HomeMy WebLinkAbout2805 LA GRAN VIA; ; 85-74; Permit<*0"•
D I hereby affirm that I am licensed under o provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business
and Professions Code, and my license is in
I full force and effect.
tic No _____________ Class
0
0 -
I hereby affirm that I am exempt from the Confrac- 101'S License Law for the following reason (Sec 7031.5
Business and Professions Code: Any city or county which re-
quires a permit to construct, alter, improve, demolish, on
repair any structure, prior to its issuance alsq requires the ap-
plicant for such permit to file a signed statement that he is
licensed pursuant to the provisions Of the Contractor's License Law (Chapter 9 Commencing with Section 7000 of
Division 3 of the Business and Professions Code) or that is ex-
empt therefrom and the basis for the alleged exemption. Any
violation 01 Section 7031.5 by an applicant for a permit sub-
jects the applicant to a Civil penalty of not more than five hun-
dred dollars ($500).
O I, as owner of the property, or my employees with wages
as their sole Compensation, will do the work, and the struc-
ture is not intended or offered for sale (Sec. 7044, Business
.-i and Professions Code: The Contractor's License Law does
S not apply to an owner of property who builds or improves
m thereon and who does such work himself or through his own
employees, provided that such improvements are not intend-
W ed 01 Offered for sale. If, however, the building or improve- Z ment is sold within one year of Completion, the owner-builder -
will have the burden of proving that he did not build or im- o prove for the purpose of sale).
I, as owner of the property, am exclusively contracting
with licensed contractors to Construct the project (Sec. 7044,
Business and Professions Code: The Contractor's License Law does not apply to an owner of properly who builds or im- proves thereon, and who contracts for each projects with a U) Z Contractor(s) license pursuant to the Contractor's License
0
Law).
4 0 As a homeowner lam improving my home, and the follow'
cc ing conditions exist:
t. The work is being performed prior to sale,
I have lived in my home for twelve months
U prior to completion of this work W I have not claimed this exemption during the O last three years.
0 lam exempt under Sec. ___________________ . B & P.C. for this reason
CI i hereby affirm that I have a certificate of consent
to sell insure, or a certificate Of Workers'
Compensation Insurance, or a certified copy thereof
(Sec 3800. Labor Code).
Z POLICY NO
COMPANY
0 Copy is filed with the city Z UJI 0 Certified copy is hereby furnished
CERTIFICATE OF EXEMPTION FROM
WORKERS' COMPENSATION INSURANCE
(This section need not be completed if the permit cc is for one hundred dollars l$1001 or less) UJI
0 I c'rtify that in the performance of the work for
which this permit is issued. I shall not employ any
person in any manner so as to become subject to
the Workers Compensation Laws of California
NOTICE TO APPLICANT If, after making this Cern
ficafe of Exemption. you should become sublect to
the Workers' Compensation provisions of the Labor
Code, you must forthwith Comply with Such
provisions or this permit shall be deemed revoked
r" 0 I hereby affirm that there is a construction
I lending agency for the performance of the work lvi
13 .which this permit is issued (Sec 3097, Civil Code)
UJI Lender's Name
- L Lender's Address
I 11SF Rill PAINT PFN ONlY & PPFSS kARfl APPI WANT TO Fli I IN INFORMATION WITHIN H -.A APJfl flF(I ARATIONS
CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 1200 Elm, Carlsbad, California 92008-1989 (619) 438-5525
.30B ADDRESS AV. ST. RD NEAREST CROSS ST.
8o U\C ___
DATE OF APPL1CATIQN BUSINESS LICENSE # VALUATION
ZONE
PERMIT NUMBER
--T+ - 5 Zi
LOT " BLOCK SUB I VISION ASSESSOR PARCEL NO - o - - o CONTRACTOR GONTRAITRS PHONE a
OWNER'S PHONE OWNER'S NAME
_D I
- CONT ACTOR'S ADDRESS LICENSE NO, PLAN I.D. BLDG USE CODE
OWNER'SMAILINU ADDRESS
DESIGNER LICENSE o STANDARD PLAN #
....
BUILDING SO. FOOTAGE
1 5 C DESCRIPTION OF WORK
DESIGNER'S ADDRESS DESIGNER'S PHONE '-IkJUe'( / flO'f ti
UU1J16977 3/U6/ E'5 330,'
-
Not Valid Unless Machine Certified
-
P/P FLRELEV.
Y N
NO
STORIES
OCCGP EDU
I
CENSUS TRACT GP LAND USE PARKING SPACE BEE UNITS GRADING PERMIT ISSUED
0 0 N
FREDEVELOPMENT
AREA
N
TYPE DCC LOAD FIRE SPR
YO
QTY. PLUMBING PERMIT - ISSUE CITY. MECHANICAL PERMIT - ISSUE .3
-
SUMMARY/ACCOUNT NUMBER
EACH FIXTURE TRAP 3 ,2 INSTALL FURN. DUCTS UP TO 100,000 BTU .2.f' - _ BUILDING PERMIT 01-00-00-8220 I4f3Q, 00
EACH BUILDING SEWER (a, ."D OVER 100,000 BTU - SIGN PERMIT 01-00-00-8221
'1. EACH WATER HEATERrAND/OR VENT .50 BOILER/COMPRESSOR UP TO 3 HP PLAN CHECK . 01'00008806 P,6 0.00
EACH GAS SYSTEM 1 TO 4 OUTLETS , ..57J BOILER/COMPRESSOR 3.15 HP - TOTAL PLUMBING 01-00-00-8222
EACH GAS SYSTEMS OR MORE - - METAL FIREPLACE
- - ELECTRICAL 01-00-00-8223
-
EACH INSTAL., ALTER, REPAIR WATER PIPE
- VENT FAN SINGLE DUCT - MECHANICAL 01-00-00-8224
EACH VACUUM BREAKER ' °5J MECH EXHAUST - HOOD/DUCTS - MOBILEHOME 01-00-00-8225
WA'TER'SOFTNER , RELOCATION OF LA FURNACE/HEATER - MOBILEHOME PARK (NSF
EACH ROOF DRAIN (INSIDE) . - - SOLAR 01-00-00-8226
TOTAL MECHANICAL
TWTA,L PLUMBING I -'4,-Q - STRONG MOTION 80-92-33-0519 t 1
FIRE SPRINKLERS 01-00-00-8227
CITY. ' ELE'CTRI,CAL'PERMIT - ISSUE - -QTY. SOLAR ISSUE I PUBLIC FACILITIES FEE 32-00-00-89 30
BRIDGE FEE
NEW CONST EA AMP/SET!BKR tO-t---s7 OZI5T - COLLECTORS - SCHOOL FEE - DISTRICT
1 PH 3 PH ' ' STORAGE TANKS ,//' Carlsbad 80-92-21-0519
p EiSI'B L'DGEA AMP/SWT/B KR ROCK STORAGE ,/" Encinitas LT K 80-92-22-0519
1 PH * . 3 PH PUMP - San Dieguito L K 80-92-23-0519
/ REMODEL.'ALTER PER CIRCUIT - PLAN CHECK FEE - San Marcos 80-92-24-0519
TEMP POLE. 200'AMPS - -
- OVER 200 AMPS - LICENSE TAX 01-00-00-8162
TEF?H"0CC'UPANCYI30°DAYS( ' - MFF 80-92-57-0519'yy) t jJ17 -
CREDIT DEPOSIT
TOTAL ELECTRICAL - TOTAL SOLAR TOTAL FEES PAYABLE
j
32' I. e1á
HAVE CAREFULLY EXAMINED THE COMPLETED APPLICATION AND PERMIT AND 130 HEREBY Expiration Every theprovisions ofth 0 * AN OSHA PERMIT IS REQUIRED FOR EXCAVATIONS OVER
FliTiry UNDER PENALTY OF, PERiURY I HAT ALI INFORMATION HEREON INCI.UDING THE Code shall expire by-limitation and become bull and void, If the 1I or work 5'0' DEEP AND DEMOLITION OR CONSTRUCTION OF
I
authorized by such Permit is not commenced within 180 days mp
DECLARATIONS ARE TRUE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT l, permit or if the building or work authorized by such m°t suspended STRUCTURES OVER 3 STORIES IN HEIGHT
ISSUED TO COMPLY GOVERNING LATH ALL CITY COUNTY AND STATE LAWS GO ERNING BUILDING CON abandoned at any time after the work is commenced for a period of 100 days STRUCTION, WHETHER SPECIFIED HEREIN OR NOT I ALSO AGREE TO SAVE INDEMNIFY AND
KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES. JUDGMENTS, COSTS AND APPLICANT'S SIGNATURE QWNER 11 CONTRACTOR 0 APPROVED BY DATE
EXPENSE', WHICH MAY IN W W SAY AC RUE AGAINST SAID CITY IN CONSEQUENCE OF THE
PHONE GRANTING OF THIS PERMIT 3_71/; /- \-
TYPE I DATE INSPECTOR
BUILDING
FOUNDATION
REINFORCED STEEL
MASONRY
GUNITE OR GROUT
FLOOR & CEILING SUB FRAME _________
SHEATHING 0 ROOF El SHEAR
FRAME
EXTERIOR LATH
INSULATION I
INTERIOR LATH & DRYWALL \ "
PLUMBING
SEWER AND BL/CO EJPLICO
UNDERGROUND El WASTE El WATER
TOP OUT El WASTE El W+TER
TUB AND SHOWER PAN I
GAS TEST
El WATER HEATER El SOLAR WATER
ELECTRICAL
0 ELECTRIC UNDERGROUND El L!JFFER
ROUGH ELECTRIC I Ø/frr 7' El ELECTRIC SERVICE El TEMPOFARY
El BONDING El POOL
MECHANICAL
El DUCT & PLEM., El REF. PIPIN3
HEAT - AIR COND. SYSTEMS
VENTILATING SYSTEMS
CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE
ITEMS ABOVE HAVE BEEN APPROVED
FINAL
PLUMBING N
ELECTRICAL
MECHANICAL I
GAS
BUILDING
SPECIAL CONDITIONS \
r
25--7f
FIELD INSPECTION RECORD
REQUIRED SPECIAL INSPECTIONS INSPECTORS NOTES
INSPECTION
-
REQ. IF
CHECKED
INSPECTORS
APPROVAL DATE
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP
STRUCTURAL CONCRETE
OVER 2000 PSI
PRESTRESSED
CONCRETE
POST TENSIONED
CONCRETE
FIELD WELDING
HIGH STRENGTH
801.-ISS
SPECIAL MASONRY -
S
PILES CAISSONS
- 5-
/To: ENGINEERING, FIRE, PLANNING, UTILITIES
FINAL INSPECTION NOTICE
Date-
- * / Address Plan #_,r
-
Type of Construction
Person to Contact Ph. No.--!/- 17
rnen t)
Date 7/T /12( Approved
Fire
Prevention Date Approved
Planning
Department Date Approved
Utilities
Department Date Approved
Comments:_________________________
IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL.
To: ENGINEERING, FIRE, PLANNING, UTILITIES
FINAL INSPECTION NOTICE
Date
Address _______________________ Plan #
Type of Construction
Person to Contact ______________ Ph. No '> LOI)
Engineering
Department Date Approved
Fire
Prevention Date
----
Approved
Planning
Department Date Appjgyd
Department Date 7/
Comments:
IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY To FINAL.
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N
ESGIL CORPORATION •.•
9320 CHESAPEAKE DR.. SUITE 208
SAN DIEGO, CA 92123 •
(619)560.1468
DATE: 0 APPLICANT
0 JURISDICT
JURISDICTION: 0 P AN CHECKER
0 FILE COPY
PLAN CHECK NO:___________ 0 UPS o DESIGNER
PROJECT ADDRESS: 44S LJ,s4
El 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 chccic hot are resolved and
checked by building department staff.
0 The plans transmitted herewith have major deficiencies
identified on the enclosed check list and should be corrected
and resubmitted for a complete recheck.
U 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. -.
0 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.
0 Esgil staff did advise applicant that the plan check has
been completed. Person contacted:_________________________
Date contacted: Telephone #____________
REMARKS: AsJO )ffEI fOd)~TI21J7/O?J 4-TT/klb. Z 1NJ,7LC
Ar PROt)ED WTPce PAP I/A) b(i &O ~Di&1i. ') JL1l iC& J%/1/h8J /?
I23s Y'L E 4) 5flJV £4171 AflhL) Pi51 7b LDft1,0tY WITH 1Hn10r1- 4'
BY:A '/iu— EN CL:iflMI/f111fl1
ESGfC. CORPORATION W.ee e irA'ii7ioä,
Form 31584
MINIMUM CONSTRUCTION SPECIFICATIONS
(Ref: USC - 1978 Edition)
Thai. are minimum specifications established by the Uniform Building Code and shall not supersede any more restrictive
specifications shown on the approved plans.
A. Foundation and Underfloor
L. Concrete for footings shall have a minimum compressive strength of 2000 psi at 28 days and shall be composed of 1 part cement s 3 pasts sand, 4 parts of 1" maximum size rock, and not more than 7-1/2 gallons of water per sack of cement.
2. Wood and Earth Separation. Foundations supporting wood shall extend at least 6" above the adjacent finish grade. (Sec. 2907(a)) Provide IS,, clearance under wood joists and 12" clearance under wood girders. (Sec. 2517(c))
S. Concrete Slabs. Slabs on grade shall be at least 3-1/2" thick. (Sec. 2623)
4. Treated Wood. 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 18", or wood girders
or supports closer than 12" to the ground shall be pressure treated wood or foundation grade redwood.
S. Anchor Bolts 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 unreinforced grouted masonry. Bolts shall be spaced not to exceed 6' on center with bolts not over
12" from cut and of sills. (Sec. 2907(e))
Underfloor Vents. Underfloor areas shall be ventilated by openings in foundation walls. Wall openings shall
have a net area of not less than 1-1/2 sq. ft. for each 25 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" nor more than 1/2" in any dimension. (Sec. 2517(c))
Underfloor Access. Underfloor areas shall be provided with a crawl hole not less than 18" a 24". (Sec. 2517(c))
B. Wood Framing
Lumber. All joists, rafters, beams, and posts 2" to 4" thick shall 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. (See items 814 for lumber
grading requirements for studs)
Wall Bracing. Every exterior wood stud wall and main cross partition shall be braced at each end and at least
every 25 fact of length with 1 a 4 diagonal let-in braces or equivalent. (Sec. 2518(1))
Cross Bridging. 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 fact. (Sec. 2506(g))
Provide b1ockingat ends and at supports of floor joistsi end for rafters at exterior walls.
S. Provide blocking at ends and supports of rafters more than 8" in depth.
Provide solid blocking at ridge line and at exterior walls on trussed roofs.
Double Joists. Floor joists shall be doubled under bearing partitions running parallel with the joists.
I. Rafter Purlin braces to be not less than 45 to the horizontal. (sec. 2518(h))
(Sec. 2518(d)(5).
Rafter lies. Rafter ties shall be spaced not more than 4 feet on center where rafters and ceiling Joists are
not parallel.:
Provide 1/2" ajni.uz clearance between top pl.te of interior partitions and bottom chord of trusses.
Provide double top plate with minimum 48" 1p splice. (Sec. 2518(g))
Nailing will be in compliance with Table 25-P.
Fire blocking shall be provided for walls over 101 -0" in height. (Sec. 2517(fl). also for horizontal shafts 10'-0"
o.c., and for concealed draft opening.
Studs. In on.. or two-story building', studs for exterior walls and interior bearing walls shall be not less than
2x 4 at 16" o.c. Studs for interior nonbearing partitions may be c 3 at 16 o.c. Studs 2" - 4" thick and 2" - 4"
wide and not more than 8 feet long shall be "stud grade" Douglas Fir-Larch or better when supporting not sass than
One floor and a roof.
(Sheet I 01 2)
M1N1M24 CONSTRUCTION SPECIFICATIONS (continued)
IS. An .4.I.T.C. Certificate of Conformance for glued laminated wood members shall be given to the Building
Inspector prior to erection.
C. General Material Specifications
I. Mortar Mi.t. Mortar to be used for construction of masonry walls, foundation walls, retaining walls shall
consist of I part portland cement. 3.1/2 parts sand and 1/4 to 1/2 part hydrated lime or lime putty. Mortar
mix with plastic cement shall be I part plastic cement to 3 parts sand.
Grout Mix. The mix for the grout shall be I part portland cement, 2-3 parts sand, 1/10 part hydrated lime
or lime putty, and 2 parts gravel. Grout shall attain a minimum compressive strength of 2000 psi at 23 days
Masonry. The masonry units shall comply with AM Spec; C90-70, Grade N, for hollow unit concrete blocks.
Reitorcing Steel. The reinforcing steoL used in construction of reinforced masonry, or. concrete structures
shall be deformec and comply with ASTh Spec. A615-74a, Grad. 40.
S. Scructuril Steel. Steel used as structural shapes such as wide flange sections, channels, plates, angles
shall comply with ASTh Spec. A-36. Pipe columns shall comply with ASTN Spec. 1-53.
0. Roofing and Weatherproofing
Wood Siding. All wood siding shall be placed over an approved. weatherproofing barrier. (Sec. 1707).
Flashing Around Openings. Every opening in any exterior wall shall be flashed with sheet metal or water-
proof building paper. (Sec. 1707(b)).
goof Covering. Wood shingle, split shake, and asphalt minglet 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 shall not be installed on a cool
having a pitch of more than 3 inches to 12 inches. (Table 32-9). (Note: Section 3203(g) allows reduced
roof slopes under special application requirements.)
Weep screed. A weep screed shall be provided at or below the foundation plateline for all exterior stud
walls finished on the exterior with stucco. The scisud shall be placed a minimum of 4 inches ahoy. grade.
(Sec. 4706(.))
E. General
1.. Attic Access. Attic areas shall be accessible by an opening not less than.22" x 30". With a furnace in
the attic, the opening shall not be less than 30" x.30". (Sec 3205(a)).
Shower Enclosures. Shower walls mast be finished to a height of 70 inches above the drain inlet with a
smooth, hard. nonabsorb.nç surface. (Sec. 1711(d)). Glazing used in walls, doors and panels of shower
and bathtub enclosures shall be fully tempered, laminated safety glass or approved plastic. (Sec. 1711(1)).
Electric Meter Enclosure. Contact San Diego Gas t Electric Company. Customer Extension Planning Department,
for meter location. All wiring must comply with the National Electrical Code.
Fire-warning Systems. Every dwelling unit and every guest zoom in a hotel or lodging house used for
sleeping purposes shall be provided with smoke detectors conforming to U.B.C. Standard No. 43-6. In
dwelling units, detectors shall be mounted on the ceiling or wall at a point centrally located In the
corridor or area giving access to rooms used for sleeping purposes. In an efficiency dwelling unit, hotel
steeping roocg and in hotel suites, the detector shall be centrally located on the coiling of the main room
or hotel sle&ping room. When, steeping rooms 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. When actuated, the detector shall provide an alarm in the dwelling
unit or guest room. (Sec. 1210(a)). -
S. 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 char opening of 5.7 square feet. The minimum not clear opening
height dimension shall be 24 inches. The minimum net clear opening width dimension shall be 20 inches.
Where windows are provided as a means of egress or rescue they shall have a finished sill height not more
than 44 inches above the floor.
6. Glass and Glazing. Glass and glazing shall satisfy the provisions of chapter $4. Federal specifications
shall take precedence. See your glazinj contractor.
NOTICE
These minimum specifications become part of the approved plans when included with the approval of the construction
plans. Construction shall comply to these specifications or any .ore restrictive specifications shown on the approved
plans.
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Anchored Veneer
See. 30.104. (a) Masonry and Stone [Jails IS Inches Maximum in Thickness).
Masonry and stone veneer not exceeding S inches in thickness may be anchored
directly to structural masonry, concrete or studs in one of the following manners:
I. Anchor ties shall be corrosion-resistant, and if made of sheet metal, shall hase a
minimum size of No. 22 gage by I inch or, if of ssirc, shall be a minimum of No. 9
gage. Anchor ties shall be spaced so as to support not more than 2 square feet of wall
area but not more than 24 inches on center horizontally. In Seismic Zones No. 3 and
No. 4 anchor ties shall he provided to horizontal joint reinforcement wire of No. 9
gage or equivalent. The joint reinforcement shall he continuous with butt splices be.
tsscen ties permitted.
When applied over stud construction, the studs shall he spaced a maximum of 16
inches on centers and approved paper shall First he applied over the sheathing or
sires between studs except as otherwise provided in Section 1707 of the Uniform
Building Code, and mortar shall be slushed into the I-inch space between facing and
paper.
As an alternate, an air space of at least I inch may be maintained between the
tacking and the veneer in which case temporary spot bedding may be used away
from the ties to align the veneer. Spot bedding at the ties shall be of cement mortar
entirely surrounding the ties.
2. Veneer may be applied with 1-inch-minimum grouted backing space which is
reinforced by not less than 2-inch by 2-inch No. 16 gage galvanized wire mesh placed
over waterproof paper backing and anchored directly to stud construction.
The stud spacing shall not exceed 16 inches on center. The galvanized wire mesh
shall be anchored to wood studs by galvanized steel wire furring nails at 4 inches on
tenter or by barbed galvanized nails at 6 inches on center with a lY,-inch minimum
penetration. The galvanized wire mesh may be attached to steel studs by equivalent
sire ties. If this method is applied over solid sheathing the mesh must be furred for
embedment in grout. The wire mesh must be attached at the top and bottom with
not less than 8-penny common wire nails. The grout fill shall be placed to fill the
space intimately around the mesh and veneer lacing.
(b) Stone Units (10 Inches Maximum in Thickness). Stone veneer units not cx.
1vding 10 inches in thickness may be anchored directly to structural masonry, con
cretC or to studs:
I. With concrete or masonry backing. Anchor ties shall be not less than No. 12
gage galvanized wire, or approved equal, formed as an exposed eye and extending
not less than ½ inch beyond the face of the backing. The legs of the loops shall be
not less than 6 inches in length bent at right angles and laid in the masonry mortar
joint and spaced so that the eyes or loops are 12 inches maximum on center in both
directions. There shall be provided not less than a No. 12 gage galvanized wire tie, or
approved equal, threaded through the exposed loops for every 2 square feet of stone
veneer. This tie shall be a loop having legs not less than IS inches in length so bent
that it will lie in the stone veneer mortar joint. The last 2 inches of each wire leg shall
have a right angle bend. One inch of cement grout shall be placed between the back-
ing and the stone veneer.
2. With stud backing. A 2-inch by 2-inch No. 16 gage galvanized wire mesh with
two layers of waterproof paper backing shall be applied directly to wood studs
spaced a maximum of 16 inches on center. On studs the mesh shall be attached with
2- inch-long galvanized steel wire furring nails at 4 inches on center providing a
minimum I 'Is-inch penetration into each stud and with 8-penny common nails at 8
inches on center into top and bottom plates. The galvanized wire mesh may be at-
tached to steel studs with equivalent wire ties. There shall be not less than a No. 12
gage galvanized wire, or approved equal, looped through the mesh for every 2
square feet of stone veneer. This tie shall be a loop having legs not less than IS inches
in length, so bent that it will lie in the stone veneer mortar joint.
The last 2 inches of each wire leg shall have a right angle bend. One-inch minimum
thickness of cement grout shall he placed between the backing and the stone veneer.
ESGIL CORPORATION
9320 CHESAPEAKE DR.. SUITE 208
SAN DIEGO. CA 92123
(619) 560-1468
DATE: /c./9.c 0 APPLICANT
'URISDICTION
JURISDICTION: 64VQ5e 0 PLAN CHECKER
O FILE COPY
PLAN CHECK NO: 0 UPS o DESIGNER
PROJECT ADDRESS: LA vu!-
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.
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:
Esgil staff didnot advise the applicant contact person that
plan check has been completed.
U Esgil staff did advise applicant that the plan check has
been completed. Person contacted:________________________
Date contacted:Telephone #_____________
REMARKS:
BY: ENC L:
ESGIL CORPORATION
tiA)? UIsraIcrIaJ
Form 31584
ai Bs-74-
0 APPLICANT COPY
0 CITY COPY
O Pt.i CHECKER COPY
(it" of (ar[bi7b / Submit fully dimensioned plot plan drawn
to scale showing Location siz., and us. 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 corners. Sec. 302(b)7.
JURISDICTION: CLBAt) DATE 2-i!5 -0T_
PROJECT ADDRESS: LA 6?MJ t/!I
TO:
Indicate distance from center-line of street or alley to property tin, and distance from
curb to property tine. Sec. 302(b)7
Plans, specifications and calculations shall
be signed by a California State licensed
engineer or architect. (California
Business and Professions Cod.)
B. FtRn PROTECTION
PlANCOR1ECTION SHEET
SINCLE PANrLY AND DUPlEXDWELLINGS
Plan Check No. _74
Date plans received by jurisdiction
Date plans received by plan checker 2-S
Date initial plan check completed. 2-S-C y..L
FOREWORD: PLEASE READ TeL (619) 604461)
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
Departmen;. 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. Per Sec. 303 (c), 1979 Uniform Building Code.
the approval of the plans does not permit the
violation of any state, county or city law.
34. Walls 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 exceeds
1.000 square feet on any floor. (Table 5-A
Sec. 1709(a)
4. Projections, including eaves may not extend
/ more than 12 inches into the 3 foot setback
from the property line. Sec. 1710 and Sec. 904(b)
Projections, including eaves, shall be one- hour fire-resistive construction, heavy
timber or of non-combustible material if
they project into the V setback area from the property line. Sec. 1710
Show location of permanently wired smoke 7 detector. Sec. 1210
C. ROOM SIZES, LICE?, VENTILATIONS AND CLAZINC
Ono room must contain a minimum of 150 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)
I. Window area must te at least 1/10 of the floor area and a minimum of 10 square feet per Sec. 1207(a). Appears to be deficient in
(i) Open able window area must be 1/20 of the rhrJJj),,J,tJ. floor area and a minimum of S square feet.;
In bathrooms, laundry rooms and similar tiiT V2 OF
rooms. Minim u is 1.3 sq.ft. (Ssc.1205(a) W.4l.L- PgTvJ,J /1/TI /LIT iE/ )tE/•J U'tic.7t 29 One-half of all required window area must be openable in A',rmw - ',W 7kr -,fi)c.A1
lIJ,thui ; Pc-,p-ijt -r 4th
/ ,Jsm-a Cle S19w Lb/VDjw 'Iz. Provide mechanical ventilation capable of I providing five sir changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required windows are not provided. Sec. 1203(a)
No habitable room, other than a kitchen, / shall be less than 70 in any dimension.
Sec. 1207(c)
-
63. Show that ceiling height for habLtab1
rooms is a •lfliaua of 7. Sec. 17(a) Uoia t.aI ?(j3s11.5 - nsuU/ D1&2&JSiu&JJ ShOuiU A2Er £ C.EILIAJ6 AT a47M2On1S thuD vAdL-Teb Roor 4tIriJu A*O P4A £' rborr
PLANS
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:(4L4o F1J1Lbi*i/- cP,/r,7A1r
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.
/ Indicate on plans the name of the legal
owner and name of person responsible for
the preparation of the plans. Sec. 302(b)
34. Show ceiling height for Laundry rooms,
hallways, corridors, and bathrooms is a
minimum of 7'0'. Sec. 1207(a)
3/. Provide 30" clear width for water closet
compartments and 24' clearance in front
of water closet. Sec. 1711(b)
3). No cooking room shall be used for sleeping
purposes, unless complying as an efficiency
living 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)
6, Sleeping rooms shall have a window or
exterior door for emergency exit. Sill
height shall not exceed 44" above the floor.
The window must have an openable area of
at least 5.7 square feet with the minimum
openable width 20" and the minimum openable
height 24". Sec. 1204 bIMEIU.5IQAJDAJ Put&1 P(imiT
/ £ VflOaJ YD z1e&e4iui -.
)9. 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 and
may not have a floor area exceeding 33 1/3
percent of the total floor area in the room
below, and the mezzanine floor must have
a clear height of 7 feet, above and below, and
must have 651 of the long side open to the
room below.
71. The loft you show does not comply as a
mezzanine floor and is. by Building Code
definition, a story______________________
D. EXITS, STAIRWAYS, AND RAILINGS
Floors above the second story shall have
not less than 2 exits. Sec. 3302(a)
4J. Required exit doorways shall be not less
f 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 36" high protective railing for
porches, balconies, and open sides of landings.
Maximum opening between railings shall be
less than 9". Sec. 1716
4J. Show how guardrail connection details are
/ adequate to support 20 pounds per lineal
foot at a right angle to the top rail.
Table 23-B
Provide stairway and landing details.
Sec. 3305(b) & (c)
Maximum rise 8" and minimum run is 9.
Minimum head room is 6'-6".
Minimum width is 30".
Handrails shall satisfy the following:
Provide handrail for stairways over 30"
high when serving a single dwelling.
Title 24, Sec. T25-22(b)
Handrail shall be 30 to 34" above the
nosing of treads. Sec. 3305(j)
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 1 1/4" nor more than
2" 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, to
less than one-half the required width of
the stairway. Sec. 3305(g)
4. A door may open inward at the top step of
a stairway provided the top step is not
more than 7 1/2" lower than the floor level.
Sec. 3303(i)2
Provide details of winding stairway.
Minimum tread is 6 inches at any point
and minimum 9 inches at a point 12 inches
from the side of the stairway.
Maximum rise is 9 inches.
C. Minimum width is 30 inches. Sec. 3305(d)
(see attached)
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)
4. Sprial stairways may not be used for required
exits when the area served is greater than
400 sq. ft. Sec. 3305(f)
Spiral stairways must have a clear walking
space of 26 inches between the column and
handrail. Sec. 3305(f)
54. Provide I.C.B.O. 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 shall
be done under special inspection per the
approved fabrication plans. Sec. 306(a)48
and Sec. 306(f)
4. 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 exempt. Sec. 3305
Exterior stairways shall not project into
/ the 3 foot setback from the property lines.
Sec. 3305(n)
The walls and soffits of the enclosed .iseable
so ace under interior stairs shall be protected
on the enclosed side as required for one-hour
fire-resistive construction. Sec. 3305(m)
Minimum construction specifications shall
be made a part of the approved plans.
(See attached)
Show I 3/8" solid core self-closjnq door
' for openings between garage and dwelling.
/ Sec. 503(d)
l73. Garages are not permitted to open into
17a room used for sleeping purposes. Sec. 1104
I// Openings between carport and residence
require self-closing doors and stationary
windows. Sec. 1214
H. ROOFING LI'S. Show garage framing section, size of header
Specify roof pitch. over garage opening, lateral cross bracing
at plate line and method of bracing garage
Roof pitch is not adequate for roof type - front. Chapter 23 / specified. Specify minimum pitch of NOTE: Minimum plywood diaphragm ratio is
3 1/2 to 1 or 2'8". Table 24-1
,7. Specify roof material and application. 1/6. Doors between dwellings and attached garages
may swing in either direction provided
Specify t.C.S.0. approval number for roof the difference in floor elevation between
materials not covered in UBC. Ae TaLE the dwelling and garage does not exceed
71. Specify roof slope for drainage or design 7 1/2 inches and provided the door is not
I to support accumulated water. Sec. 3207(a) used as the primary means of egress from
the building. 71 Show roof drains and overflows. Sec. 3207(a) If the difference in floor elevation exceeds 41: Provide skylight details to show compliance 7 1/2 inches, or if the door is used as / with Sections 3401 and 5207 or provide ICBO the primary means of egress from the building,
approval number, additional steps or landing must be provided
in accordance with stairway requirements,
7/. Provide plastic roof panel details to show and the door must not swing over the depressed
/ compliance with Section 5206 or provide level. (see 3303(i)2 and 3305 (g).
74.
ICBO number.
Show attic ventilation. Minimum vent area
191: Provide 18" raised platforms for any
water heater, or any other device which / is 1/150 of attic area or 1/300 of attice may generate a flame or spark.
area if at least 50% of the required vent (. Note that continuous fire wall protection is at least 3 feet above ceiling joists. '" shall be installed behind raised platform(s) Sec. 3205(c) prior to framing platform.
H. MASONRY H. FOUNDATION REQUIREMENTS
8/. / Provide' fireplace construction details or V9. Note on plans that"A soils engineer shall
note construction to be per attached fireplace evaluate any unanticipated uncompacted fill
standard drawing. Sec. 3707 or expansive soil or other soil problems
Show veneer support and connections comply i6.
disclosed during construction". Sec.306(a)12.
with Sec. 3002. 4.5.6, and Sec. 2516(a) /
Submit soils classification determination
by a licensed engineer or architect based regarding ties and 09 wire in horizontal on observation, tests, borings, or excavations, joints or note construction to be per attached and containing comments on the degree of sheets 30-1. or 30-2. expansiveness, compressibility and bearing
value. Sec. 2905 '1. Show height and construction details of
all masonry walls. Chapter 24 IlL. Note on the plan the soils classification.
81. / Note that cleanout openings shall beprovided
I whether or not the soil is expansive, and
note the allowable bearing value. Sec. 2905 at the bottom of all cells to be grout filled
4' in T he foundation plan does not comply with over a single pour. Cleanout shall
be sealed before grouting, after inspection, the soil report recommendation for this
Sec. 2415 project .5itu 24"b-n) -
94.'. / Show floor and roof Connections to masonry (0 VE;Quteu)
walls. Connection shall resist 200 pounds Y o'6'OrT1cJ b u/P 42ffLaE. per lineal foot or the actual design load,
whichever is greater. Sec. 2310 L A. . Provide notes on the foundation plan listing 1.
' the soils report recommendations for foundations.
/ Provide material specifications for mortar, slab and building pad preparation. grout, masonry and reinforcing steel. 14. Sec. 2403 Note on the foundation plan that "Prior
9. Show how masonry house walls retaining earth to the Contractor requesting a Building
Department foundation inspection, the are to be waterproofed. Provide detail,
Note that special inspection of the masonry
soils engineer shall advise the Building
Official in writing that: 7'. will be required for . I. the building pad was prepared in accor-
dance with the soils report:
C. GARAGE AND CARPORTS the utility trenches have been properly
backfilled and compacted, and: Garage requires one-hour fire protection the foundation excavations, forming on the garage side of walls and ceilings and reinforcement comply with the soils common to the dwelling. Table 5-8 Sec. 503(b)
&J01L: ALLW#(LL pwv " 1L,iLLLF?.J&. report and approved plan."
I7S .All elements supporting froor above garage
to have one-hour fire-resistive protection 12.4. Provide spread footings for concentrated
on the garage side. Sec. 503. Beams and I loads designed for 1,000 PSF soil bearing
posts, not within the wall or ceiling con- or per bearing value as determined by
struction, must comply with UBC, Table 43-A, an engineer or architect. Chapter 29
or be minimum 6 dimension beam and minimum
8" by 8" post.
Show height of all foundation wails. Chapter 23
1/f. Show height of retained earth on all foundation
walls. Chapter 23
34's. Show distance of foundation to edge of
cut or fill slopes and show steepness and
/ heights of cuts and fills. Chapter 29
1/9. 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 ey elevations. Sec. 2905LJ)h'U4TO.')lUi?
13L. Di.mensi.on foundat..ori per Table 29A.
TABLE NO. 29.A—FOUNDATIONS FOR STUD BEARING
WALLS—MINIMUM REQUIREMENTS
DEPTH OF
FOUNDATION
WIDTH THICKNESS BELOW
NUMBER THICKNESS OF OF OF NATURAL OF FOUNDATION WALL FOOTING FOOTING SURFACE
STORIES (Inches) (Inches) (Inches) OF GROUND
AND FINISH
CONCRETE UNIT MASONRY GRADE
(inches)
1 6 6 12 6 12
2 8 8 13 7 18
3 10 10 18 8 24
NOTES:
Where unusual conditions or frost conditions are found. (OOtUa51 and foundations shall be as required in Section 2907 (a).
The ground under the Door may be excavated to the elevation of the top of the footing.
/2. Show foundation sills to be pressure treated.
/ or equal. Sec. 2517(c) 3.
1/3. Show foundation bolt size and spacing.
Sec. 2907(e)
1/s. Specify size. ICBO number and manufacturer
of power driven pins. Show edge and end
/ distance and spacing. Sec 306(f)
1/5. Show size, imbedmertt and location of hold
down anchors on foundation plan. Sec. 2312(f)
17k. 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
I than 1:10. Sec. 2907(c)
i4. Show minimum 18" clearance from grade to
7 bottom of floor joists and minimum 12"
clearance to bottom of girders. Sec. 2517
I/()- Show pier size, spacing and depth into
undisturbed soil. Table 29-A
I7L Show minimum under floor access of 18"x 24".
Sec. 2517
yd. 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
I. 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. I Grade Douglas
Fir-Larch or better. (Table 25-A-I)
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. 2518(g)5
itIO&JE ?#8UMJ fi/)svT &4D87_11( ifLw4To.flI,
1 '. Note cross bridging or blocking. Floor
/ joists and rafters more than 12" in depth
and spanning more than 9 feet shall be
supported laterally by bridging at intervals
not exceeding 8 feet. Sec. 2506(g)
Show blocking at ends and at supports
/ of floor joists, and for rafters at exterior
walls. Sec. 2506(g)
1/4. Show solid blocking at ridge line and
at exterior walls on trussed roofs.
Sec. 2506(g)
1p4. Show double joists. Floor joists shall
/ be doubled under bearing partitions running
parallel with the joists. Sec. 2518(d) 5
10. Show rafter ties. Rafter ties shall be
/ spaced not more than 4 feet on center
where rafters and ceiling joists are not
parallel. Sec. 2518(h)
/7. Show rafter purlin braces to be not less
than 45 degrees to the horizontal.
Sec. 2518(h)
Show 1/2 minimum clearance between top
( plate of interior partitions and bottom
chord of trusses. (To ensure loading
will be as designed.)
0. Show double top plate with minimum 49"
lap splice. Sec. 2519)g)4
i/o. Show nailing will be in compliance with
Table 25-P.
Provide fire stops between stories, between
top story and roof space, at ceilings
and floor levels jo_i and exterior
yA_k.1s, in mansard roof or eyebrow so .n. concealed or furred space is greater than
10' horizontally or 1y, 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 usingrneta1
of ~Rusti es Ele lie itoI and
at other places that could afford passage
of flame. Sec. 2517(f)
/2. Show stud size and spacing. Maximum allow-
able stud heights: 2"x4"9 16" is 14';
3"x4"&2"X6"8 16'o.c. is 20'. Sec. 2518(g)2
1/3. 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 Pa r3tTts,
17g. Specify nail size and spacing for all
shear walls, floor and roof diaphragms.
Indicate required blocking. Maintain
maximum diaphragm dimension ratios.
(Tables l,J,K).
4/6. Show 3"x4" or 2"x6" studs in first story
of three story building. Sec. 2518(f)
17. Provide truss details and truss calculations.
i/a. Provide roof framing plan. Sec. 302(a)7
Provide framing sections through R09sit ZLAiV JIcY
toi'o t.inrh' 7PLt' iio "j )b,JO c/ ,4e r°
Section 302(a) 7
Specify all header sizes for opening over
V wide. Sec. 2518(g) 7
i/I. 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. 2517(c)4
l. Show location of attic access with minimum
/ , size 22° x 30". Sac. 3205
1/4. Show draft separation for attic areas
in excess of 3,000 sq.ft. Sec. 3205
l4. Show draft separation. for space between
/ dropped ceilings and floor above in excess
of 1,000 sq.ft. Sec. 2517
Specify plywood grade and panel indenti-
fication index. labia 25-J
10. When roof pitch is less than 3:12, design
ridge as a beam. Sac. 2518 (h)
118. Wood she walls shall not be used to / resist horizontal forces contributed by
masonry in buildings over one story in
height. Sec. 2516(b)
l9. Gypsum lath and plaster, gypsum sheathing f board and gypsum wallboard shall not be
used in vertical diaphragms to resist
forces imposed by masonry or concrete
construction. Table 47-I
i,Io. If cripple wall studs are less than 14',
framing shall be solid blocking. Sec.2518(g)6
I,II. 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. 2518(g)6
Show plywood sheathing over exposed eaves,
or other weather exposed areas, is exterior
grade. Sec. 2517(g) 3
1,13. 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
/6. Show corridor width to be minimum 36".
Sec. 3304(b)
3/7. Specify truss layout for 30' x 30" attic
access.
1,9'8. Ridges, hips, and valleys shall be at
/ least one size larger than supported
rafters. Sec. 2518(h) 3
1/9. Provide metal straps across ridge beam
f and rafters.
J. MECHANICAL
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
Mechanical Code.
Show the size, location and type of all
heating and cooling appliances or systems.
Show source of combustion air for furnace
will cgmpiy with Chaper 6, J.M.C.CL,i2,f? 2iIJQsti
j 1q, TNOLlC.,I4 I- 140C Li 272. Every dwelling unit shanme provaed 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
2/3. Show minimum 30" deep unobstructed working
space in front of furnace.
Note on plans,clearances to be per manufac-
turers listing. Sec. 704 UMC/2 c:i 13 Li.
27'5. Furnace shall not be installed under any
stairway. Sec. 704 UMC
2. Furnace shall not be installed in any
bedroom, bathroom, closet, or in confined
space with access only through such room,
unless specified as direct vent appliance,
enclosed furnace or electric heating appliance.
Sec. 704 UMC
2/7. Show IC3O approval for prefab fireplace
/ and provide approved installation instructions
at job Site.
204. Show access to the attic or under floor
/ furnace to be minimum 30 inches by 30
inches. Sec. 708 £ 709 UMC
2q9. Note that passageway to the attic furnace
/ shall be unobstructed and have continuous
solid flooring not less than 24 inches
wide. Sec 708 UMC
2/0. Show permanent electrical outlet and
lighting fixture controlled by a switch
for the attic furnace. Sec. 708 CMC
21"l. Show details to comply with Section 09 / for furnace under the floor, Section 708
for attic furnace, or Section 710 for
roof or outside furnace.
Note on plan, gas vents and non-combustible
piping passing through three floors or
less shall be effectively draft stopped
at each floor or ceiling, (JBC Sec. 1706(a)6
K. ELECTRICAL (National Electrical Code)
All wiring shall comply with the National Electrical
Code.
2/21. Note on the plan the amperage of electrical
service.
212. If the electrical installation is more / than 200 amperes, show panel location
and provide a single line diagram and
load calculations including:
Wiring method employed.
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.
a. Provide typical panel schedule(s).
Dwellings require minimum 100 amp service.
e
4 Show location of all electrical receptacles.
21 Electrical receptacle locations and/or
spacing is not adequate in
316. At least one receptacle shall be installed
outdoors, in basements and attached garages,
other than laundry outlets. Art. 210-25(b)
0227- Show minimum duelling lighting (NEC\ - Ar JA(/
Art. 210-26(a) and GFT'S in garage, baths Ptn,J5-
and outdoors. NEC Art. 210-8(a). g,q1, g
Note "UFER" ground to be provided (NEC).
/ Art. 250-81
aii- PaLA C2IJ4?Iff b,fl 4e1/.4 1z3
LiTDd iLii L.t1'.
L. PLUMBING (Uniform Plumbing Code)
All plumbing shall comply with the 13nifr0m
Plumbing Code.
Show water heater size, type and
location on plans. fr iiuP ,Üyi 5M'1sj
2/7. Show method of providing combustion air
to fuel burning water heater. Sec. 1307
218. Fuel combustion water heater shall not be
installed in bath or bedroom or in a closet
opening into bath or bedroom. Sec. 1309
2/9. Provide adequate barrier to protect water
heater from vehicle damage. Sec. 13'10
2Ø6. Show I. and P valve on water heater and
show route of discharge line to exterior
Sec. 1007(e)
2,12. 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
214. Shower stall shall accomodate a 30"circla
I and have a minimum floor area of 900 sq.in. UPC 909(d)
NOISE z4sutAro (0UtEXESI
Show Ist3&13 of duplex :aomon party watts
and !ioor. :siLinc7 issumolies to acnidve
a Sound 7 3n3MLSSI0n a.s ?5( racing
in .mIi Ot hi IeCL13h1 and at reDact
tnouiicicn .:iass I(Zi.) rcinq on etaur.
ceiling of 50 JeciLu. title 25
1. Show now penetration of aisesatles for
piping. oloczz.cal. devices. recessed C3b1slecs.
batfltubs. soff.ts, or heating ven.iflq.
Or esnaust ducts Shall be sealed. lined.
or insulated to maintain required sound
transmission rating ?itt• 25
Provide insulation in weltS and c.mtiflg
to acnieve src of SO between garage and
linger.. if gangs use is not controlled
by resident Title 25.
a. £9I!RCY CCISERVAT!ON: Pleame Read
New State Mandated Regulations
(Calif. Admin. Cod.) became effective .June 16. 1983 and require that the design satisfy ons, of the alternative YXLDI)/LE - energy packages se, attached package. tIir,cj A. B. C. 1, 2. 3. 4 and AS 163). The c law also requires that many mandatory conswrvation items be satisfied. L,qIL Ffd?Tioa1J is in Zone______ O4 &TE lmflVl Copies of the Residential Energy
1L Conservation Manual may be obtained
013 from: Publications Unit. California
/ Energy Commission, 1111 Howe Ave. MS-SO. Sacramento, California 95825, (Tel. (916) 920-6216)). California Building
Officials also maintain a telephone
*hotline* between 10:00 A.M. and Noon and 1:00 P.M. to 4:00 P.M. at (916) 456-3823.
2$. Show on the title sheet of the plan.,
/ the alternative energy package that was selected i.e. A, B. C. 1. 2. 3. 4, or AS 163 to show compliance. and provide calculations and other data,
appropriate to that selected package.
313. The responsible designer should sign a statement, on the clan title sheet. 'The design submitted substantially
conforms to the Energy Regulation.
/ for Residential Buildings'.
2/4. Show the R value for th, wells and ceiling and related area..
Note that the insulation used shall Comply with California Quality Standards.
2,/6. Note the insulation installer shall post a signed certificate, in a conspicious
place in the building, stating the insulation complies with Title 24. Chapter 2-53 and Title 20, Chapter 2, Subchapter 4, Article 3.
374. Note doors and windows, including skylights.
between conditioned and non-conditioned space 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 locations: Exterior joints around windows and door frames: between wall sole plates and floors. and &e..twwen exterior wail panels;
penetrations in walls, ceilings, and
floors for plumbing, electricity, and gas lines; openings in attic floor,:
and all Other openings in the building
envelop-1.
274. Note that doors and window, to be certified / and Isoeled as complying with the Energy Regulations.
Not, fans exhausting air to have back
draft dampers.
Note at the exterior wall fireplace
'Fir.olace to have minimum six square
inches of outside air: to have qLaae 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 inmng
1ight'.
2,12. Note ducts shall comply with Chapter 10. 1976 (iNC and shall be tightly sealed
with mastic or tape. 2,13. Note at the water heater location
heater to have wrap of R-12 external
insulation'.
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 less than 25 lumens per watt
i.e. floreaçent. PLIDELxJT rik7Lik& 4k5)6i4JI.J I#1 7h.cwTh5 2ftB. Note that heating or cooling systems ' (eeoopt-1%eaa_-puape3-.sha 11 have an automatic'
thermostat with mechanism which can be manually programmed to automatically
set back the thermostat set points for at least two periods within 24 hours.
J. Show the size, type and location of
the space heating (or cooling) syst and provide energy calculations if the oututStU/Mr.exsm.da IS .000 R?tl/Nr
2 OUtOUt. 0. Show mks and model for PAD and water heater are on State approved list.
Outdoor poets VLtft fo.siL fuel heaters
require pool covers as well as otner energy
saving device. *ucn as ta,ae icc*s. etc. .20-L406
0. MISCELLANEOUS
311. Show a minimum 2' air spacg and, flashing
between planter and building walls.
Sec. 2517(e)
d'2. Specify material to be used under the
shower tile. Sec. 1707(a)
Specify lath and plaster to comply with
Chapter 47, USC.
304. Two 3/4' copper pipes must be installed
from water hearer Location to convenient
location of future solar panels (City Ord.)
Provide sleeves (roof jacks) in roof for
two future 3/4' copper pipes to cunvenient
location of future solar panels (City Ord.)
Note that solar water piping is to be insulated
in areas that are .or heated or cooled.
(City Ord.)
o Building plans are substantially correct
and complete.
By
Date:
rj Building plans would be substantially correct
and complete is minor corrections are mede at counter.
By:
Date:
TJ Building plans require major corrections and
complete plan recheck, by plan check engineer, is required.
By: Y i4uJi 1],TL
Date:
If you have any questions regarding
this plan check, please call _'RJi
at
We would also be pleased to meet with you, at no charge, if additional assistance is needed.
TABLE 2-1. ALTERNATIVE COMPONENT PACKAGES FOR CLIMATE ZONE 7
Package
Component A B C
BUILDING ENVELOPE
Insulation Minimums
Ceiling R 19 R 30 R 19
wall' R 1(R 2.5) R 1 (R 2.5) R 1(R 2.5)
Slab Floor Perimeter no req'ment it 7 no req'ment
Raised Floor R 11 B. 11 a ii
Glazing
Maximum U-Value 1.10 0.65 1.10
Maximum Total Area no req'ment 14.0% 14.0%
Maximum Total Non-South
Facing Area 9.6% no req'ment no req'ment
Minimum South Facing
Area 6.4% 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 wl any or solar w/ any gas backup
type of backup type of backup heat
heat heat
I. 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 meet the above thermal mass requirement.
2. .hcre natural gas is not available, zonally controlled electric resis-
tance or radiant heating systems may be used.
1\1
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STATE OF CALIFORNIA—THE RESOURCES AGENCY GEORGE DEUKMEJIAN. Go..rno, - RECETVED CALIFORNIA ENERGY COMMISSION
516 NINTH STREET AUG 19 1983 0 .ACRAMENTO. CA1;FONIA 95814
NOTICE OF STATUTORY CHANGES FSGIL CCIWGRTIO:I
120CHESAP€AP DR IN THE RESIDENTIAL BUILDING STANDARDS
Newly enacted legislation (AB 163 [Gog1n]), which became law an 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.
then 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:
Calculate the energy consumption or point system total of the building
floor an 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.
Nrf.D:-.a the same computation, using the proposed building's actual glazing
area, rier.tation, and distribution, and it; actual energy conservation features.
The Jesign 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
OTIM PROVISIONS OF AB 163
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, California4 tthrb*i QaUn
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 enerer standards.
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.)
EMANATIONS OF THE RUIREMEUTS IN THE NEV AB 163 PACKAGE3 (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 1hergy Conservation Manual.)
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 requirezent.
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.
The attic requirement means that an attic is installed under not less than
75 percent of the roof that is over any conditioned space.
The air conditioner efficiencies must be met if an air conditioner is
installed, but AB 13 does not require that an air conditioner be installed.
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.
Infiltation barriers arid air-to-air heat exchangers are not required in any
climate zone by these packages.
RECUIREMENTS NEW Ms 161 PACKAGES
WHERE HEQUIRE>:ENTS DIFFER FOR SLAB AND RAISED FLOOR CONSTRUCTION, F1HST VALUE IS FOR SLAB FLOOR AND SECOND VALUE IS FOR RAISED FLOOR. EXAMPLE: IN CLIMATE ZONE 1, THE FLOOR IhSULATICN REQUIR9E2rr, "NR/19", MEANS THAT THERE IS NO REQUIREMENT FOR SLAB EDGE INSULATION BUT H-19 FLOOR INSULATION IS REQUIRED FOR RAISED FLOORS.
Climate Zone
Building Envelope
Insulation Minimums
Ceiling, H value 38 30 30 30 30 30 30 30 30 30 30 30 30 38 38 38 Wall, H value 19 11 11 11 11 11 11 11 11 11 11 11 11 11/19 11 11/19 Floor, B value 0/19 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 HR/19 NR/19 7/19 A''ic REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ
Glazing
tkx1itun i' 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 Maximum area %2 16 16 20 20 16 20 20 20 20 20 16 16 16 16 16 16
Shading Coefficient
South-facing NH NH Nit KR NH NH 0.36 0.36 0.36 NH 0.36 0.36 0.36 0.35 hR East-facing NH Ku Nit NH NH NH NH 0.36 0.36 0.36 KR 0.36 0.36 6.36 0.36 ha e.-facing NB NH KR KR NB 0.36 NR/0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 KR North-facing NB KR NH KR NH NH HR 0.36 0.36 0.36 KR 0.36 0.36 0.36 0.36 NH
Thermal Kass, S 25/NH 25/NH 25/NH 25/NH 25/NH 25/5 25/5 25/5 25/10 25/5 25/NH 25/5 25/5 25/NB 256 25/NH
Electrica Cutlet.
Gaskets REQ HR NB/REQ KR NH HR NH NH NR NH HR KR NH REQ/NR REQ NR
heat ing & Cooling
Systems
Gas furnace
efficiency, 5 72/11 71 71/79 71 71/79 71 71 71 71/74 71 71 79 71 71 71 71
Cliue Zone
Heat puno
° C.O.P. 2.5/2.5 2.5 2.5/2.8 2.5 2.5/2.8 2.5 2.5 2.5 2.5/2.6 2.5 2.5 2.8 2.5 2.5 .2.5 2.8 Air conditioner,
ER 6.0 8.0/6.5 8.0/9.5 9.0/9.5 6.0/9.0 6.0 8.0 8.0/9.5 9.5 6.5 9.5/9.0 9.5 8.0 9.5/6.8 5:5 8.5
Water hearing System Type Natural gas. heat punp, or solar with any kind of backup
NOTES: U value of 0.5 means :ouble glazed.
GazIr.g area is perceaEe of conaPioned floor space.
Tan.rmal mass requirenent based on percentage of first floor area.
ii. Gasce's reculreQ only on exterlor walls.
5. hea' znurt have a.'aIc dual setback '.nermos'as in zones 1, 3, 5, 7, 15, and 15. After July 1, 1984. neat pups installed as cponens of these packages must. have autotatic 3ua1 se'bac.c thermostats.
Date: Jurisdiction_________________
Prepared by Bldg. Dept.
1?.thY AFt/4EL VALUATION AND PLAN CHECK FEE 0 Esgil
PLAN CHECK NO. _c-4-
BUILDING ADDRESS
APPLICANT/CONTACT 7frtf',(J PHONE NO.'4t-7'd
BUILDING OCCUPANCY - - 2-3 DESIGNER PHONE_____________
TYPE OF CONSTRUCTION v-iJ CONTRACTOR PHONE___________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
Liv,t .4A
Air Conditioning
Commercial
- Residential
Res. or Comm.
Fire_Strinklers
Total Value
Fee Adjusted To Reflect 0 Energy Regulations (Fee x 1.1)
(:)Handicapped Regulations (Fee x 1.065)
Building Permit Fee $_________________________________
Plan Check Fee $ $ Zp.o?
COMMENTS:
8/4/82
PLAN CHECK NUMBER á....L2.,' ADDRESS _? 4 /LA-fs.J tJ'/c DATE
_________
PLANNiiiG: TYPE OF STRUCTURE _------ -. ZONE:_____________
SCHOOL FEES: SAN DIEGUITO— 4q ENCINIT I51 -3 -
CARLSBAD SAN MARCOS_____________________
% COVERAGE_______
BUILDING
HEIG}O
3 fk-
FENCES/WALLS k izrl
TWO CAR GARAGE______________________________
REQUIRED SETBACKS______________
FRONT.- o,c -
SIDE /0
REAR/I,-_O(C (j 1Itl,%
L&J
u.J CO1MENTS:
U REDEVELOPMENT APPROVAL REQUIRED:_pt _______________________________________
LANDSCAPE PLAN COMMENTS: ,JJA 5F
ENVIRONMENTAL REQUIRED:V4
ADDITIONAL COMMENTS:
OK TO ISSUE:V
- V~k
OK TO FINAL:- DATE:____
*
ENGINEERING LEGAL DESCRIPTION VERIFIED?Y A.P.N. CHECKE
P.F.F. IJIA-
'
PARK IN LIEU _______________________________
R .0.14 i' .MPROVEMENTS: p— 7'&7/
E.D.U: .L C— jAJZL2
SEWER: 7 7Ckz2 ,&9 cS za— -/ r c4A1Z7 -
LATERAL: 7Yr DRIVEWAY: cS2
GRADING PERMIT:
DRAINAGE:
EASEMENTS: /kx7\I ADDiIONAL COMMENTS: t"
OK TO ISSUE: DATE:
* ENGINEERING INSPE1(TN1kEQUIRED:>eY /
PUBLIC WORKS INSPECTOR:
FINAL OK: DATE: 1 -
* IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS
-
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
ENCINITAS UNION SCHOOL DISTRICT
189 Union Street
Encinitas, CA 92024
Telephone: (619)753-1152
Dedication of Land or Fees for School Districts
(Title 8, Division 2, County Code)
TO: The City of Carlsbad Plan Check No.
1200 Elm Avenue
Carlsbad, CA 92008 Effective_________________________ Date Paid Plan Check Fee
It **_****** * ** It ** *** * ******** ****
PROPERTY OWNER' S NAME ) ç 2 77Qo ,/So'/
c ADDRESS )?ek cO>(• 2f/3 LEO401M ZQZ5I TELEPHONE 5'5'2 '739'
PROJECT NAME (if applicable)
5E&/
PROJECT LOCATION/-& r22 L..1 C,,J4DA ~t'ij Diu AC&r4 /.-A6 ?L/,nfC1qLrn1 W
ASSESSOR'S PARCEL NO. Z/ 3zô-z 2.00
TOTAL NUMBER OF DWELLING UNITS _1
Applicant 2-7-
Signature V - Title Date
********* ** * * It * ** **** ** * ***** Or ****
School District Certification
No. bedrooms/like rooms_________
I certify that the requirements of Title 8, Division 2 of the
County Code for school facilities dedication of land or fees
have been satisfied for the above described project.
* It It *** *-* * *** *;* * * ** *** * ** ***
NOTE TO ) A review of one set of plans is
APPLICANT) required by the school district.
FORM ND. 01-021 Distribution:
Ittte. App1Icnt
Yellow; DiIrlct
PYM; Applicant
I
BENTON ENGINEERING. INC.
APPLIED SOIL MECHANICS - FOUNDATIONS
6741 EL CAJON BOULEVARD
SAN DIEOO, CALIFORNIA 92115
PHILIP HENKING BENTON
March ')A icyl') N Ou. DB3.5,54
. ,.,ESOENT CIVIL ENGINEER ,larcEI L'r, I ilL 1% AE
La Costa Land Company
Costa Del Mar Road
. Rancho La Costa, California 92008
Subject Project No 72-2-16D
Grading Permit No. L-6098 '.
Final Report on ... . .: . .
Compacted Filled Ground .
Lots 1 to 14, inclusive
and Lot 22
La Costa Canada
San Diego County, California
Gentlemen
This is to report the results of tests and observations made in order to inspect the compaction of
filled ground placed on certain areas of Lots 1 to 14, inclusive, and Lot 22 of La Costa Canada
in San Diego County, California. Compacted filled ground had previously been placed on Lots
1 to 0, inclusive, and on a portion of Lot 22 during the grading of La Costa South Unit No. 4
in January, 1970. The recently placed compacted fill soils were placed during the period
between February 16, and February 25, 1972.
The approximate areas and depths of filled ground placed under our inspection in accordance.
g with the approved specifications are shown on the attached Drawing No. 1, entitled 'Locct!on
of Compacted Filled Ground. The grading plan used for the placement of filled ground was
prepared by Rick Engineering Company and dated November 1, A971. .
The approximate locations at which the tests were taken and the final test results are presented
. on pages 1-1 to 1-4, inclusive, under the "Table of Test Results." The laboratory determina-
tions of the maximum dry densities and optimum moisture contents of the major fill materials
Ore presented on page L-1, under the "Laboratory Test Results." Some of the maximum dry
densities shown in the "Table of Test Results" were combinations of these. The tests were
token during the weekly periods indicated below:
Test Number Week Ending
341, Period Between January 13 and January 23, 1970
1 t 41, inclusive January 17, 1970
42 to 52, inclusive January 24, 1970
'p
.....-,,•.--•-- ---•--..--- - -
Project No. 72-2-16D
La Costa Land Company
-2.- March 24, 1972
Test Number Week Ending
Period Between February 16 and February 24, 1972
1 to 12, inclusive February 19, 1972 13 to 55, Inclusive February 26, 1972
The final results of tests and observations indicate that the compacted filled ground has bee
n
placed at 90 percenfoF the maximum dry density or greater. It has been determined that th
e
fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing val
u
e
of 2000 pounds per square foot for one foot wide continuous footings founded at a mini
m
u
m
depth and placed five feet or more inside the top of compacted filled ground slopes. If f
o
o
t
i
n
g
s
are placed closer to the exposed slopes than 5 feet inside the top of compacted filled grou
n
d
slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 vertical line project
e
d
out-ward and downward from a point 5 feet horizontally inside the top of compacted filled ground
slopes. Tests indicate that the compacted filled ground is adequate to satisfactorily s
u
p
p
o
r
t
t
h
e
proposed one or two story wood frame dwellings without detrimental settlements.
Expansive soils were placed in the upper three feet of certain compacted fill areas and also ex
i
s
t
in the upper three Feet below finished grade in certain cut areas. The final classific
a
t
i
o
n
o
f
t
h
e
j soil conditions existing on each lot together with recommendations for the special desi
g
n
o
f
f
o
o
t
-
.
ings and slabs placed on expansive soils are presented as follows:
Type A - Critically Expansive Soils - Lot No. 22
Avoid the use of ;isolated interior piers. Use continuous interconnected
reinforced footings throughout, and place these at a minimum depth of two
feet below the lowest adjacent exterior final ground surface.
Reinforce and interconnect continuously with steel bars all interior and
exterior Footings with one #5 bar at 3 inches above the bottom of the footings
and one #5 bar placed 1 1/2 inches below the top of the stems of the footings.
Exercise every effort to assure that the soil under the foundations and slabs has
uniform moisture content, 1 percent to 3 percent greater than optimum through-
out the top 3 feet below finished grade at the time of placing foundations and
slabs.
Preferably Use raised wooden floors that span between continuous Footings, or
if concrete slabs are used, then these should be reinforced with a minimum of
6 x 6 - 10/10 welded wire fabric and underlain by a minimum of 6 inches of
crushed rock beneath all concrete slabs in order to minimize the effect of
potential expansion. A moisture barrier should be provided over the crushed
rock and then covered by 2 inches of sand immediately below the slabs under
the living areas.
Separate garage slabs from perimeter footings by a 1/2 inch thickness of con-
struction felt or equivalent, to allow independent movement of garage slabs
relative to perimeter footings. Assure complete separation by extending the
felt over the Full depth of the front thickened edge of the garage slab. Also,
cut off the garage door stops at least 1/2 inch above. the slab.
OENTON ENGINEERING. INC.
1972 roject No. 722-16D tyA irch 24,
Costa Land Company
6 Provide positive drainage away from all perimeter footings to a horizontal
distance of at least 6 feel outside the house walls.
B - Marginally Expansive - Lot Nos. 9 to 12, inclusive, and 14 to 21, inclusive
4jRecommendations for these lots are the same as those listed for the Type A lot with the two
fol lowing exceptions
1 The continuous footings may be placed at a minimum depth of 18 inches below
the lowest adjacent exterior final ground surface rather than the two feet
recommended for the Type A lot.
L 2. Single 04 bars placed as described above, in Item 2, of the previous section
near tops and bottoms of all interior and exterior footings may be substituted
for the #5 bar recommended for the Type A lot.
Recommendations 3 to 6, inclusive, as listed for the Type A lot, are also applicable to the
Type B lots
C- Nonexpansive Soils - Lot Nos. 1 to 8, inclusive
Specially designed footings and slabs will not be required on these lots.
Lot 13 is a large undeveloped area within the boundary of this subdivision and therefore inspection
for expansive soil conditions was not made on this lot.
Respectfully submitted,
BENTON ENGINEERING, INC.
By
-
R. C. Remer
iewed (~ 1I---
Philip H. —B nton, Civil Engineer
L)istr; (4) Addressee
(1) La Costa Land Company
Attention: Mr. Burton L. Kramer
Rick Engineering Company, Carlsbad
San Diego County Building Inspection, Vista Office
RC IVPHB/ew
EtNTOM ENGINEERING. INC.
LEUCADIA COUNTY WATER DISTRICT
APPLICATION FOR SEWER SERVICE
Owne's Name Ken Abrahams Phone No. (313) 646-9022
Mailing Address 17261 Revere SEWER PERMIT ISSUED UPON
Snuthfield Mjrh 42076 RECEIPT OF BUILDING PERMIT.
Service Addr
PERMIT.
Tract Description: mt 22, la Cncta Canada
&'U:LDIG PERMIT MUST BE
APPLIED FOR BYLL.Q.. Assessor's Parcel No. 216-320-22
Type of Building f. No. Units i Connection Fee $nn jj_
Lateral Size: 4" 6" - 8" - Saddle -
Easement Connection (pre-pd200.00)
Extra Footage: @ $________ Extra Depth: @ $ JcOGO
I Lateral Fee
Amount Rec'd
Ck. No/Cash
$J-c'o,cD Prorated Sewer
Service Fee Date
Rec'd By cu) Total
The application must be signed by the owner (or his authorized representative) of
the property to be served. The total charges must be paid to the District at the
time the application, is submitted.
If a service lateral is required, it will be installed by the Leucadia County Water
District. The service lateral is that part of the sewer system that extends from
the main collection line in the street (or easement) to the point in the street (at
or near the applicant's property line) where the service lateral is connected to
the applicant's building sewer. The applicant is responsible for the construction,
at the applicant's' expense, of the, sewer pipeline (building sewer) from the appli-
cant's plumbing to the point, in the street (or easement) where a connection is made
to the service lateral.
The connection of the applicant's building sewer to the service lateral shall be
made by the applicant at his expense.' The connection must be made in conformity
with the District's specifications, rules and regulations; and IT-MUST BE INSPECTED
AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT.
THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE', MUST NOTIFY THE DISTRICT AT THE
TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC-
TION LINE WITHOUT' PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED
INVALID AND WILL NOT BE ACKNOWLEDGED.
'The prorated sewer service fee is based upon the date the District estimates that
service will begin and covers the balance of the fiscal year. There will be,no
additional fee or refund if service actually commences on a different date. For
succeeding fiscal years, the sewer service fee will be collected on the tax roll
in, the same manner as property taxes.
The undersigned hereby agrees that the above nformation given is correct and agrees
to the conditions as stated.
,A A , -
/
Owners Signature Date Account No.
ATTENTION PROPERTY OWNER:.
An "owner-builder building permit has been applied for in your name and bearing your
signature.
Please complete and return this information in the envelope provided at your earliest
opportunity to avoid'unnecessary, delay In processing and issuing your building permit.
No building permit will be issued until this verification is received.
I personally plan to provide the major labor and materials for construction of
the proposed property improvement (yes or no) yj5'
I (have/have not) _
signed the application for a building permit.
I have contracted with the following person (firm) to provide the proposed construction.
Name Phone
Address Contractors License No.
City
I plan to provide portions of the work, but I have hired the following person to
coordinate, supervise and provide the major work.
Name Phone
Address Contractors License No.
City
I will provide some of the work but I have contracted (hired) the following persons
to provide the work indicated:
Name Address Phone Type of Work
_5C Ha 7 ' i-J,#./c, . o 7 '-'5o /oa ,. 3 / Z 5-
1-4 Co57-4
ic7tic - 7,-1VVg J(c1 zic-'/VYU
Signed: Property
Social Security Number ,'.-
Date:
EACH SUBCONTRACTOR WILL BE INSTRUCTED TO OBTAIN A CITY OF, CARLSBAD BUSINESS LICENSE
AND FURNISH A CERTIFICATE OF WORKMAN'S COMPENSATION TO THE CITY OF CARLSBAD.
Initials
DEVELOPMENTAL
SERVICES
BUILDING DEPARTMENT
1200 ELM AVENUE
CARLSBAD, CALIFORNIA 92008-1989
(619) 438-5525
(ECtp of (CartStiab
Dear Property Owner:
An application for a building permit has been submitted in your name listing yourself
as the builder of the property improvements specified. For your protection you should be
aware that as "owner-builder" you are the responsible party of record on such a permit.
Building permits are not required to be signed by the property owners unless they are
personally performing their own work. If your work is being performed by someone other
than yourself, you may protect yourself from possible liability if that person applies for
the proper permit in his or her name.
Contractors are required by law to be licensed and bonded by the State of California and
to have a business license from the City of Carlsbad. They are also required by law to
put their license number on all permits for which they apply.
If you plan to do your own work, with the exception of various trades that you plan to
subcontract, you should be aware of the following information for your benefit and pro-
tection. If you employ or otherwise engage any persons other than your immediate family,
and the work (including material and other costs) is $200 or more for the entire project,
and such persons are not licensed as contractors or subcontractors, then you may be an
employer. If you are an employer, you must register with the state and federal government
as an employer and you are subject to several obligations including state and federal
income withholding, federal social security taxes, workers' compensation Insurance,
disability insurance costs, and unemployment contributions. There may be financial risks
for you if y0udO not carry out these obligations and these rtskS are especially serious
with respect to workers' compensation insurance.
For specific information about your obligations under federal law, contact the Internal
Revenue Service (and, if you wish, the U.S. Small Business Administration). For more
specific information about your obligations under state law, contact the Department of
Benefit Payments and the Division of Industrial Accidents.
If the structure is intended for sale, property owners who are not licensed contractors
are allowed to perform their work personally or through their own employees, without
a licensed contractor or subcontractor, only under limited conditions.
A frequent practice of unlicensed persons professing to be contractors is to secure an
"owner-builder" building permit, erroneously implying that the property owner is providing
his or her own labor and material personally. Building permits are not required to be
signed by property owners unless they are performing their ownwork personally. Informa-
tion about licensed contractors may be obtained by contacting the Contractors State
License Board in your community or at 1020 N Street, Sacramento, CA 95814.
PLEASE COMPLETE AND RETURN THE ENCLOSED OWNER-BUILDER 'VERIFICATION FORM SO THAT WE CAN
CONFIRM THAT YOU ARE AWARE OF THESE MATTERS. THE BUILDING PERMIT WILL NOT BE ISSUED
UNTIL THE VERIFICATION IS RETURNED.
Very truly yours,
Building Department
City of Carlsbad
INSULATION CERTl:ICATION
This is to certify that insulation has bee installed in conformance with the
current energy regulation, California Administrative Code, Title 25, State of
California, in the building located at:
SITE ADDRESS 2805 La Gran Via, La Costa, CA
CEILINGS Owens/Corning 6."
CertainTeed 6 it
Batts: Type Fiberglass Manufacturer Manville Thickness 61" R-Value 19
Blown: Type Manufacturer
EXTERIOR WALLS Owens/Corning
CertainTeed
Type Fiberglass Manufacturer Manville
FLOORS Type Manufacturer
General Contractor
Thickness R-Value
.zit,
Thickness 4 11 R-Value 11
Thickness R-Value
License # -
By Title Date
Schmid Insulation Contractors, Inc. License # 221517 C-2
By 4J QAJ b. QJL&I.., Title Vice President Date
INSULATION CERTIFICATION
This is to certify that insulation has been installed in conformance with the
current energy regulation, California Administrative Code, Title 25, State of
California, in the building located at:
SITE ADDRESS 2805 La Gran Via, La Costa, CA
CEILINGS Owens/Corning 6k"
6 11 CertainTeed
Batts: Type Fiberglass Manufacturer Manville Thickness 61" R-Value 19
Blown: Type Manufacturer Thickness _____
R-Value
EXTERIOREXTERIORWALLS Owens/Corning 3"
CertainTeed 31
Type Fiberglass Manufacturer Manville Thickness 4 " R-Value 11
FLOORS Type Manufacturer Thickness R-Value
General Contractor License 41
By Title Date
Schmid Insulation Contractors, Inc. License 41 221517 C-2
By 1i).&LQ4.*. b. Title Vice President -
Date -