HomeMy WebLinkAbout2777 WILSON ST; ; 84-584; Permit0I hereby affirm that I am licensed under o provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the Business
and Prot.aeiono Coda, and my IIconoo in in
I full force and effect.
Lrc No __________________ Class
0 0 - I hereby affirm that I am exempt from the Centrac for,. License Law for the following reason (Sec. 7031.5 0asiness and Professions Cndc: Any City or county which cc quIrc 0 permil to Construct, altcr. improve, demolish, or rrpyir ony nrructvre, prior to its issuance 0150 requires the op.
phcant tom such permit to file a aigoed otatement that he is licensed parseant to the provisions of the f:onrrrrclnrr License Law (Chapter 9 commencing with Section 7000 xl
Division 3 01 the Business and Professions Code) or that is en' nmpt toorotrym sob toe basis for toe slreyeo ovompilon. Any
urOtOtrOn Of Section /031.5 by an applicant for a phrntrt sub- jects the applicant to a civil penalty of not more than hoc han
dred dollars ($500).
F] I, as owner 01 the property, or my employees with wages
UA as their sole compensation, will do lIre work, and lIre sit 'n" o tore is nor intended or Meted for Cafe (Sec, 70.14, Buiouuc and Profoesienc Code: The Contractor's License Low does 5 not apply to an owner at property who builds or improves
thereon and who does such work himself or through his Own omptoyeos, provided that cuch improvornente are not inland - (!J 00 or ollorott for sale, It, however. the building or improve Z
3
moot is sold within one year of completion, the owner-builder have burden o will the 01 proving that he did not build or im prove for the purpose of sate).
11 I. as owner 01 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 loan owner 01 property who builds or im-
proves thereon, and who contracts for each projects with a UI contractor(s) license pursuant to the Contractor's License Law).
0 As a homeowner I am improving my home, and the 10110w' 4 ing conditions exist: The work is being performed prior to sale.
I have lined in my home for twelve months o prior to completion 01 this work. w I have not claimed this exemption during the O last three years.
0 lam exempt under Sec. __________________ . B & P.C. or this reason
i hereby affirm that I have a certificate 01 consent to self-insure. or a certificate 01 Workers
Compensation Insurance, or a certjred Copy thereof
(Sec 3800. Labor Code)
z POLICY NO
COMPANY
0 Copy is filed .,in the crfy
2 ILIA 0 Certified copy is hereby furnished CL
0 CERTIFICATE OF EXEMPTION FROM
WORKERS COMPENSATION INSURANCE
(This section need not be completed if the permit
Uj is for one hundred dollars 15100101 less)
le cc o f certify that 10 the performance of the work for
whICh thIS permit is Issued. I shall not employ any
person ,n any manner so as to become subject 10 the Workers Compensation Laws of California
NOTICE TO APPLICANT If. after mak1n3 this Cern,
ircale of Eoemptron. you should become subject to
he Workers Compensatron provisions of roe Labor Code, you most forthwith Comply with such
provisions or this permit shall be deemed revoked
r 0 I hereby affirm that there is a cor,srruclron
I endrog agency to, the performance nI On wort, Ir'rr LU which this permit IS Issued (Sec 3097, Civil Code)
L.irr3er's Narr,u
L Lenders Address
USE BALL POINT PEN ONlY & PRESS HARI APPLICANT Tfl Fit I IN INFORMATIflN WITHIN SI-1AflFfl ARFA ANfl flFCI ARATIflNS.
CARLSBAD BUILDING DEPARTMENT APPLICATION & PERMIT 1200 Elm, Carlsbad, California 92008.1989 (619) 438-5525
JOB ADDRESS . AV. ST. RD. NEAREST CROSS ST. DATE OF APPLICATIONS SINESS LICENSE # VALUATION PERMIT NUMBER
(?)-?.
J/,/gç /f'77( ZONE
Log:'
BLOC; :i SUBOlVfSfOr/' ASSESSOR,PARC NO. . CONTRACTOR CONTRACTORS PHONE
-
)O 4 i NAMF :'_r, -- nWN.E OWNFR'SPHONE k -a I - I oo'. CONTRACTOR'S ADDRE33 LICLNGL NO. rLAN I.D. DL 0 USE CODE
I 7 —'°Y P 13 IoI ,r/d, 7V OWNER-3 MAILING ADDRE33
-777
DESIGNER LICENSE a STANDARD PLAN # BUILDING SO. FOOTAGE
IcS+. Rn, L()rit , DESCRIPTION 01 WOnK
DESIGNER'S ADDRESS
O IDLI
DESIGNER'S PHONE v OA
____ __
F/P FlRELEs/I
v)J Nil I. TO/IES
Frnl
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--_-._--__-- ------ --------- -------
______________________________________
PACL RES UNITS GRADING PIRMII ISSUED HSDEVELOPMEN I I YFE 0CC LOAD PINE OCR
/ AREA
Not njLunless Machine Certified YO N Y N — ir.i sO N '
QTY. PLUMBING PERMIT - ISSUE 7 5b QTY. MECHANICAL PERMIT - ISSUE UMMAUNTNUMBE —
EACH FIXTURE TRAP 1171 INSTALL FURN. DUCTS UP TO 100.000 BTU _— BUILDING PERMIT
EACH.BUILDING SEWER OVER 100,000 BTU - SIGN PERMIT 01-00-00-8221
WATER HEATER AND/OR VENT BOILER/COMPRESSOR UP TO 3 HP PLAN 3.7 - j
EACH
EACH GAS SYSTEM I TOO OUTLETS - BOILER/COMPRESSOR 3.15 HP TOTAL PLUMBING 01-00-00-8222
EACH GAS SYSTEM S OR MORE , METAL FIREPLACE ELECTRICAL 01'00-00-8223
EACH-INSTAL.. ALTER, REPAIR WATER PIPE ,
.
VENT FAN SINGLE DUCT — MECHANICAL 01-00'00'8224 /7 -
EACH VACUUM BREAKER MECH EXHAUST - HOOD/DUCTS ' MOBILEHOME 01-00-00-8225
WATER SOETNER RELOCATION OF EA FURNACE/HEATER MOBILEHOME PARK INSP
EACH ROOF DRAIN (INSIDE) . I SOLAR 01-00-00-8226
TOTAL MECHANICAL I STRONGMOTION 80-92-33-0519
TOTAL PLUMBING FIRE SPRINKLERS 01-00-00-8227
OTY. ELECTRICAL PER - ISSUE QTY. SOLAR - ISSUE PUBLICFACILITIESFEE 32-00-0O-89
BRIDGE FEE
NEW CONST EA AMP.'SWTI3KR 0 COLLECTORS - SCHOOL FEE DISTRJCT
I PH 3 PH . STORAGE TANKS . Carlsbad°' _80-92-21-0519
E)iST BLDG EA AMP/SWT,1BKR ROCK STORAGE ' Encinitas 80-92-22-0519
I PH 3 PH . PUMP ' S_nOieguilo 80-92-230519
REMODEL.'ALTER PER CIRCUIT . PLAN CHECK FEE - Marcos _802-24-O519
— TEMPPOLE 200 AMPS . ' I %)EL) .4" - OVER200AMPS . - L_CENSE TAX 01 .00-00.8162
TEMP OCCUPANCY (30DAYS) . . MFF80-92-57-0519 Kilo
CREDIT DEPOSIT
TOTAL ELECTRICAL
L
TOTAL SOLAR TOTAL FEES '
I HAVE CAREFULLY EXAMINED THE COMPLETED 'APPLICATION AND PERMIT" AND DO HEREBY Euprration. Every permit issued by Ihe BuIlding Oltrcral under the provisIons Of Ihis *ANOSHARMtT iS REQUIRED REXCAVATIONS OVER
CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE Code shall expire by Irmitatron and become null and vord It Inn burldrng or work 50" DEEPAND DEMOLITION OR COF'ISTAUCTION OF ar.rfhcrrryerd hy sick permif is not commenced within 181) days from the date of strc'hSTRUCTURES
I.-
OVER 3 STORIES IN NEIOHT DECLARAT.IONS ARE TRUE AND CORRECT AND i FURTHR CERTIFY AND AGREE IF A PERMIT IS permrl. or if the building or work aufhorized by such permit rs suspended orISSUED: 'TO COMPLY WITH ALL CITY. COUNTY AND STATE LAWS GOVERNING BUILDING CON abandonedatanylimeaftertheworkrscommencedbraperiodoh180days SINUL0N, WHEIHEN SPEGII°IEU HEHEIN OR Aol. IrALbO AGREE 10 SAVE INDEMr'iiri AND JVES OAf KEEPHARMLESSTHECITYOFCARLSBADAGAINSTALLIABILITIES,JUDGMENTS,COSTSANDA_LICANT'SSIGNATURE OWNER COr'/RACTOD'
GRANTING OF THIS PERMIT. BYPHONE C]
EXPENSES WHICH MAY IN ANY WAY ACC RUEAGAIN_T SAID CITY IN CONSEQU OF THE ENCE _____ _ •\j)
FIELD INSPECTION RECORD
REQUIRED SPECIAL INSPECTIONS I I INJSPFr.TnP NJCT
To: ENGINEERING FIRE, PLANNING, UTILITIES
FINAL INSPECTION NOTICE
Date
Address 777 /U/ I Plan #
Type of Construction ET,C 2
.Refs1T1óntact R1,00S, Ph. No
En ((gineeri
.________
:c
gineerigineeri ? ) Date c/' Approved
_..._RthU!T Date Approved
INS PE CJ IN
SOILS COMPLIANCE
PRIOR TO
FOUNDATION INSP
STRUCTURAL CONCI
OVER 2000 PSI
PRESTRESSED
CONCRETE
POST TENSIONED
CONCRETE
FIELD WELNG
HIGH STRENGTH
BOLTS -
SPECIAL MASQJRY.
PILES CAISSONS To: ENGINEERING, FIRE, PLANNING, UTILITIES
FINAL INSPECTION NOTICE
Date_9/I3
ss 7777 "gaiSt Plan#Addre
Type of Construcj _2
Person to Contact i2O ZS Ph. Nol 34
Engineering
Department Date Approved
Fire
Prevention Date Approved
Planning
Departmen& Date Approved
- Utilities
Departmen) Date Approved
Comments:___________________________________________
IF A RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL
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TYPE DATE INSPECTOR
BUILDING
FOUNDATION
REINFORCED STEEL
MASONRY
GUNITE OR GROUT
FLOOR & CEILING SUB FRAME
SHEATHING 1 ROOF SHAR
FRAME ,
EXTERIOR LATH
INSULATION
INTERIOR LATH & DRYWALL
PLUMBft1G
SEWER AND BUCO 4L/CO i8
UNDERGROUND X6V'STE EJ/ATER .
TOP OUT WASTE NATER
TUB AND SHOWER PAN
GAS TEST J1..gç
J WATER HEATER El SOLAR WAER
ELECTRICAL
El ELECTRIC UNDERGROUND El WFFER
ROUGH ELECTRIC
El ELECTRIC SERVICE 0 TEMPORARY
El BONDING El POOL
MECHANICAL
El DUCT & PLEM., El REF. PIPING
HEAT — AIRCOND.SYSTEMS 'c
VENTILATING SYSTEMS
- •
CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE
ITEMS ABOVEHAVEBEEN APPROVED '
FINAL
PLUMBING
ELECTRICAL
BUILDING
I
MECHANICAL L
GAS
SPECIALCONDITIONS
-...--.. - •-- •.' .- -,% .-•.
/ I .-'- •7
APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM.
CITY OF CARLSBAD NI 0.2424 ENGINEERING DEPARTMENT
438.5541 7'
ISSUED BY
1 DATE ISSUED ISSUED—
FOR APPLICANT TO FILL IN
BUILDING 77 7 I/ VALIDATION I. n
UUI7/ dl II
ADDRESS
•
OWNER .-..-.__________
.
Deborik L. it.t.
,J.
7V7 L.Uj,c;i
MAILING L o I /
ADDRESS
LATERALCHARGECOMPUTATION
/
•
CONTRACTOR b _ (AJ ti I tfl STANDARD 4" (Max. H. 30', V. 10')
OVER 30' H. ______ FT. ____________________
o [ ('Y' / C /
CONTRACTOR'S •
OVER 10'V._____ -FT.
) •( .. L ADDRESS STANDARD 6" (Max. H. 30', V. 10')
OVER 30' H.—@- FT.____________________
OVER 10'V,-@- FT.
TOTAL CONSTRUCTION COST
.1 -NEW BUILDING '_I_EXISTING BUILDING I
LEGAL. DSCIprvj P y, SC..) -
SERVICE CHARGE (REPAVING ETC.)______________
TOTAL LATERAL CHARGE /ws
REMARKS: LINECOSTDATA
••
/
-
ASSESSMENT 01ST. NO...
FRONTAGE COST PER FT. _______TOTAL
OTHER
LATERAL LOCATION • CONNECTION FEE7..._— I_I TOTAL
PUMP STATION FEES,__. -
NO. UNITS—COST PER UNIT TOTAL. I ST.I
TOTAL CHARGES (LATERAL ETC.) (6VC
LATERAL NO._____________ INSTALLATION DATE—
WHITE: Engin.erI' GREEN Finance YELLOW: Sanitation PINK: Building GOLDENROD: Permitter
ESGIL CORPORATION
9320 CHESAPEAKE DR., SUITE 208
SAN DIEGO, CA 92123
(619) 560-1468
DATE: ' / PPLICANT
URISDICTION
JURISDICTION: 0 PLAN CHECKER
0 FILE COPY
PLAN CHECK NO:q 5.qs' 0 UPS
C1 DESIGNER
PROJECT ADDRESS: 2?17
0 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-
des 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.
0 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.
MR 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:
0 Esgil staff did not advise the applicant contact person, that
plan check has been completed.
Esgil staff did advise applicant that ,he plan check has
been completed. Person contacted: J'i' ,.q4AJ4I,J
Date contacted: Telephone #
REMARKS:j,,,j A,'pL,aJ7 /wc SWôc._W o'i
R jc,.. As fc' &oa IN P1I&
0 A/.7, 5'r ,,; frLc-'
BY: ENCL:
EGrL CORPORATION
Form 31584
I1AI) OHddC -0'-
APPLICANT COPY
CITY COPY
PLAN CHECKER COPY
Citp of Carl9bab
JURISDICTIONS (Jq 40 DAT!_________
PROJECT A0RESSt 2 7 7 Ji 4 SO Al sr
TOz I9,91q7 7;F - /''
Ao. x3ox lo q1
'7.ZO8
PLAN CORRECTION SN!!?
SINGLE FAMILY AND DUPLEX DWELLINGS
Plan Check No.- (9,/- S '1
Data plans received by jurisdiction /2- &'
Date plans received by plan checker 1/- '58'
Date initial plan check compl.tirt///V by._d"
FOREWORD: PLEASE READ 15!. (619) 60-16Z)
Plan check is limited to technical requirements
contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National
Electrical Cods and state lava regulating sflerY 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.
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.
A. PLANS
G 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,
tOl ç
17,326 cr4/fe'
?1cj"t ( lVcheck. b1ea 'deify.
next to each circled its., 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 at the plans. Sec. 302(b)
Submit fully dimensioned plot plan drawn
to scale showing location size, and use
of all existing and proposed structures
on the lot. Identify property lines and
show Lot dimensions a a
ow mc cut or f slope and approximate finish floor elevations
for all structures and show elevations at
all corners. Sec. 302(b)7.
5. Indicate distance from center-line of street or alley to property line and distance from
curb to property Line. Sec. 302(b) 7
-p4,•- alc ation)shal I be signed by a California StitiIIéhs.d
engineer or architect. (California
Business and Professions Code)
PtR' PROTECTION
Walls closer than 3 feet to property lines
i' shall be one-hour fire-rated construction,
have no openings, and shalt have 30 inch
parapets when the building floor area exceeds
1.000 square feet on any floor. (Table S-A
Sec. 1709(a)
Projections, including eaves, way not extend
more than 12 inches into the 3 foot setback
from the property line. Sec. 1710 and
Ste. 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
I' Show location of permanently wired sioke .
detector. Sec. 1210 ourspoodf Sr.y
ROOM SIZES, 1.1CR?, V!R?TLA?IONS AND GLAZING
Ono room rust contain a minimum of 150 square feet of superficial floor area. Sec. 1207(b)
Habitable rooms, other than kitchens, shall
f' 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. 1207(a). Appears to be deficient in
. Openable window area must be 1/20 of the F' floor area and a minimum Of S square feet.
In bathrooms, laundry rooms and similar rooms. Minimum is 1.3 sq.ft. (Sec.1205(a)
One-half of all required window area suit be openable in
)1. Provide mechanical ventilation capable of P providing live air changes per hour in
bathrooms, water closet compartments, laundry roams and similar rooms if required windows are not provided. Sec. 1205(a)
No habitable room, other than a kitchen,
Shall be Less than 7*0 in any dissension.
Sec. 1207(c)
-
Show that ceiling height for habitab1
rooms is a minimum of 76. Sec. l27(a)
Show ceiling height for laundry rooms,
hallways, corridors, and bathrooms is a minimum of 7'O'. Sec. 1207(a)
Provide 30" clear width for water closet
#' compartments and 24" clearance in front
of water closet. Sec. 1711(b)
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. 5,406
Glazing in howe and tub enclosures
(including win ows) shall be tempered,
laminated or approved plastic.
Sec. 1711 (f)(g)
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
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 f 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 belou.and
must have 65% of the long side open to the
room below.
The loft you show does not comply as a
mezzanine floor and is, by Building Code
definition, a story____________________________
D. EXITS, STAIRWAYS, AND RAILINGS
0'. 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 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 lineal
foot at a right angle to the top rail.
Table 23-S
Provide stairway and landing details.
Sec. 3305(b) & (c)
Maximum rise 9 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. f25-22(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)
1. 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)
7~. Provide spiral stairway details:
Minimum run is 7 1/2 inches at a point
from where the tread is the narrowest.
Maximum rise is 9 1/2 inches.
Minimum headroom is '6 feet 6 inches.
Sec. 3305(f)
(see attached)
Sprial stairways may not be used for required
exits when the area served is greater than
400 sq. ft. Sec. 3305(f)
57#. Spiral stairways must have a clear walking f space of 26 inches between the column and
handrail. Sec. 3305(f)
St. Provide I.C.3.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)43
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 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 jseabLe 91. Show 1 3/8" solid core self-closing door
for openings between and dwelling. garage space under interior stairs shall be protected
on the enclosed side as required for one-hour Sec. 503(d)
fire-resistve construction. Sec. 3305(m) ).13. Garages are not permitted to open into
.Minimum construction specifications shalt a room used for sleeping purposes. Sec. 1104
be made a part of the approved plans. y4, Openings between carport and residence
(See attached) require self-closing doors and stationary
windows. Sec. 1214
E. ROOFING 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-I
Specify roof material and application. 4 c*ctof'' Doors between dwellings and attached garages
may swing in either direction provided , Specify I C 3.0. approval number for roof the difference in floor elevation between
materials not covered in UBC. the dwelling and garage does not exceed
7 1/2 inches and provided the door is not 1. Specify roof slope for draijage or design used as the primary means of egress from to support accumulated water. Sec. 3207(a) the building.
Show roof drains and overflows. Sec. 3207(a) If the difference in floor elevation exceeds
Provide skylight details to show compliance 7 1/2 inches, or if the door is used as
with Sections 3401 and 5207 or provide LCBO the primary means of egress from the building,
approval number, additional steps or landing must be provided
in accordance with stairway requirements, 71 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 (q).
ICB0 number. Provide 13" raised platforms for any FAU,
S Sho attic ventilation. Minimum vent area
Wis
water heater, or any other device which
flame 1/150 of attic area or 1/300 of attice may generate a or spark.
area if at least 501 of the required vent Note that continuous fire wall protection is at least 3 feet above.-'0 '-' shall be installed behind raised platform(s) Sec. 3205(c) Id OA Cojc VE#JTS prior to framing platform.
E. MASONRY
Provide' fireplace construction details or
note construction to be per attached fireplace
standard drawing. Sec. 3707
.(. Show veneer support and connections comply
with 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-I or 30-2.
$. Show height and construction details of
all masonry walls. Chapter 24
8) Note that cleanout openings shall be provided
at the bottom of all cells to be grout filled
over 4' in a single pour. Cleanout shall
be 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
f are to be waterproofed. Provide detail.
Note that special inspection of the masonry
will be required for_________________________
G. GARAGE AND CARPORTS
0 Garage requires one-hour fire protection
on the garage side of walls and ceilings
common to the dwelling. Table 5-8 Sec.503(b
l.A11 elements supporting floor above garage
/' to have one-hour fire-resistive protection
on the garage side. Sec. 503. Beams and
Posts, 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 V post.
H. FOUNDATION REQUIREMENTS
119. Note on plans that"A soils engineer shall
ev&luate any unanticipated uncompacted fill
or expansive soil or other soil problems
disclosed during construction". Sec.306(a)12.
Submit soils classification determination
by 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 this
project_______________________________________
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, the
soils engineer shall advise the Building
Official in writing that:
the building pad was prepared in accor-
dance with the soils report:
the utility trenches have been properly
backfilled and compacted, and:
the foundation excavations, forming
and reinforcement comply with the soils
report and approved plan."
125. Provide spread footings for concentrated
loads designed for 1,000 PSF soil bearing
or per bearing value as determined by
an engineer or architect. Chapter 29
( dCDQ fi',goç
'5rci's
Alas t /?,A u '4540'", ro
Si/&A".iç (rero..$)
130 Note on plans that sur wata will drain I
=D1
is an show drainage patte
levation . ec. 2905(f)
"rffati.on auIu M.
ArQ,4e4G(
G126.) 26. Show height of all foundation walls. Chapter 23 G
lY. Show height of retained earth on all foundation
walls. Chapter 23
128 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.
TABLE NO. 29.A—FOUNDATIONS FOR STUD BEARING
WALLS—MINIMUM REQUIREMENTS
D(PT14 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 GRAOE
(Inches)
1 6 6 12 6
2 8 8 15 7 18
3 10 10 18 8 24
NOTES:
Where unusual conditions or frost conditions are found. footings and
foundations shall be as required in Section 2907 (a).
The ground under the floor may be excavated to the elevation of the
top of the footing.
1)4'. Show foundation sills to be pressure treated,
f or equal. Sec. 2517(c) 3.
Show foundation bolt size and spacing.
Sec. 2907(e)
p(. Specify size, IC30 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. 2517
)4. Show pier size, spacing and depth into
undisturbed soil. Table 29-A
4 . Show minimum under floor access of 18"x 24'.
Sec. 2517
4. 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
lfrd'. 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-(.arch or better. (Table 25-A-I)
4. Show wall bracing. Every exterior wood
f stud wall and main cross partition shall
be braced at each and and at least every
25 feet of length with 1x4 diagonal
let-in brace or equivalent. Sec. 2518(g)5
lfr '. Note cross bridging or blocking. Floor f 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. 2506(q)
10. Show blocking at ends and at supports
of floor joists, and for rafters at exterior
walls. Sec. 2506(g)
fl'4. Show solid blocking at ridge line and
at exterior walls on trussed roofs.
Sac. 2506(g)
Show double joists. Floor joists shall
be doubled under bearing partitions running
parallel with the joists. Sec. 2518(d) S
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)
Show rafter purlin braces to be not less
than 45 degrees to the horizontal. -
Sec. 2518(h)
lfi. Show 1/2" minimum clearance between top
i' plate of interior partitions and bottom
chord of trusses. (To ensure loading
will be as designed.)
169. Show double top plate with minimum 48"
lap splice. Sec. 2518(g)4
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 in interior and exterior
walls, in mansard roof 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,
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. 2517(f)
Show stud size and spacing. Maximum allow-
able stud heights: 2"x4'8 16" is 14':
3"x4"&2'x6"9 16'o.c. is 20'. Sec. 2518(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
175 Specify nail size and spacing for all
shear walls, floor and roof diaPhragms.
ndi.cate required blocking. Maintain
maximum diaphragm dimension ratios.
(Tables L,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
X791 . Provide framing sections through____________
Section 302(a) 7
Specify all header sizes for opening over
,f 4' wide. Sec. 2518(q) 7
Provide calcul tionS for S'sr,'.1
C,ôs.,
Section 302(a) 7 O /•vO,, %'c-r
l~. In areas subject to water splash and in
I 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
Show location of attic access with minimum
/' size 22' * 30'. Sec. 3205
Show draft separation for attic areas
7 in excess of 3,000 sq.ft. Sac. 3205
Show draft 300aratiOfl. 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. Table 25-J
When roof pitch is less than 3:12, design
/ ridge as a beam. Sec. 2518 (h)
Wood shear walls shall not be used to
i' resist horizontal forces contributed by
masonry in buildings over one story in
height. Sec. 2516(b)
1/9. Gypsum lath and plaster, gypsum sheathing
7 board and gypsum wallboard shall not be
used in vertical diaphragms to resist
forces imposed by masonry or concrete
construction. Table 47-I
If cripple wall studs are less than l4.
f framing shall be solid blocking. Sac.2518(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. 2518(g)6
2 . Show access to the attic or under floor
I furnace to be minimum 30 inches by 30
/ inches. Sec. 708 709 UMC
2q. Note that passageway to the attic furnace
/ shall be unobstructed and have continuous
solid flooring not Less than 24 inches
wide. Sec 708 UMC
2J. Show permanent electrical outlet and
/ ,. lighting fi.'cture controlled by a switch
/ for the attic furnace. Sec. 708 UMC
$i. Show details to comply with Section '709
I for furnace under the floor, Section 708 / for attic furnace, or Section 710 for
/ roof or outside furnace.
2/2. 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. UBC Sec. 1706(a)6
. ELECTRICAL. (National Electrical Code)
-
ALL wiring shall comply with the National Electrical
Code.
Note on the plan the amperage of electrical
service.
If the electrical installation is more I than 200 amperes, show panel location
and provide a single line diagram and
load calculations including:
rJ
Show plywood sheathing over exposed eaves, Wiring method employed:
Sizes of all conductors, switches, or other weather exposed areas, is exterior
grade. Sec. 2517(g) circuit breakers, fuses, and conduits.
14. C. Approximate length of service feeders.
Show a weep screed at the foundation plate Provide plot plan showing services, I line on all exterior stud walls to be all panel locations, circuit arrangement
stuccoed. Sec. 4706(e) and load distribution on panel busses.
1A Provide an approved waterproof building Provide typical panel schedule(s).
paper under wood siding. Sec. 1701(a) 3 Dwellings require minimum 100 amp service.
Specify an approved flashing for exterior Show location' of all electrical receptacles. 7 openings and parapet walls. Sec. 3208
Show corridor width to be minimum 36'.
225 Electrical receptacle locatio s and/or
spacing is not adequate in I*,1'fr#1AJ .4t y Sec. 3304(b) p,L' CiuPJ, rju
Specify truss layout for 30' x 30' attic (. At least one receptacle shall be installed rcweAj access. outdoors, in basements and attached garages.
Ridges, hips, and valleys shall be at other than laundry outlets. Art. 210-25(b)
least one size larger than supported (? rafters. Sec. 2518(h) 3 /o,/o,_SlA Show minimum dwelling lighting (NEC
0 Provide metal straps across ridge beam
Art. 210-26(a) and GF!S in garage, baths
and outdoors. NEC Art. 210-8(a).
and rafters. Note UFER' ground to be provided (NEC).
J. MECHANICAL
All heating, ventilating, and cooling systems
and appliances shall comply with the Uniform
Mechanical Code.
3ic. Show the size, location and type of all
heating and cooling appliances or systems.
20t. Show source of combustion air for furnace I 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 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
207. Show ICSO approval for prefab fireplace
and provide approved installation instructions
at job site.
\........' Art. 250-81
L. PLUMBING (Uniform Plumbing Code)
All plumbing shall comply with the Unifrom
Plumbing Code.
Show water heater size, type and
location on plans.
3)1. Show method of providing combustion air
to fuel burning water heater. Sec. 1307
4. Fuel combustion water heater shall not be
I 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
240. Show 7 and P valve on water heater and
show route of discharge line to exterior
Sc. 1007(e)
2yf. Provide dryer vent to outside. UMC
Sec. 1903
24 . Note on the plan that hose bibbs and lawn
sprinkler systems shall have approved
backflow prevention devices. Sec. 1003
2)4. Shower stall shall accomodate a 30'circle
and have a minimum floor area of 900 sq.in.
UPC 909(d)
Not. at the ext.rtorwaLt fireplace )/.
irpLaCe to have 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 I. OtSt ZNSUI.XttCN l022t.E$i and should not have a continuous burning
Show etsss of duplex romeon party' walls pilot light'.
md oor. reiline assume lies CO 212. Note ducts shall comply with Chapter 10.
i Sound 7r3niMLSSIOR .sz ,attt1g / 1976 UNC and shall be tightly sealed in d4its or ill l.ctl(s and in Cipact with mastic or tape. £fl3ulatiOn Class I 11i1 rating on (tour.
L1'. Note at the water heater location 'water Title a" ceiling of 0 jeciOlas.
heater to have wrap of R-12 external 261. Show now penetration of aasiO&J.I1 for insulation. piping. electrical devicss. recessed cabinets.
ventilating. /2.Note, where water heater is in unconditioned baCfltuO5. ioffits. or heating
ducts snail be sealed. timed. space, the first five feet of outlet or exhaust
or insulated to saintain required sound pipe to have R-3 wrap.
transmission racing. Title 23 28(. Note all circulating hot water pipes
162. Provide insulation in watts £rsd ceiling
" in unconditioned spaces shall be insulated.
to acniev. STC of 50 between garage and 6. Note that all gas fired heating and Lmvthg area If garage use is not controlled cooling appliances, showers and faucets
by resident Title 25. shall comply with the Energy Efficiency Standards. I. OCERCY COSSEBVAT!ONs Please Read 2pm. Show, at bath and kitchen, that the New State Mandated Regulations / general lighting shall have an efficiency (Calif. Admin. Code) became effective of not less than 25 lumens per watt June 16. 1963 and require that the i.e. florescent. design satisfy one of the alternative 21. N0e that heating or cooling systems energy packages (see attached package. / (except heat pumps) shall have an automatic A. B, C. 1. 2. 3. 4 and AS 163). The thermostat with mechanism which can be law also requires that many mandatory manually programmed to automatically nsurvation items be satizfied.
set back the thermostat set points for (_.4,1tcd,4 is in zone 7 . at least two periods within 24 hours. Copies of the Residential Energy Show the size, type and location of Conservation Manual may be obtained I the space heating (or cooling) system from: Publications Unit. California and provide energy calculations it the Energy Commission. 1111 Howe Ave. 1 -50, output BTU/Mr. exceeds 45,000 BTU/Hr. Sacramento, California 95825. (Tel. output. (916) 920-6216)). California Building 3" Show makeand model for PRO u water lescar Officials also maintain a telephone
hotline between 10:00 A.M. and Noon are on State approved List. and 1:00 P.M. to 4:00 P.M. at (916) Outdoor pools With fossil fuel heaters 456-3823. / require pool covers as well, as otner energy
,34 Show on the title sheet of the plans. saving devices aura as time cieca... etc. the alternative energy package that -20-1 404 was selected i.e. A. B. C. 1, 2, 3. 4. or AS 163 to show compliance, and 0. NISCLLANEOUS
provide calculations and other data, 3fr( Show a minimum 2 air space and flashing appropriate to that selected packs e.
The responsible designer should )
/ between planter and building walls.
Sec.2517(e) a statement, on the plan title The design submitted substantially )9.' Specify material to be used under the
Sec. 1707(a) shower tile. conforms to the Energy Regulations
for Residential Buildings*. Specify lath and plaster to comply with ,3?' Chapter 47, USC. 3 I(. Show the R value for the walls and ceiling and related areas. Two 3/4 copper pipes must be installed
Y(. Note that the insulation used shall / from water heater location to convenient
location of future solar panels (City Ord.) comply with California Quality Standards.
Provide sleeves (roof jacks) in roof for Note the insulation installer shall two future 3/4 copper pipes to Cunveflient post a signed certificate, in a conspicious
location of future solar panels (City Ord.) place in the building, stating the
insulation complies with Title 24. chapter . Note :nat solar water oiptng is to be insulated 2-53 and Title 20, Chapter 2. Subchapter in areas that are not seated or Tooled. 4, Article 3. (City Ord.)
Note doors and windows, including skylights. between conditioned and non-conditioned 0 Building plans are substantially correct sgce shall tin, fully weatherst p om'/ /. f)I4JOOa), and complete. ,( N'ote on he framing plan that weather- t By: stripping, caulking or sealants must be used to limit filtration in the Dates building envelope at the following locations:
Exterior joints around windows and door Q Building plans would be substantially correct frames; between wall sole plates and floors, and complete is minor corrections are made and u.twwen exterior wail panels; at counter. penetrations in walls, ceilings, and
By: floors for plumbing, electricity, and
gas lines; openings in attic floors; Date: and ill other openings in the building
envelopu. 0 Building plans require major correction, and Note that doors and windows to be certified
and lace led as complying with the Energy
complete plan recheck, by plan check engineer, is required.
Regulations. By: /(. Note fans exhausting air to have back Date: draft dampers.
I! you have any questions regarding
this plan check, please call___________
at________________________________________
We would also be pleased to meet with you, at no charge, if additional assistance is needed.
Citp at CarIba
PLAN CHECK NO.
OWNER
PLAN RECT.
-
PLAN CHKD.
-
CHK'D. BY
Aeo U. /45 /
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1
TABLE 2-1. ALTERNATIVE COMPONENT PACKAGES FOR CLIMATE ZONE 7
Package
Component A B C
BUILDING ENVELOPE
Insulation Minimums
Ceiling . R 19 R 30 ft 19
Wall' Rh (R 2.5) R H (R 2.5) R 11 (ft 2.5) -
Slab Floor Perimeter. no req'ment a 7 no req'ment
Raised Floor R 11 ft 11 R 11
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 SYST(
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
The value in parentheses is the ft-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 contactwith the masonry wall, shall be exposed to the room air.
The exterior wall used to meet the ft-value in parentheses cannot be used
to meet the above thermal mass requirement.
hcre natural gas is not available, zonally controlled electric regis-
ice or radiant heating systems may be used.
0
48
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STATE OF CALIFORNIA—THE RSOURCE AGENCY GEOlCE DEUKMEJIAN. Go.wno,
- RCETVED
CALIFORNIA ENERGY COMMISSION
516 NINTH STREET AUG 19 1983 0 .ACRAM(NTO. CALIFORNIA 9581A
NOTICE OF STATUTORY. CHANGES FSCIL CCFPORTI3?I
IN THE RESIDENTIAL BUILDING STANDARDS OCH(SAP€ARE DR
Newly enacted legislation (AB 163 [Gog1nJ), 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 princil
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.
.iilders 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 ener'y
performance of all buildings in the group meets the standards' energy budget.
hn 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.
rrf: the same computation, using the proposed building's actual glazing
area, 3riertation, and distribution, and it:; actual energy conservation features.
Jesign complies if the energy consumption or point system total is equal to or
better than the goal established in Step I.
Mailed to lists 408, 409, 050, 053 on 8/15/83
OTHM 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, California d 4P4,izr4b4V QuUø
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.
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.)
(PLANATIONS OF THE RUIREITS IN THE NEV AB 163 PACKAGE$ (See TABLE) The
following requirements apply if builders elect to use the packages in AB 163.
(For requirerents of other packages or compliance methods, consult the standards
or the Energy 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 requirement.
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
requirementsis 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, out AB 1t3 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.
IniltiatiGn barriers and air-to-air heat exchangers are not required in any
climate zone by these packages.
RECUIREMENTS NEW Ms 161 PACKAGES
WHERE REQUIR:ENTS DIFFER FOR SLAB AND RAISED FLOOR CONSTRUCTION, FlitST VALUE IS FOR SUB FLOOR AND SECOND VALUE IS FOR RAISED FLOOR. EXAMPLE: IN CLIMATE ZONE 1, ThE FLOOR INSULATICN REQUIRFirr, "NR/19", MEANS THAT TIRE IS NO REQUIRElEWF FOR SLAB EDGE INSULATION Btfr R-19 FLOOR INSULATION IS REQUIRED FOR RAISED FLOORS.
Climate Zone
Building Envelope S S
Insulation Minimts
' S
Ceiling, R value 38 30 30 30 30 30 30 30 30 30 30 30 30 38 38 38 Wall, B value 19 11 11 11 11 11 11 11 fl 11 11 11 11 11/19 11 11/19 Floor, R value Mt/19 NR/19 NR/19 NR/19. NR/19 NR/19 NR/19 NR/19 NR/19 NR/19 Nit/ 19 NR/19 NR/19 NR/19 NR/19 7/19 Attic REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ REQ
Glazing S
Maximum i' 2 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, 16 16 20 20 16 20 20 20 20 20 16 16 16 16 16 16
Shading Coefficient S S S
South-facing HR Nh Ni HR Mt NR HR 0.36 0.36 0.36 NB 0.36 0.36 0.36 0.35 hR East-facing HR HR Nit HR Nh NR HR 0.36 0.36 0.36 NR 0.36 0.36 0.36 0.36 Na e.-facing HR HR NR NIt HR 0.36 NR/0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 0.36 LR North-facing HR HR HR HR HR. HR HR 0.36 0.36 0.36 NR 0.36 0.36 0.36 0.36 HR
Tnemal Pass. % 25/NR 25/HR 25/NR 25/HR 25/HR 25/5 25/5 25/5 25/10 25/5 25/HR 25/5 25/5 25/HR 256 25/Nft
EIectrica Cutlet
Gaskets REQ HR HR/REQ Nfl HR Mt Mt HR NR HR , HR HR Mt REQ/HR REQ kR
nearing & Cooling
Systems
Gas furnace
efficiency. % 72/11 71 71/79 71 71/79 71 71 71 71/714 71 71 79 71 71 71 71
Climate Zone
1. a a 'i 5, . It 32 ii it 15. It
Heat puio
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 e.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 9:5 ' 8.5
Water heating System Type !.a'ural gas, heat punp, or solar with any kind of backup
NOTES: 1.' U value of 0.5 means :ouble glazed.
G.azir.3 area is percen,aie of conai'ioned floor space.
Thrtr.a mass requirenen' based on percentage of first- floor area. Ga'ice's requlreo only on exer1or balls.
S ' I*a' pu.r. have a'.omatic dual se'bacc '.nermos'a'z in zones 1, 3. 5, 7. 15, and 16. After July 1, 1984.
S £1. near pups lns'alled as components of 'nese packages must have autox.atic jual 3e'b304c thermostats. S
Dates
Prepared byt
QI.&) A(/..J'c:
Jurisdiction 61?L5 /4O -
Bldg. Dept.
VALUATION AND PLAN CHECK FEE 0 Esgil
PLAN CHECK NO.___________
BUILDING ADDRESS
APPLICANT/CONTACT ,4
BUILDING OCCUPANCY
TYPE OF CONSTRUCTION VA)
PHONE NO.? 2 -, c 5
DESIGNER PHONE_____________
CONTRACTOR PHONE___________
BUILDING PORTION BUILDING AREA VALUATION
MULTIPLIER
VALUE
______
9 3a /3
Air Conditioning_
Commercial
-
-
2.80 -
Residential - 2.40
Res. or Comm.
Fire Sprinklers - ______________
1.50
-
Total Value
Fee Adjusted To Reflect
aifa pe.dR.e i-1 i-chsZ( e.1-I&&5.)
Building Permit Fee.$ 58o5O
Plan Check Fee $ $ '377.,35,
COMMENTS:
8/4/82
RECEIVED
NOV 151984
CITY OF CARLSBAD
Building Department
PLAN CHECK NUMBER . / DRESS 2 777 t'_t
PLANNING: TYPE OF STRUCTURE . - ZONE:__________
CITY OF. CARLSBAD
SCHOOL FEES: SAN DIEGUITO_____________________
CARLSBAD
% COVERAGE________________________________
BUILDING HEIGHT \
FENCES! WALLS
TWO CAR GARAGE
ENCINITAS_____________________
SAN MARCOS
REQUIRED SETBAC
FRONT________
SIDE__________
REAR
COMMENTS:
Nii
-4
vi
REDEVELOPMENT APPROVAL REQUIRED.: o U '-0 I-LU
LU
cy ow
___ LANDSCAPE PLAN COMMENTS:_______
ENVIRONMENTAL REQUIRED:
ADDITIONAL COMMENTS:
(OK TO ISSUE: _-_ DATE:'\'¼\"\b' OK TO FINAL:_________ DATE:_____________
'1
ENGINEERING LEGAL DESCRIPTION VERIFIED? A.P.N. CHECKED?____
,4/'7 PARK IN LIEU
R.O.W:M* id'Lrs1YI2) IMPROVEMENTS: ,ix€T
JØ Lf? 37f67 ty'i7 OJ 'tC'C-.Z2 •
\ (••
jt o? , , -y
7kV N1j E. 0 U:./
~~SEWER:
LATERAL: ?" DRIVEWAY: IlSiw
uj GRADING PERMIT: , )/779 ? LLJ LAJ
DRAINAGE: '' "— '" '°'R
E EASEMENTS: AA1#er\J'7 ADDITIONAL COMMENTS:
0 w F~
Uj El 0: cr --.--
OK TO ISSUE: ( - 1-7cj/" DATE
* ENGINEERING
PUBLIC WORKS INSPECTOR: ________________
FINAL OK: DATE:
* IF THIS ITEM IS NOT CHECKED, BUILDING DEPARTMENT WILL MAKE ALL INSPECTIONS
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
S
S
S
S
S
S
LIMITED SOIL INVESTIGATION
PROPOSED MULLIGAN RESIDENCE
2777 WILSON STREET
CARLSBAD, CALIFORNIA
PREPARED FOR:
Mr. Thomas Mulligan
1197 Chesnut Avenue
Carlsbad, California 92008
PREPARED BY:
Southern California Soil & Testing, Inc.
Post Office Box 20627
S 6280 Riverdale Street
San Diego, California 92120
S
L (Y2
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SOUTHERN CALIFORNIA SOIL AND TESTING., INC.
6280 RIVERDALE ST. SAN DIEGO, CALIF. 92120 • TELE 2804321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92120
74 -831 V E L I E WAY PALM DESERT, CALIF. 92260 • T E L E 346-1070
678 ENTERPRISE ST. ESCONDIOD, CALIF. 92025 • T E L E 746-4544
December 13, 1984
Mr. Thomas Mulligan SCS&T 25234
1197 Chesnut Avenue Report No. 1
Carlsbad, California 92008
SUBJECT: Report of Limited Soil Investigation, Proposed Mulligan Resi-
dence, 2777 Wilson Street, Carlsbad, California.
Dear Mr. Mulligan:
In accordance with your request, we have performed a limited soil investi-
gation for the subject project. The findings and recommendations of our
study are presented herewith.
In general , we found the site suitable for the proposed development pro-
vided the recommendations presented in the attached report are followed.
If you have any questions regarding this report, or if we may be of fur-
ther service, please do not hesitate to contact our office.
Respectfully submitted,
S0 ERN ALIF0 OIL & TESTING, INC.
Daniel B. Ad r, R.C.C. #36037
DBA:mw
cc: (6) Submitted
(1) SCS&T, Escondido
•
SOUTHERN CALIFORNIA SOIL AND TESTING, INC.
I
TABLE OF CONTENTS
PAGE
I ntroduction and Project Description....... .. ....... .... ........
P roject Scope.......... .. ........... •..... ...... ...................... ...1
F indings... ..... . •1 • • • • • • • • • • • . •... ..... •.. . . . . . . •.... . . • • • • ......... .. . .2
Site and Soil Description ............................................2
Conclusions and Recommendations.... ...... ......... .. ................. ....3
Site Preparation.... ................................. .......... .... ..3
D rainage...... . . . . . .. . ........ . . . . . . . • .. . . •.......... .4
Earthwork .... . . . . . . . . . . . . . . . . . . . . . . • , • • • , .. . . . . . . . . . . . . . . . . .4
Slope Stabil ity .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4
Foundations. .. •......... . . . . . . . . . . . . . . . . . . •. . ......... . ........ . . . .4
General ......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .4
R einforcement.........•,•• I,lS•I • SI l l • S Sl•l SIS•••• 55
Expansive Characteristics .......................................5
Foundation Excavation Observation....5.. ... . .................
Concrete Slabs-on-Grade.........................................5
Earth Retaining Structures............. • .. . . .. . . . . . . . . . . . . . . . . .. .5
Active Pressure.. . . •1 • • . . . .......... •,...... ....5
Passive Pressure................................................6
Backfill... ................ ..... ................................6
I Factor of Safety ...... ...... ........ .... ......... .... ........... 6
Limitations........... ........... •......... •,•••.• •••• .1.16
Review, Observation and Testing......... .............................6
Uniformity of Conditions.............................................7
Change in Scope ....... ... ...... ......................................7
Time Limitations...... •...•...... .......... .5 •......... .... ...... 00.7
I Professional St a n d a rd . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Client's Responsibil ity..................... .........................8
Field Explorations......... .... .. ...... .................. .... . ... . ... ....Y
L aboratory Testing..................... S..... ............................9
•
ATTACHMENTS
Plate 1 Plot Plan
Plate 2 Unified Soil Classification Chart
Plate 3-4 Pit Logs
Plate 5 Single Point Consolidation Test Results
Plate 6 Direct Shear Summary
APPENDIX
I
Recommended Grading Specifications and Special Provisions
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SOUTHERN CALIFORNIA SOIL AND TESTING, INC.
6200 RIVERDALE ST. SAN DIEGO, CALIF. 92120 • TELE 2804321 • P.O. BOX 20627 SAN DIEGO, CALIF. 92120
0 74031 V E L I E WAY PALM DESERT, CALIF. 92260 TELE 346-1070
670 ENTERPRISE ST. ESCONDIDO. CALIF. 92025 • T E L E 746-4544
LIMITED SOIL INVESTIGATION
MULLIGAN RESIDENCE
2777 WILSON STREET
CARLSBAD, CALIFORNIA
INTRODUCTION AND PROJECT DESCRIPTION
This report presents the results of our limited soil investigation for the
proposed Mulligan Residence to be located at 2777 Wilson Street in the
City of Carlsbad, California.
It is our understanding that -the subject site will consist of the construc-
tion of a single-story residential structure of wood-frame construction.
Shallow foundations as well as conventional slab-on-grade floor systems
are anticipated. Grading will consist of cuts and fills less than three
feet high.
To assist in the preparation of this report we were provided with a site
plan prepared by B. A. Warthing, Inc., dated October 1984. The site
configuration and approximate location of our subsurface explorations are
shown on Plate Number 1 of this report.
S
PROJECT SCOPE
This investigation consisted of: surface reconnaissance; subsurface
explorations; obtaining representative disturbed samples; laboratory
SOUTHERN CALIFORNIA SOIL 'AND TESTING, INC.
SCS&T 25234 December 13, 1984 Page 2
testing; analysis of the field and laboratory data; and preparation of
this report. Specifically, the intent of this analysis was:
Explore the subsurface conditions to the depths influenced by the
proposed construction.
Evaluate, by laboratory tests, the pertinent engineering proper-
ties of the various strata which will influence the development,
including their bearing capacities, expansive characteristics and
settlement potential.
Develop soil engineering criteria for site grading.
Determine potential construction difficulties and provide recom-
mendations concerning these problems.
Recommend an appropriate foundation system for the type of struc-
tures anticipated and develop soil engineering design criteria
for the recommended foundation design.
FINDINGS
SITE AND SOIL DESCRIPTION
The subject site is located at 2777 Wilson Street in the City of Carlsbad.
The rectangular shaped site is surrounded by residential developments and
is connected to the street by a narrow corridor. The property is pres-
ently vacant and slopes gently towards the west. Vegetation consists of
minor grasses, shrubs and some trees.
As encountered in three test pits and the site is covered by one foot of
moist, brown, loose to medium dense, silty, sandy topsoil. This material
SOUTHERN CALIFORNIA SOIL AND TESTING. INC.
El]
SCS&T 25234 December 13, 1984 Page 3
is underlain by terrace deposits consisting of moist, red brown, medium
dense, slightly porous silty sands, and slightly silty poorly graded
sands.
CONCLUSIONS AND RECOMMENDATIONS
No geotechnical conditions were encountered which would preclude the
construction of the proposed addition provided the recommendations pre-
sented herein are implemented.
The site is covered by a thin mantle of compressible topsoils extending to
a depth of one foot. Due to its settlement potential, this material is
considered, in its present condition, unsuitable for the support of settle-
ment sensitive improvements and will require remedial grading as described
herein.
The prevailing foundation soils were found to be nondetrimentally expan-
sive.
SITE PREPARATION •
GENERAL: Site preparation should begin with the removal of all deleteri-
ous matter and vegetation from areas to receive the structure. Existing
surface soils underlying areas to receive structural loads and fills
should be scarified to a depth of 12 inches, moisture conditioned and
recompacted to at least 90 percent as determined in accordance with ASTM
0-1557-78 Method A or C. The soils should be recompacted at a minimum
moisture content equal to optimum. The limits of site preparation opera-
tions should be five feet beyond the perimeter of the structure and other
settlement sensitive improvements such as driveways and patios. Fill
soils generated from on-site cutting operations should be placed in thin
• compacted layers until desired operations are reached.
•
SOUTHERN CALIFORNIA SOIL AND TESTING. INC.
SCS&T 25234 December 13, 1984 Page 4
DRAINAGE: The site should be graded and maintained such that surface
drainage is directed away from structures and the top of the existing
slope into swales or other controlled drainage devices.
EARTHWORK: All earthwork and grading contemplated for site preparation
should be accomplished in accordance with the attached Recommended Grading
Specifications and Special Provisions. All special site preparation
recommendations presented in the sections above will supersede those in
the standard Recommended Grading Specifications. All embankments, struc-
tural fill and fill should be compacted to minimum of 90% at slightly
over optimum moisture content. Utility trench backfill within 5 feet of
the proposed structures and beneath asphalt pavements should be compacted
to a minimum of 90% of its maximum dry density. The maximum dry density
of each soil type should be determined in accordance with A.S.T.M. Test
Method 1557-78, Method A or C.
I SLOPE STABILITY
Although no significant slopes are anticipated, it is our opinion that cut
and fill slopes constructed at a 2:1 (horizontal to vertical) inclination
will be stable against deep-seated rotational failure to a height of at
least ten feet.
FOUNDATIONS
GENERAL: Conventional shallow footings founded at least 12 inches below
lowest adjacent finished grade and having a minimum width of 12 inches are
recommended for the proposed structure. Footing depth does not include
concrete slab and base material thickness. Such footings may be designed
for an allowable soil bearing pressure of 1500 psf. This bearing pressure
may be increased by one-third when considering wind and/or seismic load-
ing.
Ll
SOUTHERN CALIFORNIA SOIL AND TESTINO. INC.
SCS&T 25234 December 13, 1984 Page 5
REINFORCEMENT: It is recommended that minimum reinforcement consist of
two continuous No. 4 reinforcing bars, one located near the top of the
footing and one near the bottom. This reinforcement is based on soil
characteristics and is not intended to be in lieu of reinforcement neces-
sary to satisfy structural considerations.
EXPANSIVE CHARACTERISTICS: The soils exposed at bearing levels were
18 visually classified as nonexpansive the recommendations provided in this
report reflect this condition.
FOUNDATION EXCAVATION OBSERVATION: All footing excavations should be
observed by our representative prior to forming.
CONCRETE SLABS-ON-GRADE: Concrete slabs-on-grade should have a minimum
nominal thickness of four inches and be reinforced with a 611x6u_W1.4xW1.4
(6"x6'-10/10) welded wire fabric throughout. Special care should be
exercised during concrete placement so that the mesh is placed in the
middle of the slab. A two-inch layer of clean coarse sand or crushed rock
should be provided underneath the slabs. Where moisture sensitive floor
coverings are planned, the slab should be underlain by a visqueen moisture
barrier. A two-inch thick layer of clean sand should be provided above
the visqueen to allow proper concrete curing.
EARTH RETAINING STRUCTURES
ACTIVE PRESSURE: The active soil pressure for the design of earth retain-
ing structures with level backfills may be assumed to be equivalent to the
pressure of a fluid weighing 32 pounds per cubic foot for walls free to
yield at the top (unrestrained walls). If any surcharge loadings are
anticipated this office should be contacted for the necessary change in
soil pressure. This value also assume granular and drained backfill
conditions.
.
SOUTHERN CALIFORNIA SOIL AND TESTINO. INC.
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SCS&T 25234 December 13, 1984 Page 6
I
PASSIVE PRESSURE: The passive pressure for prevailing soil conditions may
be considered to be 400 pounds per square foot per foot of depth. This
pressure may be increased one-third for seismic loading. The coefficient
of friction for concrete to soil may be assumed to be 0.43 for the resis-
tance to lateral movement. When combining frictional and passive resis-
tance, the latter'should be reduced by one-third. The upper 12 inches of
soil should not be included in passive pressure calculations.
BACKFILL: All backfill soils should be compacted to at least 90% relative
compaction. Expansive or clayey soils should not be used for backfill
material within a distance of five feet from the back of the wall. The
retaining structure should not be backfilled until the material in the
wall has reached an adequate strength.
FACTOR OF SAFETY: The above values, with the exception of the soil to
concrete friction coefficient, do not include a factor of safety. Appro-
priate factors of safety should be incorporated into the design of all
earth retainig structures to reduce the possibility of overturning and
sliding.
S LIMITATIONS
REVIEW, OBSERVATION AND TESTING
I
The recommendations presented in this report are contingent upon our
review of final plans and specifications. The soil engineer and engineer-
ing geologist should review and verify the compliance of the final grading
plan with this report and with Chapter 70 of the Uniform Building Code.
It is recommended that Southern California Soil & Testing, Inc. be re-
tained to provide continuous soil engineering services during the earth-
work operations. This is to observe compliance with the design concepts,
SOUTHERN CALIFORNIA SOIL AND TESTING. INC.
SCS&T 25234 December 13, 1984 Page 7
specifications or recommendations and to allow design changes in the event
that subsurface conditions differ from those anticipated prior to start of
construction.
UNIFORMITY OF CONDITIONS
The recommendations and opinions expressed in this report reflect our best
estimate of the project requirements based on an evaluation of the subsur-
face soil conditions encountered at the subsurface exploration locations
and the assumption that the soil conditions do not deviate appreciably
from those encountered. It should be recognized that the performance of
the foundations and/or cut and fill slopes may be influenced by undis-
closed or unforeseen variations in the soil conditions that may occur in
the intermediate and unexplored areas. Any unusual conditions not covered
in this report that may be encountered during site development should be . brought to the attention of the soils engineer so that he may make modifi-
cations if necessary.
CHANGE IN SCOPE
This office should be advised of any changes in the project scope or
proposed site grading so that it may be determined if the recommendations
contained herein are valid. This should be verified in writing or modi-
fied by a written addendum.
TIME LIMITATIONS
The findings of this report are valid as of this date. Changes in the
condition of a property can, however, occur with the passage of time,
whether they be due to natural processes or the work of man on this or
adjacent properties. In addition, changes in the State-of-the-Art and/or
Government Codes may occur. Due to such changes, the findings of this
SOUTHERN CALIFORNIA SOIL AND TESTINC. INC.
SCS&T 25234 December13, 1984 Page 8
report may be invalidated wholly or in part by changes beyond our control.
Therefore, this report should not be relied upon after a period of two
years without a review by us verifying the validity of the conclusions and
recommendations.
PROFESSIONAL STANDARD
In the performance of our professional services, we comply with that level
4 of care and skill ordinarily exercised by members of our profession cur-
rently practicing under similar conditions and in the same locality. The
client recognizes that subsurface conditions may vary from those encoun-
tered at the locations where our borings, surveys, and explorations are
made, and that our data, interpretations, and recommendations are based
solely on the information obtained by us. We will be responsible for
those data, interpretations, and recommendations, but shall not be respon-
sible for the interpretations by others of the information developed. Our
services consist of professional consultation and observation only, and no
warranty of any kind whatsoever, express or implied, is made or intended
in connection with the work performed orto be performed by us, or by our
proposal for consulting or other services, or by our furnishing of oral or
written reports for findings.
CLIENT'S RESPONSIBILITY
It is the responsibility of Mr. Thomas Mulligan, or his representatives to
ensure that the information and recommendations contained herein are
brought to the attention of the engineer and architect for the project and
incorporated into the project's plans and specifications. It is further
his responsibility to take the necessary measures to ensure that the
contractor and his subcontractors carry out such recommendations during
construction.
SOUTHERN CALIFORNIA SOIL AND TESTING. INC.
SCS&T 25234 December 13, 1984 Page 9
FIELD EXPLORATIONS
Three subsurface explorations were made at the locations indicated on the
attached Plate Number 1 on November 28, 1984. These explorations con-
sisted of shallow hand dug pits. The field work was conducted under the
observation of our engineering geology personnel.
The explorations were carefully logged when made. These logs are pre-
sented on the following Plates Number 3 and 4. The soils are described in
accordance with the Unified Soils Classification System as illustrated on
the attached simplified chart on Plate 2. In addition, a verbal textural
description, the wet color, the apparent moisture and the density or
consistency are provided. The density of granular soils is given as
either very loose, loose, medium dense, dense or very dense. The consis-
tency of silts or clays is given as either very soft, soft, medium stiff,
stiff, very stiff, or hard.
Disturbed and undisturbed samples of typical and representative soils were
obtained and returned to the laboratory for testing.
Pi LABORATORY TESTING
Laboratory tests were performed in accordance with the generally accepted
American Society for Testing and Materials (A.S.T.M.) test methods or
suggested procedures. A brief description of the tests performed is
presented below:
a) MOISTURE-DENSITY: Field moisture content and dry density were
determined for representative undisturbed samples. This informa-
tion was an aid to classification and permitted recognition of
variations in material consistency with depth. The dry unit
weight is determined in pounds per cubic foot, and the field
moisture content is determined as a percentage of the soils's dry
weight. The results are summarized in the test pit logs.
SOUTHERN CALIFORNIA SOIL AND TESTING. INC.
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SCS&T 25234 December 13, 1984 Page 10
I b) CLASSIFICATION: Field classifications were verified in the
laboratory by visual examination. The final soil classifi-
cations are in accordance with the Unified Soil Classification
system.
U
CONSOLIDATION TEST: Single point consolidation tests were per-
formed on selected "undisturbed" samples. The consolidation
apparatus was designed to accomodate a 1-inch high by 2.375-inch I or 2.500-inch-diameter soil sample laterally confined by a brass
ring. Pärous stones were placed in contact with the top and
bottom of the sample to permit the addition or release of pore
fluid during testing. A single load of 5.16 ksf was applied to
I the samples. The percent consolidation for each load is reported
as the ratio of the amount of vertical compression to the origi-
nal one-inch sample height. The test samples was also inundated
to determine its behavior under the anticipated footing load as
Ll soil moisture increases. The results of these test are presented
on the attached Plate Number 5.
DIRECT SHEAR TESTS: Direct shear tests were performed to determ-
ine the failure envelope based on yield shear strength. The
shear box was designed to accomodate a sample having a diameter
of 2.375 inches or 2.50 inches and a height of 1.0 inch. Samples
were tested at different vertical loads and at saturated moisture
content. The shear stress was applied at a constant rate of
strain of approximately 0.05 inches per minute. The results of
these tests are presented on attached Plate Number 6.
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SOUTHERN CALIFORNIA SOIL AND TESTING. INC.
SCALE 16O
LEGEND
*PIT TEST LOCATION
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SOUTHERN CALIFORNIA
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-
MULLIGAN RESIDENCE
BY: DBA DATE: 12-13-84
JOB NUMBER: 25234 1 Plate
SUBSURFACE EXPLORATION LEGEND
UNIFIED SOIL CLASSIFICATION CHART
r L
I.
SOIL DESCRIPTION GROUP S'i?'tSOL
1. COARSE GRAINED, More than
half of material is larcer
than No. 200 sieve size.
GRAVELS CLEAN GRAVELS OW
More than half of
coarse fraction is
larger than No. 4 OP
sieve size but
smaller than 3'.
GRAVELS WITH FINES GM
(Appreciable amount
of fines) GC
SANDS CLEAN SANDS SW
More than half of
coarse fraction is 5?
scalier than No. 4
sieve size. SANDS WITH FINES SM
(Appreciable amount
of fines) SC
11. _FINE GRAINED, More than
half of material is smaller
than No. 200 sieve size.
SILTS AND CLAYS ML
Liquid Limit CL
less than 50
OL
SILTS AND CLAYS
Liquid Limit CH
greater than 50
OF
HIGHLY ORGANIC SOILS T
TYPICAL HAYIES
Well graded gravels, gravel-
sand mixtures, little or no
fines.
Poorly graded gravels, gravel
sand mixtures, little or no
fines.
Silty gravels, poorly graded
gravel-sand-silt mixtures.
Clayey gravels, poorly
graded gravel-sand, clay
mixtures.
Well graded sand;avelly
sands, little 0r no fines.
Poorly graded sans,gravelly
sands, little or no fines.
Silty sands, poorly graded
sand and silt mixtures.
Clayey sands, poorly graded
sand and clay mixtures.
Inorganic silts and very
fine sands, rock flour, sandy
silt or clayey-silt-sand
mixtures with slight plast-
icity
Inorganic clays of la., to
medium plasticity,gravelly
clays, sandy clays,silty
clays, lean clays.
Organic silts and organic
silty clays of low plasticity
Inorganic silts, micaceous
or diatomaceous fine sandy
or silty soils, elastic
silts.
Inorganic clays of high
plasticity, fat clays.
Organic clays of redium
to high plasticity.
Peat and other highly
organic soils.
- Water level at time of excavation or as indicated
US - Undisturbed, driven ring sample or tube sample
CK - Undisturbed chunk samp12
BG - Bulk sa,mple
SOIL & TESTING, INC.
SOUTHERN CALIFORNIA
Bmeo RIVEROALE STREET
BAN DIEGO, CALIFORNIA 92120
MULLIGAN RESIDENCE
BY DBA (DATE 12-13-84
JOB NO.
25234 1 Plate No. 2
z
-
W 0
PIT NUMBER 1
4
a ELEVATION
0. w
-J 0 DESCRIPTION
0- —
- SM Brown Silty Sand
(Topsoil)
CK SM& Red Brown Silty Sand &
-
SM! Slightly Silty Poorly SP
Graded Sand (Terrace Flenci 3 - ____
PIT ENDED AT 3'
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Medium
Dense
Moist Medium 122.1 6.0 -
Dense
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PIT NUMBER 2
0 - —
- SM Brown Silty Sand
1 (Topsoil)
c
' L BAG SM& Red Brown Silty Sand &
2 SM! Slightly Silty Poorly
- SP Graded Sand
(Terrace _Deposits)
3 --a--
- PIT ENDED AT 3'
Moist Loose To
Medium
Dense
Moist Medium
Dense
I
I
I ,SOUTHERN CALIFORNIA
SOIL & TESTIPIG,INC.
SUBSURFACE EXPLORATION LOG
LOGGED BY DATE LOGGED:
CRB 11-28-84
JOB NUMBER:
25234 Plate No.3
z
W 2 PIT NUMBER 3
W -
-J
-Jo ELEVATION
)- a. 'ci
(I) Ui
-J 0 DESCRIPTION
SM Brown Silty Sand
(Topsoil)
f
Red Brown Silty Sand &
1
SM&
2SM! Slightly Silty Poorly
SP Graded Sand
(Terrace DeDosits)
13
Z z
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Moist Loose To
Medium
Dense
Moist Medium
Dense 119.9 8.5
rm
PIT ENDED AT 3'
rM
Do ,SOUTHERN CALIFORNIA
SOIL & TESTING,fl4C.
SUBSURFACE EXPLORATION LOG
LOGGED BY DATE LOGGED: CRB 11-28-84
JOB NUMBER:
25234 Plate No. 4
SINGLE POINT CONSOLIDATION TEST RESULTS
SAMPLE NO. P1 @ 1.5' P3 @ 2'
INITIALMOISTURE, % 6.0 8.5
- INITIAL DENSITY, PCF 122.1 119.9
- % CONSOLIDATION BEFORE WATER ADDED 1.0 1.0
- % CONSOLIDATION AFTER WATER ADDED 1.6 1.0
- FINAL MOISTURE, % 12.3 12.2
- AXIAL LOAD, KSF 2.58 2.58
I.
IV I
SOUTHERN CALIFORNIA
SOIL & TESTING, INC.
2C pIvALE 8TpET
AN OiQD, CALIFORNIA •1C MULLIGAN
BY IDATE
DBA 12-13-
JOB NO.
DIRECT SHEAR SUMMARY
1
_._n.
jj
ft.
k
1 2 3 4 5
2M L 2L
NORMAL STRESS, KSF
ANGLE OF INTERNAL COHESION INTERCEPT
SAMPLE DESCRIPTION FRICTION (°) (psf)
P2 @ 1.5' Remolded To 35 150
Natural Density
& Moisture Content
LM
I SOUTHERN CALIFORNIA L MIiIIT(A
L& SOIL &TESTING,INC. ..Li
DBA
JOB NUMBER:
----
OAT E12- 13-84
Plate Q
SCS&T 25234 December 13, 1984 Appendix, Page 1
MULLIGAN RESIDENCE, 2717 WILSON STREET, CARLSBAD, CALIFORNIA
RECOMMENDED GRADING SPECIFICATIONS - GENERAL PROVISIONS
GENERAL INTENT
The intent of these specifications is to establish procedures for clear-
ing, compacting natural ground, preparing areas to be filled, and placing
and compacting fill soils to the lines and grades shown on the accepted
plans. The recommendations contained in the preliminary soil investiga-
tion report and/or the attached Special Provisions are a part of the
Recommended Grading Specifications and shall supersede the provisions
contained hereinafter in the case of conflict. These specifications shall
only be used in conjunction with the soil report for which they are a
part. No deviation from these specifications will be allowed, except
where specified in the soil report or in other written communication
signed by the Soil Engineer.
OBSERVATION AND TESTING
Southern California Soil & Testing, Inc. shall be retained as the Soil
Engineer to observe and test the earthwork in accordance with these speci-
fications. It will be necessary that the Soil Engineer or his representa-
tive provide adequate observation so that he may' provide an opinion that
the work was or was not accomplished as specified. It shall be the re-
sponsibility of the contractor to assist the soil engineer and to keep him
apprised of work schedules, changes and new information and data so that
he may provide these opinions. In the event that any unusual conditions
not covered by the special provisions or preliminary soil report are
encountered during the grading operations, the Soil Engineer shall be
contacted for further recommendations.
SCS&T 25234 December 13, 1984 Appendix, Page 2
If, in the opinion of the Soil Engineer, substandard conditions are en-
countered, such as; questionable or unsuitable soil, unacceptable moisture
content, inadequate compaction, adverse weather, etc., he will be empower-
ed to either stop construction until the conditions are remedied or cor-
rected or recommend rejection of this work.
Test methods used to determine the degree of compaction should be per-
formed in accordance with the following American Society for Testing and
'Materials test methods:
Maximum Density & Optimum Moisture Content - A.S.T.M. 0-1557-78.
Density of Soil In-Place - A.S.T.M. D-1556-64 or A.S.T.M. D-2922.
All densities shall be expressed in terms of Relative Compaction as deter-
01 mined by the foregoing A.S.T.M. testing procedures.
PREPARATION OF AREAS TO RECEIVE FILL
All vegetation, brush and debris derived from clearing operations shall be
removed, and legally disposed of. All areas disturbed by site grading
should be left in a neat and finished apperance, free from unsightly
debris.
Any abandoned buried structures encountered during grading operations must
be totally removed. All underground utilities to be abandoned beneath any
proposed structure should be removed from within 10 feet of the structure
and properly capped off. The resulting depressions from the above des-
cribed procedures should be backfilled with acceptable soil that is com-
pacted to the requirements of the Soil' Engineer. This includes, but is
not limited to, septic tanks, fuel tanks, sewer lines or leach lines,
.
SOUTHERN CALIFORNIA SOIL AND TESTING. INC.
SCS&T 25234 December 13, 1984 Appendix, Page 3
storm drains and water lines. Any buried structures or utilities not to
be abandoned should be investigated by the Soil Engineer to determine if
any special recommendation will be necessary.
All water wells which will be abandoned should be backfilled and capped in
accordance to the requirements set forth in the Geotechnical Report. The
top of the cap should be at least 4 feet below finish grade or 3 feet
below the bottom of footing whichever is greater. The type of cap will
depend on the.diameter of the well and should be determined by the Soil
Engineer and/or a qualified Structural Engineer.
When the slope of the natural ground receiving fill exceeds 20% (5 hori-
zontal units to 1 vertical unit), the original ground shall be stepped or
benched. Benches shall be cut to a firm competent soil condition. The
lower bench shall be at least 10 feet wide or 1 1/2 times the equipment
width which ever is greater and shall be sloped back into the hillside at
a gradient of not less than two (2) percent. All other benches should be
at least 6 feet wide. The horizontal portion of each bench shall be
compacted prior to receiving fill as specified hereinbefore for compacted
natural ground. Ground slopes flatter than 20% shall be benched when
considered necessary by the Soil Engineer.
After clearing or benching, the natural ground in areas to be filled shall
be scarified to a depth of 6 inches, brought to the proper moisture con-
tent, compacted and tested for the minimum degree of compaction in the
Special Provisions or the recommendation contained in the preliminary soil
investigation report. All loose soils in excess of 6 inches thick should
be removed to firm natural ground which is defined as natural soil which
possesses an in-situ density of at least 85% of its maximum dry density.
SOUTHERN CALIFORNIA SOIL AND TESTING.. INC.
SCS&T 25234 December 13, 1984 Appendix, Page 4
FILL MATERIAL
Materials placed in the fill shall be approved by the soil engineer and
shall be free of vegetable matter and other deleterious substances. Gran-
ular soil shall contain sufficient fine material to fill the voids. The
definition and disposition of oversized rocks, expansive and/or detrimen-
tal soils are covered in the soils report or Special Provisions. Expan-
sive soils, soils of poor gradation, or soils with low strength character-
istics may be thoroughly mixed with other soils to provide satisfactory
fill material, but only with the explicit consent of the soil engineer.
Any import material shall be approved by the Soil Engineer before being
brought to the site.
PLACING AND COMPACTION OF FILL
Approved fill material shall be placed in areas prepared to receive fill
in layers not to exceed 6 inches in compacted thickness. Each layer shall
have a uniform moisture content in the range that will allow the compac-
tion effort to be efficiently applied to achieve the specified degree of
compaction. Each layer shall be uniformly compacted to the minimum speci-
fied degree of compaction with equipment of adequate size to economically
compact the layer. Compaction equipment should either be specifically
designed for soil compaction or of proven reliability. The minimum degree
of compaction to be achieved is specified in either the Special Provisions
or the recommendations contained in the preliminary soil investigation
report.
When the structural fill material includes rocks, no rocks will be allowed
to nest and all voids must be carefully filled with soil such that the
minimum degree of compaction recommended in the Special Provisions is
SOUTHERN CALIFORNIA SOIL AND TESTING. INC.
11
SCS&T 25234 December 13, 1984 Appendix, Page 5
achieved. The maximum size and spacing of rock permitted in structural
fills and in non-structural fills is discussed in the soil report, when
applicable.
Field observation and compaction tests to estimate the degree of compac-
tion of the fill will be taken by the Soil Engineer or his representative.
The location and frequency of the tests shall be at the Soil Engineer's
discretion. When the compaction test indicates that a particular layer is
less than the required degree of compaction, the layer shall be reworked
to the satisfaction of the Soil Engineer and until the desired relative
compaction has been obtained.
Fill slopes shall be compacted by means of sheepsfoot rollers or other
suitable equipment. Compaction by sheepsfoot rollers shall be at vertical
intervals of not greater than four feet. In addition, fill slopes at
ratios of two horizontal to one vertical or flatter, should be track-
rolled. Steeper fill slopes shall be over-built and cut-back to finish
contours. Slope compaction operations shall result in all fill material
stx or more inches inward from the finished face of the slope having a
relative compaction of at least 90% of maximum dry density or that speci-
fied in the Special Provisions section of this specification. The coinpac-
tion operation on the slopes shall be continued until the Soil Engineer is
satisfied that the slopes will be stable in regards to surficial stabil-
ity.
Slope tests will be made by the Soils Engineer during construction of the
slopes to determine if the required compaction is being achieved. Where
failing tests occur or other field problems arise, the Contractor will be
notified that day of such conditions by written communication from the
Soil Engineer in the form of a daily field report.
SOUTHERN CALIFORNIA SOIL AND TESTING. INC.
Ll
n
I. 4
SCS&T 25234 December 13, 1984 Appendix, Page 6
I.
If the method of achieving the required slope compaction selected by the
Contractor fails to produce the necessary results, the Contractor shall
rework or rebuild such slopes until the required degree of compaction is
obtained, at no additional cost to the Owner or Soils Engineer.
CUT SLOPES
The Engineering Geologist shall inspect all Cut slopes excavated in rock
or lithified formational material during the grading operations at inter-
vals determined at his discretion. If any conditions not anticipated in
the preliminary report such as perched water, seepage, lenticular or
confined strata of a potentially adverse nature, unfavorably inclined
bedding, joints or fault planes are encountered during grading, these
10 conditions shall be analyzed by the Engineering Geologist and Soil Engi-
neer to determine if mitigating measures are necessary.
Unless otherwise specified in the soil and geological report, no cut
slopes shall be excavated higher or steeper than that allowed by the
ordinances of the controlling governmental agency.
ENGINEERING OBSERVATION
Field observation by the Soil Engineer or his representative shall be made
during the filling and compacting operations so that he can express his
opinion regarding the conformance of the grading with acceptable standards
of practice. The presence of the Soil Engineer or his representative or
the observation and testing shall not release the Grading Contractor from
his duty to compact all fill material to the specified degree of compac-
tion.
SOUTHERN CALIFORNIA SOIL AND TESTINC. INC.
U
SCS&T 25234 December 13, 1984 Appendix, Page 7
SEASON LIMITS
Fill shall not be placed during unfavorable weather conditions. When work
is interrupted by heavy rain, filling operations shall not be resumed
until the proper moisture content and density of the fill materials can be
achieved. Damaged site conditions resulting from weather or acts of. God
shall be repaired before acceptance of work.
41 RECOMMENDED GRADING SPECIFICATIONS-SPECIAL PROVISIONS
The minimum degree of compaction to be obtained in compacting natural
ground, in the compacted fill, and in the compacted backfill shall be at
least 90 percent.
Detrimentally expansive soil is defined as soil which will swell more than
3 percent against a pressure of 150 pounds per square foot from a condi-
tion of 90 percent of maximum dry density and air dried moisture content
to saturation.
Oversized fill material is defined as rocks or lumps over 6 inches in
I diameter. At least 40 percent of the fill soils shall pass through a No.
4 U.S. Standard Sieve.
Transition Lots: Where transitions between cut and fill occur within the
proposed building pad, the cut portion should be undercut a minimum of one
foot below the base of the proposed footings and recompacted as structural
backfill.
I,
SOUTHERN CALIFORNIA 5OIL AND TESTING.
I
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.
,••V•
•V.;
V.- •V• -
CITY OF CARLSBAD
1200 ELM AVENUE • CARLSBAD, CALIFORNIA 92008
438-5551
V
RECEIVED k 11 DATE
ADDRESS
- --
V
A/c. NO.
DESCRIPTION
AMOUNT - 333 -810
3 /L,
BB -5ld1
14 15) H
_
45166 V
TOTAL 47o) -