on trussed roofs.
Sec. 2S06(g)
Show double joists. Floor joists shall
be doubled under bearing partitions running
parallel with the joists. Sec. 2318(d) 3
Show rafter ties. Rafter ties shall be
spaced not more than 4 feet on center
where rafters and ceiling joists are not
parallel. Sec. 2318(h)
Show rafter purlin braces to be not less
than 43 degrees to the horizontal.Sec. 2318(5)
Show 1/2" minimum clearance between top
plate of interior partitions and bottom
chord of trusses. (To ensure loading
will be as designed.)
Show double top plate with minimum 48*
lap splice. Sec. 2S18(g)4
Show nailing will be in compliance with
Table 23-P.
Provide fire stops between stories, between
top story and roof space, at ceilings
and fl<*TF tt"*1* *" i"f<"r<"'1 and exterior
walls, Qn mansard roofjor eyebrow so no
concealed" df IU11M Space is greater than
10* horizontally or vertically, between
stair stringers at top and bottom and
between studs along and in line with
stair run adjoining stud walls and partitions,
at perimeter of sliding door pockets,
between chimney and wood frame using metal
or incombustibles for the fire stop and
at other places that could afford passage
of flame. Sec. 2S17(f)
I/
£:
Show stud size and spacing,
able stud heights: 2*x4*9 16
3"x4"42-x6-§ 16-0.C. is 20'..
Maximum allow-
• is 14';
Sec. 2S18(g)2
Note an A.I.T.C. Certificate of Compliancefor glued laminated wood members shall
be given to the Building Inspector priorto erection. See. 306(f)
Detail all post to beam and post to footing
connections. Sec. 2S17(c) 4
Specify nail size and spacing for all
shear walls, floor and roof diaphragms.
Indicate required blocking. Maintain
maximum diaphragm dimension ratios.
(Tables I,J,K).
Show 3*x4* or 2'x6* studs in first story
of three story building. Sec. 2518(f)
Provide truss details and truss calculations.
Provide roof framing plan. Sec. 302(a)7
Provide framing sections through 7Vef ^»>o
Section 302(a) 7
Specify all header sizes for opening over
4* wide. Sec. 2S18(g> 7
Provide calculations for /3^<at±/< tuA(.i. S
t
'Section 302(a) 7
In areas subject to water splash and in
exterior locations, wood columns and posts
shall be supported by piers projecting
at least 2" above the finished grade and
shall bear on a metal base plate or treated
wood unless the columns or posts are foun-
dation grade redwood or cedar. Sec. 2S17(c)4
Show location of attic access with minimun
size 22* x 30". Sec. 320S
Show draft separation for attic areas
in excess of 3,000 sq.ft. See. 3205
Show draft separation, for space between
dropped ceilings and floor above in excess
of 1.000 sq.ft. Sec. 2S17
Specify plywood grade and panel indenti-
fication index. Table 2S-J
When roof pitch is less than 3:12, designridge as a beam. Sec. 2S18 (hi
3*
p.
Hood shear walls shall not be used to
resist horizontal forces contributed by
masonry in buildings over one story in
height. Sec. 2S16(b)
Gypsum lath and plaster, gypsum sheathingboard and gypsum wallboard shall not be
used in vertical diaphragms to resist
forees imposed by masonry or concrete
construction. Table 47-1
If cripple wall studs are less than 14*,
framing shall be solid blocking. Sec.25l8(g)6
Cripple wall studs exceeding 4 feet inheight shall be 3 inch by 4 inch or 2
inches by 6 inches when supporting 2 stories.
Sec. 2S18(g)6
Show plywood sheathing over exposed eaves,or other weather exposed areas, is exterior
grade. Sec. 2S17(g) 3
Show a weep screed at the foundation plate
line on all exterior stud walls to be
stuccoed. Sec. 4706(e)
Provide an approved waterproof building
paper under wood siding. Sec. 1701(a)
Specify an approved flashing for exterior
openings and parapet walls. Sec. 3208
Show corridor width to be minimum 36*.Sec. 3304(b)
>$7. Specify truss layout for 30* x 30* attic' access.
1^8. Ridges, hips, and valleys shall be at
least one size larger than supported
rafters. See. 2S18(h) 3
yK, Provide metal straps across ridge beamf and rafters.
J. MECHANICAL
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
•nieal Code.
Show the size, location and type of all
heating and cooling appliances or systems.
Show source of combustion air for furnace
will comply with Chaper 6. U.M.C.
Every dwelling unit shall be provided with
heating facilities capable of maintain-
ing a room temperature of 70* F. at 3
feet above the floor in all habitable
rooms. Show basis for compliance. UBCSee. 1211
Show minimum 30* deep unobstructed working
space in front of furnaee.
Note on plans,clearances to be per manufac-
turers listing. See. 704 UMC
Furnace shall not be installed under anystairway. See. 704 UMC
Furnace shall not be installed in any
bedroom, bathroom, closet, or in confinedspace with access only through such room,
unless specified as direct vent appliance,
enclosed furnace or electric heating appliance.
Sec. 704 UMC
Show ICBO approval for prefab fireplace
and provide approved installation instructionsat job site.
Show access to the attie or under floor
furnace to be minimum 30 inches by 30inches. Sec. 708 k 709 UMC
Note that passageway to the attic furnace
shall be unobstructed and have continuous
solid flooring not less than 24 incheswide. Sec 708 UMC
Show permanent electrical outlet andlighting fixture controlled by a switch
for the attic furnace. See. 708 UMC
Show details to comply with Section 109
for furnace under the floor. Section 708
for attic furnace, or Section 710 forroof or outside furnace.
Note on plan, gas vents and non-combustible
piping passing through three floors or
less shall be effectively draft stoppedat each floor or ceiling. OBC Sec. 1706UX
K. ELECTRICAL (National Electrical Code)
All wiring shall comply with the National Electrical
Note on the plan the amperage of electrical
service.
If the electrical installation is aere
than 200 amperes, show panel locationand provide a single line diagram and
load calculations including!
a. Miring nechod employed.
b. Sizes of all conductors, switches,
circuit breakers, fuses, and conduits.
c. Approximate length of service feeders.
d. Provide plot plan showing services.all panel locations, circuit arrangement
and load distribution on panel busses.
e. Provide typical panel schedule(s).
Dwellings require minimum 100 amp service.
Show location of all electrical receptacles.
Electrical receptacle locations and/orspacing is not adequate in Kte>An ? I
.«. Goo* '
lAt least one receptacle «K»^I K» in.t-»u«<l
outdoors, in basements and _
other than laundry outlets. Art. 2lfl-Z5(bT
Show minimum Jwellinoliahtina (NEC
&»» llfl.lClml AM«I JK^^in garage, oacns<gnd outdoors. NEC Art. 210-8(a).
r228T) Hot* -UFER" ground to be provided <HEcF7
Art. 250-81 JLA^tj * i/i** fa
L.
All plumbing shall comply with the OnifromPlumbing Code.
Show water heater size, type and
location on plans.
Show method of providing combustion aireo futi burning water heater. Sec. 1307
Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom. Sec. 1309
Provide adequate barrier to protect waterheater from vehicle damage. See. 1310
Show T and P valve on water heater and
show route of discharge line to exteriorSec. 1007(e)
Provide dryer vent to outside. UMCSec. 1903
Note on the plan that hose bibbs and lawn
sprinkler systems shall have approved
backflow prevention devices. Sec. 1003
Shower stall shall accomodate a 30"eircle
and have a minimum floor area of 900 sq.in.
UPC 909(d)
Tk:so.
in.
:»i.
y
Show details at duplex sommon -partyi -alii
«nd r.oor. ssiUno jss«moUes to *cniavea 'ound Transmission Class (STC) racingm --aits o< ia <iecibi«* -ma a« c«pactInsulation class ittci rating on floor.
ceiling of 10 deciaies. Title 29
SIMM now penetration of asaemal.ee for
piping. electrical devices. recessed caoinees.aatntuaa. soffits. or seating ventilating.
ar exnauat ducts mall M sealed. li«od.
or insulated eo maintain required MMIM
transmission rating. net* IS
Provide insulation MI wells a*d ceilingeo aonieve STC of SO between gavaa* •"•",.
living- area if garage use is noc controller
by resident Title 29.
M* sue* Mandated Regulations(Catif. Adam. Code) became affectiveJUM It, IMS and require that thedesign satisfy on* of the alternative
energy packages (see attached packages
A. I. C, I, 2. 3. 4 and AB !«)). tlMlav also roquirn that aany Mandataryrvatioa itaaa bo »atijLCiad.i« in lon« V .
Copio* of tho RMidantial BMroy
Conaorvatioa Manual aay bo obtained
front Publications Unit. CaliforniaXnorqy Coaauition. 1111 Hew* Awa. Mi-SO,Sacraaanto. California 9J«3, (Tal.
(»U) «30-<21«t). California BoildiaaOfficial* also Mintain a talapftono•hotlino* botvow lOiOO A.M. and Noonand liOO f.H. to 4tOO F.M. at (tl<)4SC-3M3.
Show on tho titlo shoot of tho plans, LA0C£ittho altarnstivo onorgy pocluoo that "™r"-
was soloctod i.o. A. •, C, 1, 2, 3.4. or AB 1() to show coMplianeo, andprovide calculations and other data,
appropriate to that soloctad paekaoo.
Tho rosponsiblo designer should sign
a statsMnt. on the plan titlo •beet,•Tho design subHitted substantiallyconforms to tho Enerqy Moulationa
for Mesidontial laildinos'.
Show tho •*• value for the wall* andceiling and related areas.
Note that the insulation used shall
comply with California Quality Standards.
Note the insulation installer shall
post a signed certificate, in a eonspicioua
place in the building, stating theinsulation complies with Title 24, Chapter2-S3 and Title 20, Chapter 2, Subchaptar
4, Article 1.
Note doors and windows, including skylights,
between conditioned and non-conditioned
space shall be fully weatherstripped.
Mote on the framing plan that weather-
stripping, caulking or sealants mustbe used to limit filtration in thebuilding envelope *t the following locations!
Csterior joints around windows and door
framest between wall *ole plates and floors,and outvven exterior wait panetstpenetrations in walls, ceilings, andfloori for plumbing, electricity, andgas Unas: openings in attic floors\and all other openings in the building
envelope.
Hot* chat doors and windows to be certifiedand Iteeled as complying with the Energy
•egulations.
Note fans exhausting air to have back
draft dampers.
Note at the exterior*wat^ fireplace
•Fireplace to have minimum sia square
inches of outside air; to have glassor metal door covering the entire opening
of the firebox* to have tight-fittingdamper with readily accessible controland should not have a continuous burningpilot light*.
Note ducts shall comply with Chapter 10,
l»7( UMC and shall be tightly sealedwith mastic or tape.
Note at the water heater location 'water
heater to have wrap of 11-12 external
insulation*.
' Note, where wster heater is in unconditioned
space, the first five feet of outletpipe to have «-3 wrap.
Note all circulating hot water pipes
in unconditioned spaces shall be insulated.
Note that all gas fired heating andcooling appliances, showers and faucetsshall comply with the Energy Efficiency
Standards.
Show, at bath and kitchen, that the
general lighting shall have an efficiency
of not leas than 29 lumens per watti.e. f1orescent.
Note that heating or cooling systems(except heat pumps) shall have an automaticthermostat with mechanism which can be
manually programmed to automaticallyset back the thermostat set points for
at least two periods within 24 hours.
Show the sise, type and location of
the space heating lor cooling) system
and provide energy calculations II the
output BTU/Hr. exceeds 43,000 sTU/Hr.output.
Shew mate amd model for PM and water heaterare ON State approved list.
Outdoor pools wita fossil fuel heatersrequire poet cavers aa well aa otner energy
savin* devices suca «a time clocks, etc.T30-140*
Show a niaiania 2* air space and flashing
between plantar and building walls.
Sec. 2S17(e)
Specify material to be used under the
ihower tile. Sec. 17071*1
Specify lath and plaster to comply withChapter 47, OBC.
Two 3/4* copper pipes must be installed
from water heater location to convenientlocation of future solar panels (City Ord.)
Provide sleeves (roof jacks) in roof fortwo future 3/4* copper pipes to convenient
location of future solar panels (City Ord.)
Mote chat solar water piping is to be insulatedin areas that are not Seated or cooled.
(City Ord.)
Q Building plans are substantially correct
and complete.
ato.
att.
Oatet
G Building plans would be substantially correct
and complete is minor corrections are madeat counter.
Byi
Date i
r"| Building plans require major corrections and
complete p^an recheck. by plan checkrequired.
Oatet
If you have any questions, regarding
this plan check, please call ljtig<l
at f&CtU Ct**S. /ft.
Me would also be pleaaed to meet withyou, at no charge, if additional aaaiatanceia needed.
Ctt? of Cartefcab
PLAN CHECK NO.
OWNER
PLAN REC'D.
PLAN CHK'D.
CHK'D. BY
(&;?** d
//o
ex.
TABLE 2-1. ALTERNATIVE COMPONENT PACKAGES FOR CLIMATE ZONE 7
Package
Component A B
BUILDING ENVELOPE
Insulation Mininmna
Calling R 19 R 30 R 19
Wall* R 11 (R 2.5) R It (R 2.5) R 11 (R 2.5)
Slab Floor Perimeter no req'ment & 7 no req'ment
Raised Floor R 11 R 11 R 11
Glazing
Maximum U-Value 1.10 0.65 1.10
Maximum Total Area no req'ment 14.OZ 14.0Z
Maximum Total Non-South
Facing Area 9.6Z no req'ment no req'ment
Minimum South Facing
Area 6.4Z no req'ment no req'ment
Thermal Mass required not req'd not req'd
SPACE CONDITIONING SYSTEM
Heating System Type2 gas gas - gas
DOMESTIC WATER HEATING ~ '
SYSTEM TYPE gas, heat pump, gas, heat pump, solar with
or solar w/ any or solar w/ any gas backup
type of backup type of backup heat
heat heat
1. The value in parentheses is the R-value for the entire wall assembly If
the wall weight exceeds 40 pounds per square foot. The insulation must
be Integral with or installed on the outside of the exterior mass. The
inside surface of the thermal mass, including plaster or gypsum board in
direct contact with the masonry wall, shall be exposed to the room air.
The exterior wall used to meet the R-value in parentheses cannot be used
Co oeet the above thermal mass requirement.
2. Where natural gaa is not available, zonally controlled electric resis-
tance or radiant heating systems may be used.
48
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i
STATt Of CAWOHNIA—Mi nSOUOCtS ACtNQf Ot(D»C« DtUKMtllAN.
CALIFORNIA ENERGY COMMISSION
516 NINTH STREET AUG 1 9 1983
.ACtAMCNTO. CAIIfOINIA 93814
NOTICE OF STATUTORY CHANGES
IN THE RESIDENTIAL BUILDING STANDARDS
Newly enacted legislation (AB 163 [Goggin]), which became law on July 29,
1983, provides builders new options and additional flexibility in complying with
the energy conservation standards for new residential buildings. The principal
features of the bill are described below:
* GROUP AVERAGING Builders may comply with the standards by averaging the
performance of groups of buildings. All buildings in an averaged group must be
in the same subdivision, and all must be based on the same model. Reverse plans
and different elevations of a model are regarded as the same model. Buildings
based on the model and with the same floorplan (including reverse plans) but
with different conservation features, such as shading, insulation levels, thermal
mass, etc, are still regarded as the same model. Different models may not be
grouped together for averaging.
Builders who elect to average must apply for permits for all buildings in an
averaged group on the same day, and each application must indicate the group to
which the averaging approach is applied. The builder demonstrates compliance
by using either the Point System or any other approved calculation method, such
as CALPAS 1A or CALPAS 3, to show that a simple arithmetic average of the energy •
performance of all buildings in the group meets the standards' energy budget.
Whc-n the buildings are offered for sale, builders must also notify potential
buyers that compliance with the energy standards used averaging and that the
perforaance of a particular home relative to the performance standard is available
upon request.
* NEW PACKAGES Builders may also use new packages enacted by AB 163, in *
place of Packages A, B, and C in the standards. The new packages for each
climate zone are summarized in the TABLE attached to this notice. Notes explaining
the packages appear on page 2 of this notice.
* ALTERNATIVE PACKAGES AB 163 also allows builders to develop and use their
own packages of measures, provided such packages result in the same energy
performance as the new packages in AB 163. To use this approach, builders may
use either the Point System or another approved calculation method (e.g., CALPAS
1A or 3) and follow these steps:
1. Calculate the energy consumption or point system total of the building
floorplan including all of the components in an AB 163 package (see attached
TABLE). Assume the building has the maximum amount of glazing allowed in that
package and that this glazing is equally distributed north, east, south, and
west. This calculation sets the energy goal or standard that the proposed
building must meet.
Note: If the point system is used, this goal will not necessarily be zero
points.
2. Perforu the same computation, using the proposed building's actual glazing
area, orientation, and distribution, and its actual energy conservation features.
The design complies if the energjf consumption or point system total is equal to or
better than the goal established in Step 1.
Mailed to lists 408, 409, 050, 053 on 8/15/83
• OTHER PROVISIONS OF AB 163
1. Regardless of the method of compliance, every building must still comply
with the mandatory features and devices requirements of the standards. The
requirements appear in Section 2-5352 of Title 24, California A4»*ru0«i<*ii*»a
2. Any application for a building permit pending on or after July 29, 1963, may
use any of the compliance methods in AB 163 to meet the new energy standards.
3. If a fireplace is not located near an exterior wall, outside combustion air
is not required in climate zones 5, 6, 7, 8, 9, 10, 14, and 15* Note that this
provision of the bill is an express exemption for those olimate zones from the
outside combustion air requirement in the standards. (The requirement in the
standards appears in Section 2-5352(d) of Title 24, California Administrative
Code.)
* EXPLANATIONS OP THE REQUIREMENTS IN THE MEW AB 163 PACKAGES (See TABLE) The
following requirements apply if builders elect to use the packages in AB 163.
(For requirements of other packages or compliance methods, consult the standards
or the Energy Conservation Manual.)
1 . All concrete slab floor buildings are required to have 25 percent of the
floor area directly exposed to the conditioned space. To determine the floor
area, count only the first floor in conditioned areas. Uncarpeted first floor
areas, such as linoleum or tiled entry ways, kitchens, bathrooms, and utility
closets may all be counted towards this requirement.
2. In some climate zones, a building with raised floors (rather than concrete
slab) must also include thermal mass with an area exposed to the conditioned space
equal to a certain percentage of the ground floor floor area. The percentage for
each zone is listed in the attached TABLE. To qualify for thermal mass, the
material used must have a performance equivalent to masonry two inches thick, with
a volumetric heat capacity of 28 Btu per cubic foot per degree Fahrenheit per
hour, a thermal conductivity of one Btu per foot per foot per degree Fahrenheit
per hour, and a surface area directly exposed to the room air of the required
percentage of the ground floor floor space. A list of materials that meet these
requirements is being developed by the Commission.
3. The attic requirement means that an attic is installed under not less than
75 percent of the roof that is over any conditioned space.
4. The air conditioner efficiencies must be net if an air conditioner is
installed, but AB 163 does not require that an air conditioner be installed.
5. If a heat pump is used, an automatic setback thermostat is required in
clLnate zones 1 , 3, 5, 7, 15, and 16 if building permits are applied for on or
after August 1,1983. In all zones, an automatic setback thermostat is required
for permits applied for on or after July 1, 1984.
6. Infiltration barriers and air-to-air heat exchangers are not required in any
climate zone by these packages.
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3 :•
DEVELOPMENTAL • ICTl 1200 ELM AVENUE
SERVICES WlfJm CARLSBAD, CA92008.1M9
BUILDING DEPARTMENT %SKy (S19)43M52S
Citp of Carbftab
THE INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS
FOR YOUR SINGLE FAMILY DWELLING
Site Address
Legal Description
Assessor's Parcel Number
Quantity of Grading in cubic yards
Contact Person - Name and daytime Phone Number
Circle any Planning Commission or City Council Action oh this Property:
Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change,
Planned Development, Redevelopment Permit, Specific Plan, Site
Development Plan
PLAN CHECK NUMBER
cd 112383
Date i Jurisdiction L-/t*t.5L-
Prepared byt
VALUATION AND PLAN CHECK FEE
Q Bldg. Dept.
Q Esgil
PLAN CHECK NO. ?*/"
BUILDING ADDRESS
APPLICANT/CONTACT
BUILDING OCCUPANCY
0 2 ?Cft
NO ./£/£>? 5* 3 -
TYPE OP CONSTRUCTION
A/ /&*)DESICNER PHONE
CONTRACTOR PHONE.
fa*
(t*JW
IfttOt
BUILDING PORTION
«"*^Ateo £fv,**<AM»
*) QlA*A<* 4Srt>*A<iS
*Mr<o u0j£fi4o $>/t9.>*
•
Air ConditioningCommercial
Residential
Res. or Comm.
Fire Sprinklers
Total Value
BUILDING AREA
/O ^'?
7G&
/Zo
*
W6Z
VALUATION
MULTIPLIER
<?&
/3
3*
@ 2.80
@ 2.40
@ 1.50
VALUE
.<f?$/2
9Zo</
6>oo
/07Jt
780Z 7
Fee Adjusted To Reflect
Building Per ait Fee $_
Plan Check Fee $
COM HE NTS:
8/4/82
RESIDENTIAL VALUATION CHART EFFECTIVE 7/1/84
SFD DETACHED ./.£/.*-./. ...... .__ x $ 53.00
APT. HOUSES & ATTACHED SFD : X 42.00_
GARAGE ' *70<? X 13.00
CARPORT X 9.00
COVERED PORCH
COVERED PATIO
BALCONIES/STAIRS/DECKS
RETAINING WALLS
POOLS
X
X
X
X
X
5.00
5.00
8.00
10.00
21.00_
SPAS (GUN ITE) VALUATION $4.100.00 ,
** SPAS(PLASTIC/FACTORY MADE,
AIR CONDITIONING X 2.40
MOBILE OR MODULAR ON S.F. LOT
(1/2 OF BLDG. PERMIT FEE)
TOTAL VALUATION,
PLAN CHECK FEE
**POLICY
IT IS OUR POLICY TO CHARGE A BLANKET PERMIT FEE OF $75.00 FOR A FACTORY MADE
PLASTIC SPA. THIS FEE COVERS ALL WORK INCLUDING PLUMBING AND ELECTRIC.
THE VALUATION WILL BE $2,050.00.
THIS PERMIT FEE APPLIES TO AN IN-THE-GROUIND PERMANENTLY INSTALLED FACTORY
MADE PLASTIC SPA NOT TO EXCEED 400 GALLONS IN CAPACITY. THE PLUG-IN TYPE SPA
IS AN APPLIANCE AND DOES NOT REQUIRE A PERMIT.
THE ITEMS LISTED BELOW MUST BE INCLUDED WITH
THE PLANS FOR NEW BUILDING CONSTRUCTION
BUILDING, PLANNING, ENGINEERING, AND FIRE DEPARTMENTS WILL REVIEW THESE PLANS
* Items 1 through 6 must be on the front page of plans
Site Address.
Legal Description,
Assessor's Parcel Number.
Contact Person - Name and Daytime Phone Number.'
1.
2.
3.
4.
5.Sewer Letter, if project is in Leucad^a County Water District or San
Marcos County Water District.^-—
6. Provide any Planning Commission or City Council Action Number on this
property (if applicableL^-*-
Variance Number; Conditional Use Permit Number; Tract or Parcel
Map Number; Zone Change Number; Planned Development Number;
Redevelopment Permit Number; Specific Plan Number, or Site Development
Plan Number.
7. A Plot Plan clearly showing all new and existing buildings on the property.'
On remodels show where building footprint is revised:
A. Quantity of Grading in cubic yards. (If no Grading is required, write"NO GRADING" on Plot-"PTai&^r—^^ —~"
If a Grading Permit is required, a separate plan (prepared by a
Registered Civil Engineer) is required. CONTACT ENGINEERING DEPARTMENT
FOR SPECIFICS.
NOTE: Grading must be complete and accepted (Compaction Report(s)
submitted) by the City prior to issuance of the Building
Permit.
B. Distance between structures and distance to property lines.
C. Existing slopes and drainage facilities on the site and adjacent
properties.
D. Existing adjacent public improvements.
E. All easements on property.
F. Existing water and sewer services (if applicable).
(Commercial industrial and apartment buildings must show service size
and provide necessary calculations supporting service sizing.)
G. Proposed lot drainage pattern.
H. Property lines and approximate lot dimensions.
To the best of my knowledge, all the above listed information has been provided on
the plans.
NOTE:ABOVE INFORMATION MAY RESULT IN THE REJECTION OF
BMITTAL^JOR A TIME DELAY IN YOUR PLAN CHECK.
Date/
(For Departi
PLAN CHECK NUMBER:
Use Only)
~
PLAN CHECK
PLANNING:
ADDRESS DATE
TYPE OF STRUCTURE ZONE:
Q£LU
UJ
SCHOOL FEES: SAN DIEGUITO
CARLSBAD
% COVERAGE
ENCINITAS
SAN MARCOS
BUILDING HEIGHT_
FENCES/WALLS
TWO CAR GARAGE_
COMMENTS:
§Q
REDEVELOPMENT APPROVAL REQUIRED:
LJ LANDSCAPE PLAN COMMENTS:
ENVIRONMENTAL REQUIRED:
REQUIRED SETBACKS^
FRONT il j
/^A\ /SIDE
REAR V
LU
ADDITIONAL COMMENTS:
OK TO ISSUE:£^__ DATE:a\K\[&5 OK TO FINAL:DATE:
ENGINEERING
P.F.F._
R.O.W:
LEGAL DESCRIPTION VERIFIED?
_ PARK IN LIEU _
IMPROVEMENTS:
A.P.N. CHECKED!^
E.O.U:
SEWER:
LATERAL:DRIVEWAY:
GRA.DING PERMIT:
DRAINAGE:
EASEMENTS:
6EEAODl7?c»JfiL-
ADDITIONAL COMMENTS:
ENGINEERING INSPECTION REQUIRED
PUBLIC WORKS INSPECTOR:,
FINAL OK:DATE:
C
* IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
PLAN CHECK
PLANNING:
CKLU
TYPE OF STRUCTURE Cll/9 »
SCHOOL FEES: SAN DIEGUITO ~*~
CARLSBAD
% COVERAGE
BUILDING HEIGHT
FENCES/WALLS
TWO CAR GARAGE
COMMENTS:
SAN MARCOS
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LU M0£. =3CC. CTO LUoo:
D
REQUIRED SETBACK^
FRONT
SIDE
REAR
REDEVELOPMENT APPROVAL REQUIRED:
M LANDSCAPE PLAN COMMENTS:
ENVIRONMENTAL REQUIRED:
ADDITIONAL COMMENTS:
on
LU
ENGINEERING
P.F.F.
R.O.H;*
LEGAL DESCRIPTION VERIFIED?.
_ PARK IN /IEU __
IMPROV/MENTS: '
A.P.N.
/
I
E.D.U:
SEWER:
LATERAL:DRIVEWAY:
GRADING PERMIT:
DRAINAGE: •
D EASEMENTS:£>?g^&DITIONAL COMMENTS:
t— LUo a:
UJ I—i
OH =3ce <zr
O LUo a:OK TO ISSUE:
* ENGINEERING INSffEC/lON REQUIRED:
PUBLIC WORKS INSPECTOR:
FINAL OK:DATE:
* IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
•-So
V,odern
lock
Telephone 757-1780
350 JONES ROAD - OCEANSIDE. CALIFORNIA
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CONCRETE . BLOCK
LEVEL OR SLOPING
WALLS
SURCHARGE
WALL MEIOMT Wall height n measured from the top of the footing to the top of the watt, wall* not shown 'I* the tobies must to designed specifically for the existing condition. The walls shown here ore designed os walls
retaining earth banks from level s>a swpe of I horizontal to I vertical (sloping surcharge j.There shod be no foundation,
anvewoy, or other loading oft the upp«r level within a distance equal to the height of the wall.
USE OF TABLES. Determine height of wall to be constructed as described above Determine dope of re-
tained earth. Using Table A for appropriate wall height and slope of retained earth, rood T,R,K,aV Footing W( Foo-
ting width! T,R,ftK can than be determined using Table B.
EXAMPLE: Wall height S'-O" ; slope of retained earth 3 horizontal to I vertical.
' FROM TABLE A: T = Ty pe B wall
R s Group 5 reinforcing steel
K = Type E key
' FTG. Width = 2'-9"
• FROM TABLE B: Type B wallis Type I ( see sketch) B" concrete block.
1 Group S reinforcing steel it *4 Bars S>16" °/c.
• Type E key is B" wide » •"deep
CONCRETE MIX . The mir for the concrete used for footings shall be I cement, 2 Jj sand, 3o grovel, wi'th
not more than /gallons of water per sack at cement.
! MORTAR MIX. The mix for Mock mortar shall be I cement, 3; sand ^part lime. Plastic cement may to
' used with 3 parts sand to I port plastic cement.
OR OUT MIX . The mix for the grout shall be I part cement to 3 ports sand, with water added to pou-
ring ca» listener without segregation of the grout constituents
ALL CELLS SHALL BE FILLED SOLID WITH GROUT.
MORTAR KEY. TO insure proper bonding between the footing and the first courss of block, a mortar key
snail b« formed by embedding a flat 2x4 flush with and at the top of the fresnly poured footing. It should
b« removed after the. concrete has started to harden. A mortar key may be omitted if the first course of block
is laid when the footing is poured, and a good bond is obtained.
HORIZONTAL STEEL. Two *3 bars shall be placed longitudinally in the footing as shown. One *3
bar or ladder mesh shall be placed longitudinally 'in the mortar joint every sixteen inches as the blocks
ore laid up,
WALL DRAINS. Wall drains shall be provided at 6'- foot intervals along the length of the wall and
located at the level of the bottom course of block. They shall be 4" in diamffer, formed by placing a
block on its side, or leaving out every head joint in the first Course of block. Backfill behind veil dr-
ains or apen head joints shall be loose rubble or gravel.
SOU., All footings shall extend at (east 12" into undisturbed natural soil.
STEEL 4, AP. When one continuous bar cannot be used, a lap or splice of forty diameters shall be used.
ION8. Whet* the footing has been formed, with the steel in place and ready for the concrete
to to poured, the applcant shall call far a foundation inspection.
The applicant shall caU for additional inspections os follows '.
A. Af tar tht blocks have bean laid to a height of 41, with the steel in place, before the grout is poured.
B. After the blocks have been laid up to the lop of the wall, with the steel in place, but before
Ite grout is poured.
SPECIFICATIONS FOR CONCRETE BLOCK WALLS
REPRINTED BY PERMISSION OF COUNTY OF SAN DIEGO, DEPARTMENT OF BUILDING INSPECTION
MINIMUM COHSTBUCTIOM SPECIFICATIONS
(tof J IMC • l»7» edition)
HIM* are ninistuB specifications established by the Unlfora building Cod* end shall MC supersede My most restrictive
spocifiMtioo* sbowo oo the approved plan*.
*•.l~, .Concrete (or footings shell have a niniauat costpressive strength of 2000 p»i at 21 <Uyt and shell be composed
of 1 pare cencat. J part* send. 4 pars* of 1" on Kiev* sise rock, cad not mart than 7-1/2 gallon* of water per
Sack Of COBMt.
I. Hood Mid torch Separation. Foundation* supporting wood shall extend at toast 4" abovo the adjacent finish grade.
(Sec. 2M7U)) FrovMe l,« clearance under wood joists and 13H clearance under wood girder*. (See. ISl7(c))
J. Concrete Slabs. Slabs on grade shall b« at least 3-1/2" thick. (Sec. 2624)
4. Treated Hood. All foundation plates or sills and sleepers on a concrete slab, which 'is in direct contact with
earth, and sills which rest on concrete or Masonry foundations, and wood Joists closer than It", or wood girders
or support* closer than 12" to the ground shall be pressure treated wood or foundation grade redwood.
5. Anchor tolt* and Footing Sills. All footing sills shall have full bearing on th* footing wall or slab and shall
be bolted to the foundation with 1/2" x 10" bolt* embedded at lout 7M into the concrete or reinforced oasonry
or IS" into unreinforced grouted Masonry, lolu Shall be spaced not to etcood 4* on Center with, bolt* wt over
12" tnm cut and of sill*. (Sec. 2M7(e))
4. Underfloor Vents. Underflow araas shall be ventilated by openings in foundation walls.. Hall openings shall
have a net area of not less than 1-1/2 sq. ft. for each 2$ linear feet of exterior wall. Openings (hall be
arranged to provide cross ventilation and shall be covered with corrosion-resistant wire ew»h of not leas than
1/4- nor nore than 1/2M in any divan* ion. (Sec. 2517 (c))
7. UnderHoor Attest . Underfloer areas shall be provided with t crawl holt not IMS than II" i 24". (Sec. 2S17U))
MoodFruiin£
1. Lumber. All joists, rafters, 'beau, and posts 2" to 4" thick shall be No. 2 Crade Douglas Fir-Urch or better.
Ml post* and beau 5" and thicker shall be No. 1 Grade Douglas Fir-Urch or hotter. (See item* 114 for luaber
grading requirements for studs)
2. Hall tracing. Every exterior wood stud wall and win crosi partition shall be braced at each end and at least
•very 25 feet of length with 1 c 4 diagonal let-in brace* or equivalent. (Sec. 2Sll(g))
). Cross aridginf. Floor joists and rafters mart than 12" in depth and i panning More than I feet shall be supported
laterally by bridging at intervals not exceeding I feet. (See. 2S04(«j)
4. Provide blocUai'Bt ends and at supports of floor joists > and for rafters at exterior wall*.
5. frevUe blocking at ends and supports of rafter* *»re chw I" in depth.• • •• f
4. Provide solid blocking at ridge line and at exterior wall* on trueaed roof*.
7. Bauble Joists. Floor joist* shall bo doubled under bearing partition* running parallel with the joist*.
(Sec. 2SUWHS).I. teftOK •urlU brace* to be not less than 4S* to the horixontal. (Sec. 2SU(h))
ft. Rafter Tie*. Kafter tie* shall bo speced not nore than 4 foot on center where rafters and ceiling Joist* are
wt parallel.
10. ftovido 1/2" s4ai*n» clearance between top plate of interior partition* and bottom chord of trustee.
11. Provide double top plate with oininun 4g" lap splice. (Sec. 2SU(*J)
U. Nailing will be in compliance with Table 2S-F.
1J. Fir* blocking shall be provided for walls over 10»-0M in height. (See. 2SI7(fl). *l*o for horlsoatal shafts 10^-0"
o.c., and for concealed draft opening.
14. Studs. In one- or two-story building*, studs for exterior vails and interior bearing walls shall be not less than
2 x 4 at U" o.c. Studs for interior nonbearing partitions nay be i * J at 16 o.c. Studs 2M - 4" thick and 2" - 4"
wide and not sore than I feet long shall be "stud grade" Douglas Fir-Urch or better when supporting -oat oora than
one floor and a roof.
•"•CT11
MINIMUM CONSTRUCTION SPECIFICATIONS (continued)
I). An A. l.r.C. Certificate of Confomance for glued laninacad Moe«t nenbors Hull b* given to ch* Iuil4in|
iMpoctar prior to erection. >
C. Can*ral Material Specification*
1. Mortar'MiJt. Mortar to b* used for construction of masonry walls, foundation walls, retaining wails shall
consist of I part port land ceoent, J-l/2 parts sand and 1/4 to t/2 part hydraced lino or lino putty. .%>nar
nix with plastic c*o*nt »h«il bo I part plastic CMwnt to J part* land.
2. Crouc Hlx. Th« mix for the grout thall be 1 part port land c«a*nt, 2-1 part* land, 1/10 part hydrated UM
or lino putty, and 2 pan* gravel, Crout ihall attain a nniawi coopr**siv* strength of 1000 pit at H day*
I.'* MaaoMy. Tho naaonry units »hall comply with ASTM Spoc. C90-70. Grade N. for hollow uait coacrata block*.
4. (Uyjrorcing Staal. Tho reinforcing stool u**4 in conitruction of reinforced nuonry or concrete structural
shall bo dosomoa and comply with AST* Spoc. AolS-7«a, Crada 40.
5. Structural Stool. Staoi u*o4 a* structural shape* such at wide flugo lactioiu, channel*, plat**, angla*
, shall comply «iU ASTM Spac. A-56. Pip* coluan* shall coaply with ASTN ipoc. A-S3.i
0. tUxtt'int and >«ath«rproofint
1. Wood Sidi«|. AU"^ood >i4iog shall bo placad o*or aa approvad. waaiharproofUj banrior. (Soc. 1707).
2. Plaahiaf Arouod Opminf*. Evary opaoiai in any axtorior wall taail bo flaakod with ahoot Mtal or watar-
praof building papor. (Soc. 1707(b)).
). toof Covorug. Hoo4 shingle, split shaka. and aaphalt tiingla roof* shall not bo inatallad on a roof having
a pitch of la** than 4 inch** to 12 inch**. Til* roofs shall aot b* installed on a roof having a pitch
of laa* chan I inch** to 12 inch**. Mineral surfaced, built-up roofing shall not bo inatallad on a roof
having a fitch of more chan I inch** co 12 inches. (Tabl* J2-1). (Moco: Soctioa 320S(|) allow* reduced
roof slop** undar special application rotiuiraawata.)
4. Maap scxaod. A wa*p served shall bo provided at or below the foundation platelina for all exterior stud
wall* finished on tho exterior with stucco. Th* icraed shall bo placed a nininun of 4 inch** above grado.
(Soc. 4704(o»
Cenarat
I. AtlAttic Accaa*. Attic axaaa shall b* accessible by an opening aot lea* than.23" x M". Nith a furnace in
Uv* attic, cho opening thall not bo lea* than JO" x. JO". (Sec J20S(a)).
2. Shower Enclosure*. Shower walls auat b* finished to a height of 70 inches above the drain inlet with a
tanoch, hard, nonabaorbtnv surface. (Sec. 1711(d)). GUiing uaed in walla, door* and panels of *bow«r
and bathtub eaclosuros shall bo fully tanporod. laaunatad safety glaas or approved plaatic. (Soc. I711(f)).
3. Electric Mater enclosure. Contact San Olego Gaa « Electric Coapany. Cuatoawr Extension Planning Oeparcawnt
for notor location. All wiring nuat conply with cho National Electrical Code.
4. Fire-warning Systans. Every dwelling unit and every guest roon in a hotel or lodging house used for
sleeping purpose* shall b* provided with sank* detectors conforming to U.I.C. Standard No. 4J-*. In
dualling unit*, detectors shall b* ajountad on the ceiling or wall at a point centrally located in the
corridor or ana giving access co rooaa .used for sleeping purpose*. In an efficiency dwelling unit, hotel
sleeping roon and in hotel suites, the detector shall be centrally locaced on the ceiling of cho nain roon
.or hotel s let ping roon. Mhere sleeping roaais are on an upper level, cho detector shall be placed at the
canter of the ceiling directly above the stairway. All detector* thall bo located in accordance with
approved oanufacturer's instruction*. hV.H. actuated, tno detector tha^l provide an alar* in the dwelling
unit or guest roon, (Soc. 1210(a)). ' •*
. S. ftxic Facilities. Evary sleeping roon below cho fourth story shall have at least on* operabla window or
exterior door approved for eawrgency egress or rescue. Th* unit* thall b* operable fron the inside to
provid* a full clear opening without ch* us* of separate cools. All egresa or rescu* window* fro*
sleeping room shall have a nininun not ctnar opening of S.7 square feec. The nininun not clear opening
height diawasion shall be 24 Inches. Th* nininun not clear opening width dinenaion shall b* 20 inch**.
Hhorn window* are provided a* a noana of egr*a* or r**cuo they shall have a ftniahod sill haight not nor*
than 44 i«ch*a above the floor.\
*. Claa* and Glasing. Gla*» and glating shall satisfy tho provisions of Chapter S4. Federal specifications
shall caxo precedence. See your liasinf contractor.
NOTICE
Theao nininun specifications bacon* part of the approved plans when included with ch* approval of the construction
plana. Canativccio* *nall comply to thoao (pacification* or any nor* reicricciv* ipocificacion* shown on tho approved
pUM-
BENTON ENGINEERING. JNC.
APPLIED SOIL MECHANICS FOUNDATIONS
6741 EL CAJON BOULEVARD
BAN DIEGO, CALIFORNIA »21 IS
PHILIP HENXING BENTON
P3E5IDINT . ClVr. ENCINXgi*December 8, 1964 D.rsa* S33-3SS4.
MIJA. 469-3»94
Paradise Homes, Inc.
Route 1, Box 2550
Encinitas, California
Attention: Mr. Irv Rosron
Subject: Project No. 64-6-18D
Recommendations For Footings
for Soil Conditions on
La Costa Valley Unit Nos, 1 and 2
San Diego County, California
Gentlemen:
It Is concluded from correlating the laboratory test results presented with our "Final Report en
Compacted Filled Ground, La Costa Unit Nos. 1 and 2, San Diego County, California", dated
November 25, 1964, with the visual observations made during grading and in classifying the
soils in exploration borings drilled upon completion of grading that the soils within the upper
three feet on the lots fall within two major categories listed below:
Marginally Expansive
Unit No. 1 -
Lots 47, 43, 49, and 52, 53, 54, 55,
and 56, 60, 72, 73, and 74, 76,
79, 80, and 81, 84 to 89, inclusive,
93, 95, 96, 99, 100, and 101, 106,
103, 109, 110, 111, 127, 128, and
131, Condominium Areas C and D
Unit No. 2 -
Lo!^ 5
Expansive
Unit No. 1 -
Lots 44, 45, 46, 50, 51, 57, 58, end
and 59, 61 to 71, inclusive, 75, 77,
and 73, 82, 83, 90, 91, end 92, 94,
97, 98, 102 to 105, inclusive, 107,
112 to 119, inclusive, 130, 132, end
133, Model Lots 122 to 126, inclusive,
and 129, Condominium Areas A, B, E,
F, H, I, and J.
Unit No. 2 -
Lots 1, 2, 3, and 6
It is concluded from our past experience in areas where soils fall into these two genera! cate-
gories that continuous wall footings should be used throughout and that these should be pierced
at varying depths and reinforced to varying degrees depending upon the volumetric chance
with change in moisture content of fhe supporting soils. Also, if concrete slabs are to be
No. 64-6-18D -2- December 8, 1964
La Costa Valley Unit Mas. 1 and 2
placed on the "expansive" soils, it is recommended moisture tests be token 4 to 5 weeks prior
to pouring concrete to verify that 80 percent saturation of the layers exist, to o depth of 3 feet.
If less moisture exists, then presaturation would be recommended. The reason for this is that
concrete slabs are relatively lightly loaded in comparison to continuous wall footings support-
ing raised wood floors and they are subject to much greater upward movement if the "expansive"
clays go from a relatively dry field condition to near saturation than are the wall Footings that
are placed at greater depths below the finished ground surface. Numerous tests and observa-
tions made to date indicate that the "expansive" soils tend to increase in moisture content with
time, once these are covered and lawn watering, etc. takes place around the perimeter of the
foundation. Houses constructed in the spring when the soils have natural presaturation have
proved to show far less differential movement than houses constructed on air dry soils without
presaturation in the fall of the year.
The following recommendations are made for the two categroies of soils listed previously:
I. Type of Construction of Raised Wood Floors on Continuous Wall Foundations.
A. For Marginally Expansive Soil Conditions
1 . Place footings at minimum depth of one foot.
2. Reinforce with one ^4 steel bar placed at three (3) inches above the bottom
of the continuous wall footings and one $4 steel bar placed at one and one-
half (1 1/2) inches below the top of stem wall of the footing.
3. It is recommended that the steel reinforcement of all interior and exterior con-
tinuous wall footings be lapped 48 diameters and that the reinforcement of the
Interior footings be carried into the exterior walls sufficient distance to de-
velop full strength.
4. Construct craw! holes with continuous reinforcement as shown on page 17 of
the "Minimum Property Requirements fcr properties of one or two Living Units,
Located in the Southern California District" by the Federal Housing Adminis-
tration Revised May 1952 or by some equivalent design.
5. For concrete slabs on ground in the garages; it is recommended that a 4 inch
thickness of sand be placed beneath the concrete slab and that the concrete
slabs be separated by 3/8 inch thickness of construction joint material from
the exterior wall footings. The slabs should also be reinforced with 6"-6" by
mesh.
B. For Expansive Soil Conditions
1 . Place footings at a minimum depth of two feet.
2. Reinforce with one ^5 steel bar placed three inches above the bottom of footing
and one ^5 steel bar placed 1 1/2 inches below the top of stem wall of the footing.
BENTON ENGINEERING. INC.
Project No. 64-6-18D -3- December 8, 1964
La Costa Valley Unit Nos. 1 and 2
3, 4, and 5. Same as for Section A above.
II, Type of Construction oF Concrete Slab Floors on Ground Behveen Continuous V/all Foundations
A. For Marginally Expansive Soil Conditions
1 . Place footings at a minimum depth of one fool".
2. Reinforce v-ith one ^4 steel bar placed at three (3) inches above the bottom
of the continuous wall footings and one ^4 steel bar placed at one and one-
half (1 1/2) inches below ther top of stem wall of the footing.
3. It is recommended that the steel reinforcement of all interior and exterior con-
tinuous wall footings be lapped 48 diameters and that the interior reinforcement
be carried into the exterior v/alls sufficient distance to develop full strength.
4. The concrete slabs on ground Inside the houses should be placed on a minimum
of 4 inches of sand and reinforced with 6"-6" by #10-#10 wire mesh. A water-
proofing seal under, within/ or on top of slab should be provided.
5. Fcr concrete slabs on ground in the garages, it is recommended that a 4 inch
thickness of sand be placed beneath the concrete slab and that the concrete
slabs be separated by 3/8 inch thickness of construction joint material from
the exterior wall footings. The slabs should also be reinforced with 6"-6" by
wire mesh.
B. For Expansive Soil Conditions
1 . Place footings at a minimum depth of one foot.
2. Reinforce with one "5 steel bar placed at three (3) inches above the bottom
of the continuous wall footings and one *5 steel bar placed at one and one-
half (1 1/2) inches below the top of stem wall of the footing.
3. It is recommended that the steel reinforcement of all interior and exterior con-
tinuous wall footings be lapped 48 diameters and that the interior reinforcement
be carried into the exterior v/alls sufficient distance to develop full strength.
4. For concrete slabs on ground for this condition, it is recommended that field
moisture checks be mode to three feet below finished grade to verify 80 per-
cent saturation. If 80 percent saturation is not present, then it is recommended
that water be added by ponding, "rain birds" or any suitable method to in-
crease moisture cs required. After the presaturation moisture content is achieved
within the upper three feat, the soil may be permitted to surface dry so that
equipment may svork on it and then the 4 inch sand layers should be deposited
BENTON ENGINEERING. INC.
Project No. 64-6-1 8D -4- December 8, 1964
La .Cos fa Valley Unit Nos. 1 and 2
within one week. The reinforcing with 6"-6" by "MO-^IO wire mesh and water-
proofing may then be installed to seal the presaturated soils under the concrete
slabs.
5. For concrete slabs on ground in the garages/ it is recommended that a 4 inch
thickness of sand be placed beneath the concrete slab and that the concrete
sfabs be separated by 3/8 inch thickness of construction joint material from
the exterior wall footings. The slabs should also be reinforced with 6"-6" by
^10 wire mesh.
If you should have any questions regarding the above, or if you should desire additional infor
mation , please feel free to contact me.
Very truly yours,
BENTON ENGINEERING, INC.
Philip hi. B^nforC Civil Engineer
PHB/gw
BENTON ENGINEERING. INC.
.-.<aSSt.
February 4, 1985
City of Carlsbad
Building Department
1200 Elm Avenue
Carlsbad, CA 92008
To Whom It May Concern,
This letter is to notify you that Mr Joe Clemensen has been
retained as our general contractor to accomplish remodeling
repairs at my property located at 2029 Caracol, La Costa.
Sincerely,
Dave Hoff