HomeMy WebLinkAbout2740 ARGONAUTA ST; ; 82-115; PermitDECLARATIONS LENDER mr WORKER'S COMPENSATION OWNEWWILDER CONTRACTOR 1- -,- l-
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COMPLETE FOR PLAN CHECK ONLY
LEGAL DESCRIPTION AT "prrp 732-
PLAN ID NO. SL -//r
0 DEMOLITION -
0 HOUSE MOVING
0 PARKS AND RECREATION FEE
0 PUBLIC FACILITIES FEE
0 SCHOOL FEE. DISTRICT
Carisbad
0 Encinitas
0 sm Diego
0 San Marcos
n
n
TOTALFEE 0 -
*WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAKEN BY THE
APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, FEE ARE FORFEITED TO THE CITY.
COMMENTS
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!ON VALIDATE.
DECLARATIONS
LENDER v WORKER'SCOYPENSATION OWNERIBUILDER CONTRACTOR
1:
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Pink - Applicant Gold - Temporary File Whlte - Inspector Green - (1) Finance (2) Data Process. Yellow - Assessor
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1
Citp of, CarIs’6ab
REQUEST FOR INSPECTION RECORD
INSPECTOR 7- PERMITNO. DATE s“13
OWNER
ADDRESS Z 740 A4#P&WA
REQUESTED BY PHONE NO. A
TIME:
PERSON TAKING REPORT
BUILDING
~ ~~
0 FOUNDATiON
0 REINFORCING STEEL
0 MASONRY
0 GROUT. GUNITE
0 FLOOR AND CEILING SUB FRAME
0 SHEATHING 0 ROOF 0 SHEAR
0 FRAME
0 EXTERIOR LATH
0 INSULATION
~~
INTERIOR LATH OR DRYWALL
FINAL
PLUMBING
0 UNDERGROUND PLUMBING
0 SEWER AND PUCO
0 TOP OUT PLUMBING
0 TUB OR SHOWER PAN
0 GASTEST
0 WATER HEATER
0 SOLAR WATER
~INAL
ELECTRICAL ’
0 TEMPORARY SERVICE
0 UFFERGROUND
0 ELECTRIC UNDERGROUND
0 ROUGH ELECTRIC
0 POOLBONDING
0 ELECTRIC SERVICE -4 c&
MISCELLANEOUS
0 CONDITIONED AIR SYSTEMS
0 SOLAR HEAT
0 PATIO
0 POOL 0 SPA
0 SiGN
0 GRADING
0 DRIVEWAY NINAL
SPECIAL INSTRUCTIONS
”
Ready For Inspection: 0 Monday 0 Tuesday 0 Wednesday 0 Friday
0 A.M. 0 P.M.
~~ ~~ ~~~~ ~-
CORRECTION NOTICE
CITY OF CARLSBAD
/4ke,&z BUILDING INSPECTION DEPARTMENT TIME:
INSPECTOR PHONE - 438-5525
Note: Final Inspection Required DATE: 5f=P3
BUILDING
0 FOUNDATION
0 REINFORCING STEEL
0 MASONRY
0 TOP OUT PLUMBING
0 SEWER AND PLKO
0 TUB OR SHOWER PAN
0 GASTEST
0 WATER HEATER
ELECTRICAL
0 TEMPORARY SERVICE
0 ELECTRIC UNDERGROUND
0 ROUGH ELECTRIC
1 POOL BONDING c
0
0
0
0
0
0
0
0
0
0
0
0
0
ELECTRICSERVICE
UPPER GROUND
G.F.I. ~%7LtS..pif.U/, X&/&-)
SMOKE DETECTOR
MISCELLANEOUS
PLENUM AND DUCTS
COMBUSTION AIR
CONDITIONED AIR SYSTEMS
SOLAR
GRADING
PO0 L
REQUEST FOR INSPECTION RECORD
/ r-
BUILDING
II FOUNDATION
1-1 REINFORCING STEEL
C MASONRY
E GROUT - GUNITE
0 FLOOR AND CEILING SUB FRAME
0 SHEATHING 0 ROOF 0 SHEAR
*ME
n EXTERIOR LATH
n INSULATION
n INTERIOR LATH OR DRYWALL
0 FINAL
PLUMBING
0 UNDERGROUND PLUMBING
C SEWER AND PLlCO
0 TOP OUT PLUMBING
TUB OR SHOWER PAN
0 GASTEST
fl WATER HEATER
0 SOLAR WATER
n FINAL
J
ELECTRICAL
0 TEMPORARY SERVICE
0 UFFER GROUND
0 ELECTRIC UNDERGROUND
n ROUGH ELECTRIC
0 POOL BONDING
0 ELECTRIC SERVICE
0 FINAL
3 MISCELLANEOUS
0 CONDITIONED AIR SYSTEMS
0 SOLAR HEAT
0 PATIO
0 POOL 0 SPA
0 SIGN
0 GRADING
n DRIVEWAY
0 FINAL
L
SPECIAL INSTRUCTIONS
Ready For Inspection: 0 Monday 0 Wednesday 0 Thursday 0 Friday
0 A.M. 0 P.M.
CO.RR,ECTION NOTICE
CITY OS CARLSBAD
INSPECTOR PHONE - 438-5525
DATE: gc /o- et
BUILDING
0 FOUNDATION
0 REINFORCING STEEL
0 MASONRY
0 SHEATHING
0 FRAME
EXTERIOR LAT
0 UNDERGROU
0 UNDERGROU
0 SEWER AND
G.F.I.
SMOKED
D SIGN
QTW E R \.. 1 "_ "
0 APPLICANT COPY
0 PLAN CHECKER COPY
Citp of QLarIsbab Submit fully dimensioned plot plan drawn
of all existing and proposed structures to scale showing location sire, and use
on the lot. Identify aroperty lines and
Show location of all cut or fill slopes show lot dimensions and all easements,
and approximate finish floor elevations
all Corners. Sec. 302fb)7. for all structures and show elevations at
or alley to property line and distance from Indicate distance from center-line of street
curh to property line. Sec. 302lb)7
JURISDICTION: fMLS 04 D DATE "1- 12 -82
PROJECT AODRESS: hLibh1fl1)m oA/ PLr 6. Plans. specifications and ~alc~lations shall he signed by a California State licensed engineer or architect. lcalifornia
19. /Leu ANT, A ZHff H t.z Business and Professions Code)
R. FIR? PROTECTION
J.d Walls cloaer 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'exceads 1.000 aquare feet on any floor. (Table 5-A sec. 17091a1
PIAN CORRECTION SHEET
SlUGLE PMfLY AND DUPLEX DWELLINGS
Plan Check No. 82 -//&
Date plans received by jurisdiction more than 12 inches into the 3 foot setback
Date plans received by plan checker +- 2 / Sec. 504fb)
Oat@ initial plan check completed % 2 3 by& Projections. including eaves.8hall be one-
FOREWORD: PLEASE READ hour fire-resistive construction. heavy timber or of non-combustible material if they project into the 3' setback area from
contained in the Uniform Building Code. Uniform Plan check is limited to technical requirements the Property line. Sec. 1710
Plumbxng Code. Uniform Hechanical Code, National 511~ location of Fic.m#dnrntly wind smoke
COnSerVatiOn. noise attenuation and access for the handicapped. The plan check is based on 4 regulations enforced by the Building Inspection C..LWM srzes, IJGHT, VENTIIATIONS AND GIAETNC
Department. You may have other corrections based on laws and ordinances enforced by the
or ather departments. Planning Department. Engineering Department
The items circled below need clarification. modification or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations. ii.;Window area m'mt be at least 1/10 of the
Per See. 303 IC). 1979 Uniform Building Code. i.. floor area and a minimum of 10 square feet
the approval of the plans does not permit the Per Se . 1207fa). nopears to be deficient
violatton of any state. county or city law.
,d. Projections. including eaves. may not extend
from the property line. See. 1710 and
Electrical Code and state laws regulating energy d<t.:ctOr. sec. 1210
One roam must contain a minimum of 150 square
ohltsble rooms. Oth*?r than kitchens, shall
arcs. sec. 1207lb) -
1" F bl,l 'ErDRo>::.lyC
PI.ANS
Please make a11 corrections on the original
and any original plan Sets that may have tracings and submit tvo new sets of prints.
been returned to you by the jurisdiction,
to: @bf/LDIdJL Dr I >A pT gd~
TO facilitate rechecking, please identify, next to each Circled item. the sheet Of
the plana upn which each correction on this sheet has been made and return this check sheet with the revised plans.
ovner and name of person responsible for Indicate on plana the name of the legal
the preparation of the plans. Sec. 302fbl
Openable window area musc be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundr.4 rooms and similar rooms. Minimum is 1.3 sq.:t. lSec.12051al
be openable in 3KiOne-half of all required window area must
ventilation capable of changes per hour in bathrooms. water closet compartments, laundry
are not orovided. Sec. 1205fal rooms and similar rooms if required windows
/Y/shall be less than 7 '0. in any dimension. NO habitable room, other than a kitchen,
Sec. 1207fc)
p. Show that ceiling helght for habitable rooms is a minimum of 7'6". Sec. 1207Ia1
hallways, corridors. and bathrooms is a
Show ceiling height for laundry rooms,
minimum of 7'0". sec. 1207(a)
COmp.rtmcnts and 24" Provide 30' clear width for water closet
of water closet. Sec. 17lllb) clearance in front
@. No cooking room shall be used for sleeping purposes, unless complying as an efficiency living unit. Sec. 1208
locations such as glass doors, glaring
36 Speclfy safety glazing for glaring in hazardous
adjacent to such doors and glazing adjacent to walking surfacer. Sec. 5406
' [including windows1 shall be tempered, 37. Glaring in shower and tub enclosures
SCC. 1711 (f1lgl
laminated or approved plastic.
Y 3 . Sleeping rooms shall have a window or exterior door for emergency exit. Sill
The window must have an openable area of height shall not exceed 44" above the floor.
at least 5.1 square feet with the minimum
fq. Endrails shall satisfy the following: shall satisfy the following:
high when serving a single dwelling. Provide handrail for stairways over 30"
Title 24, Sec. T25-221b)
- @ Provide handrail for stairways over 30" high when serving a single dwelling. Title 24, Sec. T25-221b) @ Handrail shall be 30" to 34" above the nosing of treada. See. 33oscjI - 0 Handrail Projecting from a wall shall have a space not less than 1 1/2" between
The hand grip portion ff handrail shall the wall and the handrail.
be not leas than 1 1/4 nor more than
Sec. 33050) (See attached) 2" in cross-ractiona1,dimension.
/Every staiNay landing shall have a dimension, measured in the direction of travel, at least equal to tho stairway width. Sec. 3305(9)
A door may open aver a ItaiNaY landing provided the door, in any poaition, does not reduce the clear area of the landing, in the direction of stairway travel, to
the stairway. Sec. 3305rgI
less than one-half the required width of
openable width-20. and the minimum openable height 24'.- See. 1204 J3. A door m4y open inward at the top step of
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) # Provide details of winding stairway.
a atairway provided the top step is not more than 7 1/2" lower than tho floor level. See. 33031i12
A mezzAnlne 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 el..= height of 7 feet. above and below,and muat have 65a of the long ride open to the room below.
' a. Minimtm tread is 6 inches at any point and minimum 9 inches at a pint 12 inchas from the side of the atairway.
b. Maximum rise is 9 inches.
e. Minimum width is 30 inches. See. 33051d1
laae attached)
The loft you show does not comply as a /' marranin* floor and is. by Building Code ' a. Minimum run is 7 1/2 inches at a pint definition, a story from where the tread is the narrowest.
. Provide spiral stairway details:
b. Maximum rise is 9 1/2 inches.
C. Ninimua headroom is 6 feet 6 inches. Sec. 33051fl
D. EXITS. STAIRWAYS. AND QAILINGS 6. Sprial stairways may not be ured for required exits when the area served ir greater than
[lee attachedl
/J" Floors above the second story shall have not less than 2 exits. sec. 3302(a) 400 rq. ft. sac. 3305(fl
36. in width and not less than 6'-8" Required exit doorways shall be not less
in height, and shall be capable of opening at leaat 90 degrees. Sec. 33031el
Provide 36' high protective railing for
Maximum opening between railings shall be porches, balconies, and open sides of landings.
less than 9.. Sec. 1716 0 48 Show how guardrail connection details are adequate to aupport 20 pounds per lineal foot at a right angle to the top rail. T~blc 23-8
49. Provzde stalrway and landing details.
,e. Maximum rise 8. and minimum run is 9".
see. 3305(b) L (C)
Minimum head room is 6'4.. + Minimum width is 30..
0'' ' '1
Spiral stairways must have a clear walking space of 26 inches between the column and handrail. SCE. 3305(f)
Provide I.C.B.O. Reassarch RepOrt and Number for metal staisway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under spacial inspection per the
and Sec. 306(f) approved fabrication plans. SCE. 306(a14B
In buildingr aver 2 stories in height, provide 3/4 hour firs-rated assemblies for all opcninga 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. 3305lnl
@T he walls and soffits of the enclosed useable
0
space under interior stairs shall be protected 0 for openings between garage and dwelling.
fire-resistive construction. Sec. 3305rm1 &d Garages are not permitted to open into
Sec. 503ld)
a room used for rleeping purposes. Sec. 1104
Openings between carport and residence require self-closing doors and rtationarv
102. Show 1 3/8" solid core self-closing door
On the enclosed Side as required for one-hour
62 Minimum Construction Specifications Shall
be made a part of the approved plans. [See attachedl
E. ROOFING , windows. Sec. 1214- ~~
/Specify roof pitch.
105;,Show garage framing section. sire of he
\ ~. , over garage ope lateral cross brace
7. Roof pitch is not adequate for roof type
specified. Specify minimum pitch of
* pIate rnrs method Of bracing 9Arage front. Chapter 23
NOTE: Minimum plywood diaphragm ratio is 3 1/2 to 1 or 2'8". Table 24-1
106. Door5 between dwellings and attached garages may swing in either direction provided the difference in floor elevation between
used aa the Primary means of egress from 7 1/2 inches and provided the door i5 not
the building.
If the difference in floor elevation exceeds
the primary means of egress from tho building, 7 1/2 inches, or if the door is Used as
in accordance with stairway requirements, and the door must not swing over the depressed level. (see 3303ii12 and 3305 141.
Specify roof material and application.
Specify I.C.B.O. approval number for roof materials not covered in UBC. the dwelling and garage does not exceed
/to aupport accumulated water. Sec. 32071al 7 . Specify roof slope for drainage or design
#Show roof drains and overflows. Sec. 32071al
with Sections 3401 and 5207 or provide ICBO 6. Provide skylight details to show compliance
approval number. additional steps or landing must be provided
Provide plaatic roof panel details to show p. compliance with Section 5206 or provide ICBO number. y: Provide 1.9" raised platforms for any PAU,
1s 1/150 of attic area or 1/300 of attice may generate d flame or spark. areA if at least 50% of the required vent
Src. 32051~) i5 at least 3 feet above ceiling joists.
H. Show attic ventilation. Minimum vent rea water heater, or any other device Which
Note that continuour fire wall protection
prior to framing platform.
shall be installed behind raised platformis)
8. MSONRY H. WWNDATION REQUIRWNTS
note construction to be per attached firepla
119. Note on plans that"A soils engineer shall
StAndArd drawing. Sec. 3707
f evhuate any unanticipated uncompacted fill Provide fireplace construction details or
or expansive 50il or other roil problems disclosed during construction". Sec.306ial12.
Submit soils classification determination by a licensed engineer or architect based on observation, tests, borinqr, or excavations, and containing comments on the degree of expansivenear, compressibility and bearing
all masonry walls. Chapter 24 Note on the plan the soils classification,
value. Sec. 2905
whether or not the soil is expans~vs, and
note the allowable bearing value. Sec. 2905
The fOYndAtion plan does not comply with
the soil report recommendation for this
veneer aupport and connections comply wlth Sec. 3002. 4.5.6. and See. 25161al regarding ties and 19 wire in horizontal joints or note construction to be peratta sheeta 30-1 or 30-2.
Show height and construction details of
.-?Note that cleanout openings shall be-pr
over 4' in a ,ingle pour. Cleanout Sha be sealed before grouting, after inspec
and roof connections to maso walls. Connection shall resist 200 pou
whichever is greater. Sec. 2310 per lineal foot or the actual design lo
92 Provide material specifications for mor 3 grout, masonry And reinforcing steel.
(.. at the bottom Of All cella to be grout
project
Provide notes on the foYndation plan listing
the roils report recomsndationr for foundations. slab and building pad preparation.
@. Note on the foundation plan that "Prior to the Contractor requesting a Building
Department foundation inspection. tho soils engineer shall adviss the Building
Sec. 2403
are to be waterproofed. Provide detail.
will be required for 1. the building pad waa prepared in accoc- din- with the soils report: 2. the utility trenches have been properly backfilled and compacted, and: 3. the foundation excavations, forming and reinforcement comply with the soils report and approved plan."
Show how masonry house walls retaining earth
94. Note that special inspection of the masonry Official in writing that:
G. GARAGE AND CARPORTS
0.Garage requires one-hour fire protection on the garaqe ride of walls and ceilings common to the dwelling. Table 5-8 Sec.SO3ibl
A11 elements supporting floor above qaraqa to have one-hour fire-resistive protection Provide spread footings for concentrated on the garage ride. 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 8. port.
loads designed for 1.000 PSF roil bearing
or per bearing value as determined by an engineer or architect. Chapter 29
,.- .\
n , 19. Show height of retained earth on all foundation
126.! Show height of all foundation walls. Chapter 23
.-. walls. Chapter 23
p' Cut or fill slopes and show steepness and Show distance of foundation to edge of
heights Of cuts and fills. Chapter 29
Note on plans that wood shall be 6" above @ finish grade. Sec. 2417fcl 7.
JAd Note on plans that surface water will drain away from building and show drainage pattern and key elevations. SeC. 2905ffl
131. Dimension foundation per Table 29A.
TABLE NO. 29-A-FOUNDATIONS FOR STUD BEARING WALLS-MINIMUM REOUIREMENTS
be pressure treated, or equal. sec. 25171~1 1.
Show foundation bolt size and spacing.
and manufacturer
distance and spacing. sec. 306lfl of power driven pins. Show edge and end
'>I. Show aim, irnbsdment and location of hold - down anchors on foundation plan. Sec. 2312(fl
Note on plan that hold down anchors must be tied in place prior to foundation inspect See. 23121fl
I 7. Show adequate footings under all shear 2 walls. sec. 2]11(cl
Show steppd footings for slopes steeper than 1:lO. SIC. 2907(c)
119. Shw minimum 18' clearance from grade to bottm of floor joists and minimum 12. clearance to bottom of girders. Sec. 2517
:ion.
YNaCe Cross bridginq or blocking. lo or
and spanninq mare than 0 feet Shall be Supported laterally by bridqinq at intermls not exceeding 0 feet. Sec. 2506(g1
walls. Sec. 2506fgl of floor .joists, and for rafters at exterior
IOlStS and rafters more than 12" in depth
Show blacking at ends and at supports - @ at exterior walla on trussed roofs. . Show solid blocking at ridge line and
Sec. 2506(qI
be doubled under bRAring partitions running Show double joirta. Floor joists shall
parallel with the joists. Ssc. 2510fdl 5 )S6. Show rafter ties. Rafter ties shall be
where rafters and ceiling joists are not spaced not more than 4 feet on center
parallel. See. 25181h.l
7. Show rafter purlin braces to be not less to the horizontal.
clearance between top pattitions and bottom
will be as designed.) chord of trusses. fTO ensure loading
Show double top plate with minimum 48" e lap Splice. Sec. 2518fg14
Show nailing will be in compliance with Table 25-P.
top story and roof space, at ceiling, Provide fire stops between stories, between
WAllr. in mansard roof or eyebrow so no and floor levels in interior and exterior
concealed or furred space is greater than
stair strinqers at top and bottom and 10' horizontally or vertically, between
between studs along and in line with
at perimeter of sliding door pockets, atair run adjoining stud walls and partitions,
or incombustlbles for the fire stop and between chimney and wood frame using metal
at other places that Could afford passage of flame. Sec. 2517ffl
Show stud size and spacing. Maximum allow- able stud heights: 2"xl-P 16" is 14':
3*xI.L2*x6"@ l6"o.c. is 20'. Sec. 25181g12
be given to the Building Inspector prior for glued laminated wood member-. shall
to erection. Sec. 306(fI
connections. Sec. 25L7fcl 4
shear walls. floor and roof diaphragms.
maximum diaphragm dimension ratios. Indicate required blockinq. Maintain
ITablea I.J,KI.
Note an A.I.T.C. Certificate of Compliance
Detail all post to beam and Post to footing
Specify nail size and spacing for a11
r"' Undisturbed soil. Table 29-A Show pier sirs, spacing and depth into
141. Show minimum under floor access of 18"x 24".
142. Show minimum under floor Ventilation equal
&. Show 3.~4. or 2"~6- studs in first story of three story building. Sec. 2518lfI
Provide vuss details and trums calculations. Sac. 2S17
of exterior foundation with openings as to 1 1/2 sq. Lt. for each 25 lineal feat 179. Provide w
close to corners as practicable to provide
ly Opposite aider. Sec. 2517
Provide roof framing plan. sec. 302fal7
TROSS OtT\Gh)
specify all header sires for opening over
ccoas ventilation on at leaat two Section 3021aI 7
I. FRAMING
160 Show all joists, rafters. bema, and posts
4' wide. Sac. 2518fgl 7
Provide calc ations for e,
2. to 4- thick to be No. 2 Grade Douglas ~/SmW~~47Fp-LOL e fide Fir-Larch or better. A11 posts and beams 5" and thicker shall be NO. 1 Grade Douglas Fir-Larch or better. fTable 25-A-ll exterior locations. wood columna and posts In areas subject to water splash and in
61 Show wall bracing. Every exterior wood shall be supported by piers projecting at least 2" above the finished grade and shall bear om a metal base plate or treated
dation grade redwood or cedar. Sac. 2517fc14
section 1oi1.r 7
0 stud wall and main cross partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal wood unless the columna or post8 are faun- let-in brace or equivalent. See. 2510lql5 swr, c, reehw, %ILU remnL~ bvw Pou~oerz cww twra NO~\C
location of attic access With mlnimun pa'. Show acceaa to the attic or under floor rue 22" x 30'. Sec. 3205 furnace to be minimum 30 inches by 30 inches. sec. 708 6 709 UMC
in excess Of 3,000 Sq.ft. Sec. 3205 y. Note that Passageway to the attic furnace
Show draft separation for space between shall be unobstructed and have continuous solid flooring not less than 24 inches
of 1,000 Sq.ft. Sec. 2517 wide. Sec.708 UMC
fication index. Table 25-5 lighting fixture COntrOlled by a switch
ridge as a beam. Sec. 2518 lhl When roof pitch is less than 3:12. design ty'. Shov details to comply with Section so9
Jd wood shear walls shall not ba used to
pt. Show draft separation for attic areas
fl dropped ceilings and floor above in exces~
@l Specify plywood grade and panel indenti- 9. Shov Permanent electrical outlet and
for the attic furnace. Sec. 708 UMC
for furnace under the floor, Section 708 for attic furnace, or Section 710 for roof or outside furnace.
Not? on Plan. gas vents and non-combustible PlPIn9 Pallsing through three floors or lesa shall be effectively draft stopped
"-
I
resist horizontal forces contributed by masonry in buildings over one story in height. Scc. 2516lbl
board and gypsum wallboard shall not be used in vertical diaphraqma to'rerist K. ELECTRICAL (National Electrical Code) forces imposed by masonry or concrete Construction. Table 47-1
If cripple wall studs are less than 14",
$6. Gypsum lath and plaster. gypsum sheathing at each floor or ceiling. UBC sec. 17061a)6
A11 wiring Shall comply with the National Electrical Code. y': framing shall be solid blocking. See.2518(g16 @' ~~~~i~~~the plan the Of fl'. 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.
If the electrical installation is more
Sec. 25181916
@ Fiian 200 amperes, show panel location and provide a single line diagram and load calculations including:
or other weather expsed areas, is exterior
a. Wiring method employed. b. Sizes of all conductors, witches,
grade. Sec. 2517lgl 3 Circuit breakers, fuses, and conduits. ,Jd Show a weep screed at the foundation plate C. Approximate length of service feeders.
line on all exterior atud va11s to be d. Provide plot plan showing services.
stuccoed. Sec. 4706(e)
Provlde an approved waterproof building paper under wood siding. Sec. 1701(aI
e. Provide typical panel achsdulelsl.
opening. w. Scc. 3208
,bd Show corridor width to be minimum 36.. Sac. 33041b) A. Specify truaa layout for 30" x 30" attic
J.d Show plywood sheathing over exposed eaves,
all panel locations. circuit arrangement and load distribution on panel busses.
wellings require minimum 100 amp servics.
Show location of 411 electrical receptacles.
spacing is not adequate in
Specify an approved flashing for exterior
receptacle locations and/or
6DPh' BDRM, -
0 w. At least One receptacle shall be installed
198. Ridgea, hips, and valleys shall be at outdoors. in baaemsnta and attached garages,
lOASt one aize larger than supported rafters. sec. 25181hl 3 22 . Show minimum dwelling lighting 1NEC
Provide metal straps across ridge beam and rafters.
ather than laundry Outlet*. Art. 210-251bl 0 Art. 210-261a) and GPI'S in garage, baths and 0- NEC TZC-XFbb-,.
Note "UFER" ground to be provided INECI.
J. MECHANICAL @ Art. 250-81
All heating. ventilating, and cooling syrtcma and app1isnc.s shall comply wlth the Uniform Mechanical Code.
200 Show the sire, 0 heating and cooeliancer or systems.
and type of all
#' will comply with Chaper 6, U.M.C.
i9*9
Shov source of combustion air for furnace
dwellzng unit shall be provided with heating facilities capable of maintain-
feet above the floor in a11 habitable ing a room temperature of 70' F. at 3
rooms. 6kow basis-ker.-mmpiisnec. UBC Scc. 1211
apace in front of furnace. NI. Show minimum IO' deep Unobstructed working
0 turers listing. Sec. 704 UMC
y' stairway. Sec. 704 UMC fl. Furnace ahall not be installed in any
04 Note on plans.clearancea to be per manufac-
Furnace shall not be installed under any
bedroom, bathroom, clorat, or in confined
unlesa specified as direct vent appliance, space with access only through such room,
Sec. 704 UMC enclosed furnace or electric heating appliance.
ul/ and Provide approved installation instructions
Show ICBO approval for prefab fireplace
at job site.
- L. PLUIII)Iffi (Uniform Plumbinq Codal
All plumbing ahall comply with the Unifram Plumbing Cod.. @ Show water heater sire. type and (7" s) location on plans.
Fuel COmbUatiOn water heater shall not be
to fuel burning watmr heater. Sec. 1307
installed in bath or bedroom or in a closet opening into bath or bedroom. SCE. 1309
Provide adequate barrier to protect water
fi Show method of providing combustion air
@ heater from vehicle damage. Sec. 1310
24 . Show T and P valve on water heater and show route of discharge line to exterior
' sec. 10071.1 & Provide dryer vent to outride. UMC
&3> Note on the Plan that hose bibbs and lawn
,A Showmr stall shall accomodate a 30"circle
See. 1903
backflow prevention devices. Sec. 1003 sprinkler systems shall have approved
and have a minimum floor area of 900 rq.in. UPC 9091d)
NOISE INSULATION IDUPLEXESI
Show details of duplex common (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STCI ratma
In walls of 50 decibleli and an Impact Insulation Class (IIC) rating on floor/ ceiling of 50 dacibles. Title 25
Show how penetration of assemblies for piping, electrical devlces, recessed cabinets. bathtubs, soffits, or heating ventilatmg, or exhaust ducts shall be sealed, lined. or insulated to maintain required sound transmission rating. Titre 25
Pravlde inaulation in walls and ceiling to achieve STC of 50 between garage and
by reaident Title 25.
living area if garage use is not controlled
ENERGY CONSERVATION
A11 additions to existing residential buildinga must comply with Title 24 energy regulations. Additions exceeding 30% of the existing building requires the exiating and addition to have R-19 ceiling insulation if the existina ceiline area is accessible for insulation instillation (T20-14011~).
Specify the insulation R valves for walls, roof and ceiling.' Wor walls: R-19 for ccilinga, or provide details andanalysis for alternate deaign. T20-1403 Table A b 28.
Specify the gross floor area or heated portions of the dwelling, and the area
Of gl4red openings on the plan. (T20-1430)
Provide an analyria justifying increasing the single glazed area beyond 163 of th. grosa floor area. Show method to reduce heat lola to that which would occur with baric glazing. IT2O-1PO2,def.l
Provide energy analysis to show that the bonnet capacity of the gar central furnace doc. not exceed the building deaign heat loas by more than 308. (exceptions:
California Efficiency Adjustment.) T24-I404
48,000 BTU Hr. output furnace. See also
~~
Note on plan that a11 tranverse ducts, plenua, and fitting joints of HVAC system shall be sealed with ~rerrure sensitive tape or mastic to prsknt air loss. T20-1404
Note on plan that insulation of ducts shall conform to UHC Section 1005. lT2O-14041
NO- on plan that all doors and windows to the exterior or to unconditioned arcas
Standard. lT20-1403). shall be fully weather striped per ANSI
Note on plan that back draft dampers are required on a11 fan systems exhausting air from the building. T20-1403
Electrical resistance space heating shall
a. 608 of heating/cooling is supplied not be used unless:
by a nondepletable source. b. rupplemantr a heat pump system.
d. life cycle cost analysis justifier. e. less than 10% of total heating system.
Note OD plan that all heating and cooling
Title 20-Chapter 2, Subchapter 4, Article 4.
equipment cfficienczes shall conform to
051 for forced air furnaces).
Note on plan that no natural gas, central heating plant may be installed without an Intermittent Ignltian Device. T20-1405
Electric resistance water heatrng is not permitted unless verfied as cost effective by a life cycle Cost analysis. T20-1406
T20-1404
require pool covers as weil as other energy Outdoor pools with fossil fuel heaters
raving devices such as time Clocks, etc. T20-1406
3. Show a minimum 2" air space and flashing
0. II1scEwNE0us
Sec. 2517le) between planter and building walls.
@ Specify mAtarial to be used under the shower tils. Sec. 1707la)
,303'. Specify lath and plaater to comply with Chapter 47. UBC. @ Two 3/4' copper piper muat be installed from water heater location to convenient
pf. Provide aleever (roof jacks) in roof for
location of future solar panels (City Ord.)
two future 3/4* copper pipes to cunvenient location of future solar panels (City Ord.)
In areas that are not heated or cooled.
See attachment for roofing requirements.
that solar water piping is to be insulated
~ (City 0L'd.l
W(rrE:
The plans were rey&aued based on tho information shown on
the plans. If the plana are in error, or changed during
COnstZuCtion, the permittee shall Contact the Building
with the work:
Department for review and prior approval before proceeding
0 Building plana are substantially correct
and complete.
0. tI :
0 Building plana would be substantially correct
and complete if minor corrections are made
at Counter.
By:
Date:
0 Building plans require major Corrsctiona and
complete plan recheck. by plan check
A%
Date: '4.\ 'L-5 \a z Y If you have any quaations regarding thin n check, pleare
call TTmA at . 44 GLO. 146%
We would also be pleased to meet with you, at no charge, if
additional asslstmcc is needed
'7, z c un
, I .I 5 U
0
. ... ..
A'lTEDT.ION PKIPEW GLviEK:
An "o~~!.!.:~c--~~ld~'' k)uiXIing permit has been applied for in p.1r mne and haring yo~x
signzhue.
opprtunity to a-goid unnecessary dehy in pKZeSsinq and issuing your builuing Fzrmit.
Please canpletc 2.1~3 return this infomution in -the envelope providd at your eax3iest ,
No building pennit will be issued until this verification is. rcueiveci.
1. 1 personally plan to provide the mjor lator andmterizils for construction of
the proposed propty improvement (yes or no)
2. I (Iuve/have not) migned the application for a building permit.
3. I have 'contracted with the following person (firm) to provide the proposed constructicm., -
Name Phone
Address Contractors Licenss No.
City
. ,. -~ . .. __ .~
4. I plan to provide portions of the mrk, but I have hird the follow.ing person to cardinate, supervise and provide the major work.
Contractors License No-
'Dater Jf- 2f-BCL Jurisdiction c&Ls@&D
Prepared by I 4Bldg. Dept.
J4 VALUATION AND PLAN CHECK FEE P DGIL
FLAN CHECK NO. 82 -//5' &7+0 LhJw-
BUILDING ADDRBSS ClgcLC
APFLICANT/CONTACT PHONE NO.
BUILDING OCCUPANCY DESIGNER PHONE - """2
TYPE OF CONSTRUCTION V" CONTRACTOR PHONE
BUILDING PORTION VALUE VALUATION BUILDING AREA MULTIPLIER
L / VIdG 2 A-73
3x77 6 &I< 4-6 t-
/08,2 3 41 Y2.
37Y b. so_ 5c W&CK
I,. + c t,2-17
Air Conditionina I Commercial I ""I'
Residential
Fire Sprinklers I I I
Total Value //q 8Lt.Y
Building Fermit Fee Cf70. - YO
Plan Check Fee 30y. E
0 APPLICANT COPY
0 PLAN CHECKER COPY
I
TO f.cr11tatc rcchcckinq. please identiKy. nexr to each Circled stern. the sheet of the plans upon whtch each CorrectIOn on this aht.t ha¶ been made and return this Check sheet wrth the revlscd Plan*. - "
Citp of CarIrsbab
0 APPLICANT COPY - 0 PLAN CHECKER COPY
[rWuaO@DI PLEASE READ
c3ntaLned in the Uniform nuildinq Code. Uniform
PI.0 check is llnrted to technical requrrtncnta
Clectrrcal Code and state laws regulatrnq energy Plunalnq Code. Unlforn Muchan&cal Code, National
Conservation. noise attenuation and access far the hacdicapped. The plan check is baaed on
32paltment. You may have Other correctiona rcqulattona anforced by the Duildinq Inspection
bared on laws and ordinances enforced by the Plannrnq Department, Enqlneerinq Dqpartmcnt
Or OthCr departments.
the Items circled below need clarifxcation. rod&frcation or chanqa. A11 circled Items have tc be ratiaficd before the plans will be xn Conformance with tha cited eodes and rcqulations. Per SCC. 103 (el. 1979 Uniform Buildtng Code. the approval of the plan. do.. not permit the vtolatron of any atate. county or city law.
A. e
uka all corrections on the oriqinal
and any oriqrnal plan 8CtS that may have tracings and aubmit two new seta of print-,
been returned to you by the juraadiction. tc.3
to facilrtate rechecklnq. please identify. next to each circled Item, the sheet of the plans upon whlch each CorreCflOn on this sheet has been nada and return this check sheet wlch the revised plana.
INTERDEPARTMENTAL INFORMATION SHEET -
BUILDING DEPARTMENT
B~ILDING ADDRESS:
PLANNING DEPARTMENT
ZONE Q-\ LOT SIZE LOT WIDTH
UNITS ALLOWED \ UNITS PROVIDED
PARKING SPACES REQUIRED a- PROVIDED 2-
% COVERAGE ALLOWED 't c)+ PROVIDED a(
BUILDING HEIGHT ALLOWED 35' PROVIDED
FRONT SETBACK: SIDE SETBACK: REAR SETBACK:
ALLOWED I
PROVIDED * \7 \
INTRUSIONS
LANDSCAPE & IRRIGATION PLAN COMMENTS: AJ bJ
\
I \
u
ENVIRONMENTAL PROTECTION REQ:
ADDITIONAL COMMENTS:
OK TO ISSUE:
R.O.W. INDUSTRIAL WASTE IMPROVEMENTS
DRIVEWAY LOCATIONS
GRADING PERMI
FIRE DEPARTMENT
SPPI5KLING SYSTEM FIRE PROTECTION EQUIP.
FIRE ALARMS EXITS
FIRE HYDRANTS LOCATION
ADDITIONAL COMMENTS
OK TO ISSUE: DATE OK TO FINAL DATE
WATER DEPARTMENT
REQUIREMENTS OF APPROPRIATE DISTRICTS MET DATE
...
RESIDENTIAL VALUATION CI1AP.T
Living Area - 3384- X
Garjge Area X
Covereti Porch X
Covered Patio x
Balconies dC. .x
X Each Bat!lroom over '3 .. 3%.
" "
. ...
.. ..
. : * ..
.. . _.
CONWAY $ ASSOCIATES 396 N. HIGHWAY 101
,T ENCINITAS, CA. 92024
CLIENT: M.M.MARTlN 2470 UNICORN10 ST.
CARLSBAD, CA. 92008
J.N. 5132 ” SHFFT 1 ROBERT C. HOGLEN RCE 26230 MAY 10, 1982 OF 17
STRUCTURAL CALCULATIONS
SINGLE FAMILY RESIDENCE
LOT NO. 732
CARLSBAD, CA.
LA COSTA MEADOWS
2 7Yd dfl
ROOF
41
TYPE : FLA-T COW
COLOR : h'lp( MANUFACTURER :
"
SWEET
3 at
17
S= 106.31
1: 717.61
Fy= 75.52
z 370
LATERAL LOADS
i'
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ALPHA LABORATORIES, INC.
SOIL&FOUNDATION ENGINEERING
7895 Convoy Court - San Diego - California 92111 - 7141'292-0660
L
ALPHA LABORATORIES, INC.
SOIL&FOUNDATlON ENGINEERING
PROJECT NO: 3525
May 13, 1982
i-4. M. Martin
2470 Unicornia Strec t
Carlsbad, CA 92028
- SUBJECT: Report .If Preliminary Soils lnvestigaion for Lot 732,
La Costa Meadows, Unit No. 4, Argonauto Street, Carlsbad, CA
Gentlemen:
The attached report has been prepared to present the results of an investi-
gation of the soil conditions at the subject site. It was undertaken to
provide the information to make earthwork and foundation recommendations.
-
- In general, we found detrimentally expansive soils at the site. We recommend
the building site be capped with nonexpansive soils.
If you have any questions, please do not hesitate to contact this office. -
This opportunity to be of service is sincerely appreciated.
Respectfully submitted,
ALPHA LABORATORIES, INC.
-
C. H. Wood, RCE 10778 - TD:bi
7895 Convoy Court - San Diego . California 92111 - 7141 292-0660
PROJECT NO: 3525
Page 2
May 13, 1982
1. PROJECT DESCRIPTION AND SCOPE
This report presents the results of our soils investigation for Lot 732,
La Costa Meadows, Unit No. 4, Argonauto Street, Carlsbad, California.
It is our understanding that a two story, single family dwelling is planned.
Anticipated foundation loads are in the order of 1800 pounds per lineal foot.
It is also understood that slab on grade type construction is to be utilized.
This investigation was undertaken to
A. Determine the physical properties of the prevailing
soils, including their supporting capacities and
settlement characteristics.
B. Provide design information regarding grading, site
preparation and foundations.
ALPHA LABORATORIES, INC.
SOIL & FOUNDATION ENGINEERING
PROJECT NO: 3525
May 13, 1982
Page 3
2. FINDINGS AND RECOMMENDATIONS
2.1 SITE CONDITIONS
The property is located on the north side of Argonauto Street and has
approximately 97 feet of frontage. The topographical feature of the site
is mainly a gentle slope downward from the street elevation to the north-
east with a'maximum change in elevation in the order of 9 feet. Drainage
appears to be by sheet flow in this general direction.
There are no existing structures at the site and no indications of any
previous structure. The property is presently nearly void of vegetation
and the lot has been cleared in preparation for the upcoming earthwork
construction.
2.2 SOIL CONDITIONS
The native soils encountered were found to be clayey gravels extending to
depths in excess of 6 feet below the existing surface elevation. The soils
were found to be loose and compressible in our test pits No. I and 2 to a
maximum depth of 3 feet; therefore, the soils in the vicinity of these test
pits will require removal and recompaction, in accordance with the applicable
portions of the attached grading specifications. The remaining soils en-
countered will provide adequate support for the proposed structure in their
present condition.
The soil matrix was found to be detrimentally expansive and will, therefore,
require specially designed foundations, slabs, and construction details, or
ALPHA LABORATORIES, INC.
SOIL 5 FOUNDATION ENGINEERING
PROJECT NO: 3525
May 13, I982
Page 4
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a cap of nonexpansive soil, in order to reduce the probability of future
structural damage from the expansive conditions. We understand that
considerable earthwork construction is planned at the site and that import
fill soils will be required. We, therefore, recommend that these imported
soils be clean, nonexpansive sandy material, and that the building areas be
capped with a minimum of 2.5 feet of nonexpansive material. The cap should
extend a minimum of 5 feet beyond the proposed exterior perimeter of any
structure. This nonexpansive cap will eliminate the need of special design
considerations, due to the expansive conditions.
Areas of poor drainage, free groundwater, or surficial seeps were not en-
countered during the course of our investigation; therefore, no special
dewatering will be required.
ALPHA LABORATORIES, INC.
SOIL & FOUNDATION ENGINEERING
PROJECT NO: 3525
May 13, 1982
Page 5
2.3 FOUNDAT IONS
Conventional spread footings founded a minimum of 12 inches below lowest
adjacent grade are recormnended for foundation support. Continuous and
square footings should have minimum widths of 12 and 24 inches, re-
spectively.
L
2.31 ALLOWABLE FOUNDATION BEARING PRESSURES as determined by soil shear
strength are best presented by the following formula relating footing width,
length, and depth. Minimum and maximum bearing values are tabulated with
the formula. Minimum values are for minimum sized continuous footings while
maximum values are determined by the limits of formula accuracy. Allowable
bearing values are for full live and dead loads and may be increased 1/3 for wind
and/ or seismic loading.
SOIL CONDITION AND FORMULA
Tan, White, Slightly Silty Sand (Import)
Recompacted to 90 Percent)
q=0.67x(1+.2xB/L)+O.63xD+O.52xBx(1-.2xB/L)
LIMITING VALUES (KSF)
MINIMUM MAX I MUM
1.82
Where q = allowable bearing value (kips per square foot),
D = footing depth below lowest adjacent grade (feet)
B = footing width (feet)
L = footing length (feet)
14.32
2.32 ECCENTRICALLY LOADED FOOTINGS should use an effective width (6) instead
of actual width (B') to compute the allowable bearing value in the previous
formula. Effective width is a function of eccentricity and may be computed by
the following formula:
B = B' - 2xE where E = eccentricity of load with respect to
centroid (feet)
ALPHA LABORATORIES, INC.
SOIL & FOUNDATION ENGINEERING
PROJECT NO: 3525
May 13, 1982
Page 6
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2.33 FOOTINGS ON OR ADJACENT TO SLOPES will have an allowable bearing
capacity reduced from those previously presented for a level grade surrounding
the foundation. The reduction is dependent upon slope steepness and the
horizontal distance measured at footing bearing level between edge of footing
and face of slope. Footing depths (D) for use in the bearing capacity
formula should be determined as indicated in the following Figure 2.33A.
Full computed values using this depth may be used if the horizontal distance
(H) is equal or greater than 8 feet and zero bearing capacity if the edge
of footing is located on the face of slope (H=O). Intermediate values may be
determined by 1 inear interpolation.
ALPHA LABORATORIES, INC.
SOIL & FOUNDATION ENGINEERING
PROJECT NO: 3525
May 13, 1982
Page 7
2.34 ESTIMATED SETTLEMENT is equal of less than 1/4 and 1/8 inches for
total and differential movement, respectively. These values assume that
the recommendations presented herein are followed and are believed to be
within the tolerable limits of the structure.
c
2.4 LATERAL RESISTANCE to horizontal movement may be provided by allowable
soil pressure and/or coefficient of friction of ccncrete to soil. The
allowable passive pressure may be assumed to be 160 psf at the surface and
increasing at the rate of 410 psf per foot of depth. The coefficient of
friction may be safely assumed to be 0.39
Allowable passive pressures have been computed assuming a frictionless
vertical element, no surcharge and level adjacent grade.
r
2.5 RETAINING STRUCTURES
Unrestrained, cantilevered, individually supported retaining walls, capable
of slight movement away from load should be designed to resist active pressures
developed by an equivalent fluid weighing 38 pounds per cubic foot.
Restrained walls, incapable of movement away from load without damage such as
basement walls, should be designed for the trapezoidal pressure distribution
indicated in the following Figure 2.5A. The indicated maximum pressures and
distribution dimensions are a function of retained height and define a con-
servative envelopeofmaximum pressure. The coefficients pM, dB, and dM are
30 pcf, .2 and .6, respectively. These active pressure coefficients assume
a vertical, smooth wall, and a level drained backfill. If these conditions
are not met, we should be contacted for new values.
ALPHA LABORATORIES, INC.
SOIL & FOUNDATION ENGINEERING
PROJECT NO: 3525
May 13, 1982
Paae 8
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f 1G. 2.5 Acrrw PQES LWE FOL?
2.6 . EARTHWORK
1- IH I We,
1 "
2.61 RECOMMENDED SPECIFICATIONS Any grading contemplated or required for
site preparation should be accomplished in accordance with the attached
Recommended Grading Specifications.
2.62 COMPACTION All embankments, structural fill, structural backfill,
retaining wall backfill, trench backfill, and excessively loose native soil
should be compacted to 90 percent. Pavement subgrade should be compacted to
95 percent. Natural indisturbed soils having an in-situ relative compaction
of less than 85 percent should be removed, replaced, and compacted to 90
percent.
2.63 CUT-FILL TRANSITIONAL AREAS where foundation will bear partially on cut
and partially on fill are not recommended. Different compression character-
istics of soils in a cut and fill state may result in unequal support and con-
sequential cracking. If a transition occurs at footing bearing level we
recommend that the entire area be undercut and replaced with canpacted fill.
Undercutting should be carried to a minimum depth equivalent to the widest
continuous footing below the bottom of footings.
ALPHA LABORATORIES, INC.
SOIL & FOUNDATION ENGINEERING
PROJECT NO: 3525
May 13, 1982
Page 9
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An alternative to undercutting for transitional areas is to reinforce all
continuous footings with one No. 4 bar in the top and one No. 4 bar in the
bottom of foundations. The reinforcing should extend IO feet each side of
the transition line,
2.64 DISPOSAL OF OVERSIZED ROCK that we suspect will be encountered in the
excavations may present a problem. One solution may be placement of the rock
in fills designated as "non-structural". Rigid structures should not be
supported on non-structural fills. These fills will be acceptable if located
in yards, streets, parking areas, or adjacent to structures as indicated on
Figure 2.64A. .". ~~. . . ~
f : ' -
.. ..
..
:
SECTION
No1 lo Srole
.. ". .
2.65 COMPACTION OF EXPANSIVE SOILS should be accomplished at relative:y high
water content. Moisture content at compaction should be at least 2 percent
above optimum moisture. This will result in less energy required for compaction,
considerable less timerequired for presaturation below the structure, and greater
dependable strength and stability. Close moisture control will be essential to
prevent saturation
ALPHA LABORATORIES, INC.
SOIL & FOUNDATION ENGINEERING
May 13, 1982
PROJECT NO: 3525
Page IO
3. FIELD EXPLORATION
Three subsurface explorations were made at the lcoations indicated on
attached Plate No. 1 on May 11, 1982. These explorations consisted of
test pits dug with a bulldozer. They were directly supervised by our
personne 1.
3.1 EXPLORATION LOGS
The subsurface explorations were carefully logged when made. These logs
are presented on attached Plate No. 2. Soil classification in accordance
with the Unified Soil Classification System is presented on the logs. In addition,
a textural description, wet color, apparent moisture and density or consistency
are given on the logs. Soil densities for granular soils are given as either
very loose, loose, medium dense, dense, or very dense. Consistency of silty or
clayey soils are given as either very soft, soft, medium stiff, stiff, or hard.
3.2 SAMPLING
Respesentative samples of the typical soils were obtained and returned to the
laboratory for testing.
Field density tests were performed concurrently with sampling. The results of
these tests are presented on the exploration logs.
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.
ALPHA LABORATORIES, INC.
SOIL & FOUNDATION ENGINEERING
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PROJECT NO: 3525
May 13, 1982
Page 11
4. LABORATORY TESTING
Laboratory tests were performed in accordance with generally accepted
American Society of Testing and Materials (ASTM) test methods and/or
suggested procedures.
In addition, tests were performed on typical and representative samples to
determine the parameters of internal friction, cohesion, optimum moisture,
maximum density, and potential expansion. The results of these tests are
presented in tabular form on the attached Plate No. 4.
ALPHA LABORATORIES, INC.
SOIL & FOUNDATION ENGINEERING
. '. .I- ,: L
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72sf PI# LocofAn PJan
JOR NUMBER ALPHA LABORATORIES, INC. I SOIL & FOUNDATION ENGINEERING I PLATE NUMBER
3525 1
PIT NO. 1
DESCRIPTION Y M
Red/Brown, Mottled, Moist, Loose
Clayey Gravel, with Fractured
Rock
PIT NO. 2
0
53 GC Brown, Humid, Loose, Clayey Gravel
I "_
I %C Red/Brown, Mottled, Moist, Medium
Dense Clayey Gravel with Fractured '
PIT NO. 3
Brown, Moist, Medium Dense Clayey
Gravel with Fractured Rock
Red/Tan, Mottled, Wet, Medium Dense 100.2 21.3
Clayey Gravel with Fractured Rock
116.9 12.4
Red/Brown, Moist, Dense Clayey Gravel 130.4 8.4
with Fractured Rock
FOR LEGEND, SEE PLATE NO. 3
JOR NUMBER 1 ALPHA LABORATORIES. INC. I PLATE NUMBER
""* 1 I I SOIL5 FOUNDATION ENGINEERING I *
GW
~~
GP
GM
"
GC
f n
1
of pl.sflC f1n.r.
CLAYEY SANDS, rand-clay mixcurer. Apprr~iable anount
IEII ORGANIC SiLTS b ORGANIC SILT CLAYS Of Iuw pl*,rIcil)
I INORGANIC LLAYS OF HIGH PLA~llLIIY. fat Liayb
I ORGANIC CLAYS uf medium to high plasticity.
Legend :
UC = Unified Classification 4 = Sample location
E = Sampler penetration resistence (ft. kips/ft.)
Y = Natural dry density (pcf)
H = Field nloisture content (% dry wt.)
WT = Approximate location of water table 1
JOB NUMBER: ALPHA LABORATORIES, INC. I PLATE NUMBER:
3525 I SOIL&FOUNOATION ENGINEERING 3
AX IMUM DE
SAMPLE ii
’3@ -2’
2
Red/Tan, Clayey Grave
TadWhite, Slightly S
1
ilty Sand (Import)
,ITY AN0 OPTIMUM HOISTURE CONTENT: (ASTM 01557 - METH.
DESCRIPTION
1
!
”
- SOIL
rYPE -
I
II
DIRECT SHEAR TESTS: (All samples saturated t drained unless noted.)
2
EXPANS I
SAMPLE
P3@ -2’
DESCRIPTION
TadWhite, Slightly Silty Sand (Import)
1 TESTS:
CONDITION
Remo 1 ded
INlTlAl
DENS IT\
(PCF) ”
114.1
-I- MO I STL
NlTlAL -
11.9
: CONTE
\IR DRY
5.8
-
16.8
NGLE OF
NTERNAL
RlCTlOh
0
32
-
ORMAL
TRESS
PSF)
200
-
ax INH
)ENS I TY
(PCF) -
126.8
113.0
90
4.1
1
I
JOB NUMBER: In ALPHA LABORATORIES, INC. I PLATE NUMBER:
3525 I SOIL & FOUNDATION ENGINEERING I lI
RECOMMENDED GRADING SPECIFICATIONS - GENERAL PROVISIONS
INTENT
The intent of these specifications is to establish procedures for clearing,
compacting natural ground, preparing areas to receive fill, and the placing
and compacting of fill soil to the lines and grades indicated on the accepted
plans. The recormendations contained in the preliminary soils investigation
grading specifications and shall supersede the provisions contained herein-
report and/or the attached special provisions are a part of the recommended
after in the case of conflict.
INSPECTION & TESTING
A qualified soil engineer shall be employed to inspect and test the earthwork
in accordance with these specifications and the accepted plans. It will be
adequate inspection so that he may certify that the work was or was not ac-
necessary that the soil engineer or his representative be allowed to provide
complished as specified or indicated. It shall be the responsibility of the
contractor to assist the soil engineer and to keep him appraised of work
ditions so that he may make these certifications.
schedules, changes, new information and dates, and new unforeseen soil con-
If substandard conditions (questionable soil, poor moisture control, inade-
quate compaction, adverse weather, etc.) are encountered, the soil engineer
will be empowered to either stop construction until the conditions are re-
medied or recommend rejection of the work.
accordance with the following American Society for Testing and Materials test
Soil tests used to determine the degree of compaction will be performed in
methods:
Maximum Density & Optimum Moisture Content - ASTM D1557-70T
Density of Soil In-Place - ASTM Dl556 or ASTM D 2922 and 2,017
PREPARATION OF AREAS TO RECEIVE FILL
Vegetation, brush, and debris shall be cleared from the areas to receive fill.
substandard fill should be removed to competent soil as indicated in the pre-
Excessively loose or detrimental soil such as loose topsoil, plowed ground, or
liminary soils investigation report or the special provisions, or as determined
in the field by the soils engineer or his representative.
After cleat-iny and removal of undesirable soils, the surface shall be scarified
to a depth of 6 inches, bl-ought to the proper moisture content, compacted, and - tested for the minimum specified density.
When the slope of the natural ground receiving fill exceeds 20% or when con-
sidered necessary by the soils engineer, the ground to receive fill shall be
stepped or benched. Benches shall be cut to firm, competent soil. The lower
bench shall be at least IO feet wide and successive benches shall be at least
receiving fill as specified hereinafter.
- 6 feet wide. The horizontal portion of each bench shall be compacted prior to
FILL MATERIAL
Materials placed in the fill should be free of deleterious substances such as
excessive vegetable matter. Granular soil shall contain sufficient fine ma-
are defined in the attached special provisions. These soils may only be used
terial to fill the voids. Oversized rocks, expansive and/or detrimental soils
and/or only with the explicit consent of the soils engineer.
in the fills if provision is made in the preliminary soils investigation report
PLACING AN0 COMPACTION OF FILL
Approved fill material shall be placed in the 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 cornpactive effort to
be efficiently applied to achieve the specified degree of compaction. Each
layer shall be uniformly compacted to the minimum density with adequately sized
equipment, either specifically designed for soil compaction or of proven relia-
bi I i ty.
Field density tests to check the degree of compaction will be taken by the soils
engineer or his representative. The location and frequency of the tests shall
be at the soils engineer's discretion. In general, the density tests will be
at an interval not exceeding 2 feet in vertical rise and/or one test for each
500 cubic yards of fill placed.
SEASON LIMITS
Fill should not be placed during unfavorable weather. When work is interrupted
by heavy rain, filling operations shall not be resumed until proper moisture
content and density of the fill has been achieved. Damage resulting from wea-
ther shall be repaired before acceptance of the work.
UNFORESEEN CONDITIONS
In the event conditions are encountered during grading that were not encountered
during the preliminary soils investigation, Alpha Laboratories, Inc. shall be
immediately notifled. We assume no responsibility for conditions which differ
from those found and described in the preliminary soils investigation report.
RECOMMENDED GRADING SPECIFICATIONS - SPECIAL PROVISIONS:
-
The minimum degree of compaction to be obtained in compacting natural ground
and in the compacted fill shall be 90%.
* Detrimentally expansive soil is defined as soil which will swell mre than
3% against a pressure of 150 pounds per square foot from a condition of
Optimum Moisture Content and 90% Relative Compaction.
A
Oversized fill material is defined as rocks, old concrete, or lumps over 10
inches in diameter. At least 40% of the fill soils shall pass through a No.
4 U. S.' Standard Sieve. Oversized material may be disposed of offsite or in
specially designated non-structural fills specially designated at the time of
grading.
~
L
L
L
LEUCADIA COUNTY WATER DISTRICT APPLICATION FOR SElrlER SERVICE -
Owner's Name - Daniel and Cherly Barnes Phone No.
Mailing Address 7645 Cortina Court %?A'?? i%i<h!I: ISSIIEI: UPON
Service Address: 2740 Arqonauta St G::;LDING wvir SNST DZ 6
Tract Description: lot 732 Meadows #4 kP2Ll'.3 FOX 3Y -
Carlsbad, CA 92008 p!XF!?T OF EIJILi)ll.IG FER?v!IT.
9- 5-3
No. Units 1 Connection Fee $ GOO .OO
400.00
pre-pd "pBB;Bg- Easement Connection -
Lateral Fee
Prorated Sewer Service Fee Total $ 600.00
orized representative) of id to the District at the
"
-.
If a service lateral is required, it wi.11 be i,nstalled by the Leucadia County Water
the main collection line in the street (or easement) to the point in the street (at District. The service lateral is that part of the sewer system that extends from
or near the applicant's property line) where the service lateral is connected to the appTicant'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.
made by the applicant at his expense. The connection must be made in conformity The connection of the applicant's building sewer to the service lateral shall be
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 comnences 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 information given is correct and agrees
to the conditions as stated. !
DEVELOPMENTAL SERVICES
BUILDING DEPARTMENT
CARLSBAD, CALIFORNIA 92008-1989
1200 ELM AVENUE
(619) 438-5525
February 28, 1983
Jan E Barrett Bank of Southern California 3026 Midway Drive San Diego, Calif
Subject: 2740 Argonauta
It is our understanding that Mr Barnes has foreclosed
the subject property and is now the owner.
This letter is to assure you that the building permit
is automatically passed to the present owner of the^
4 roperty. The permit has not expired.
MARTIN kv ORENYAK, D ECTOR za-
,
.
0 Assistant City Manager
(714) 438.5596
81 Building Department
(714) 4385525
0 Engineering Department (714) 4385541
0 Housing &Redevelopment Department (714)4385611
0 Planning Department (714) 4386591
February 3, 1983
Mr. Daniel Barnes , 7645 Cortina Court 'Carlsbad California 92008
Dear Mr. Barnes:
CARLSBAD, CALIFORNIA 92008 1200 ELM AVENUE
714 438-5525
To: Melvin Martin PC# '82-11 2740 Argonaufa St. SFD
Carlsbad, CA'. 92008'
. .. Subject: Building Permit Expiration
Dear sir: ..
..' .. recorcts inrlicate that your k,~5Ldirq
:. on 2-26-83 .
.~
... ' The provisions of URC %Go? 303(2) state: (a) Expiration. Every p&t: issued by
.. .
the buildinq official der the provisions of this code shall expire by Urnitation and
kcme null and void .if t5e Building or 'irork autbrized by such pdt is not m.encn3.
witkin 180 days from the date of such L>ermit, or if the building or mrk authorized
by such pet is sussrded or ahadoned at any time after the mrk is mmnced €or
.' a wid of 180 days. &fore such mrk can be recornnencecl, a new pelmit shall be first
obtained so .to do, and -the fee therefor shall be one-half the mount rwirecl for n
new pet fox such \;ark, provided no chges have ken made or will be mcle in the
original plans and WiEications for such mrk; and provided further that such sus-
pension or abdoment has not exceeded one year. Any pesttee holding an unaxTird peMt m!y apply for an extension of the tin;%? within b7hich he ray comence mrlc UrdirX
that Wmit when he i.s &le to cmence \ark within the tims rcyuirccl by this se~t:i.cm
for'good ad satisfzctory reasons. The buildiny official may extend the tixe for ac'ri~oTi
by the permittee for a prid not exceeding 180 days upn written request by th&
pvmittee showinq that circumstances beyod the control of the permittee have preventccl
.. action frm being taken. KO permit shall b3 extendd rno~ than once. In order tr, cenm . action on a pe-LTRit afw expiration, the attee shall pay a new full pdt fee.
', Please chck below initiatirg your intentiom ELnd return this letter to us.
..
Project whnd.. .. NS+ permit W~U ?x? obtain4 prior' to ccardnencing work. .- .. > .,,. I
Mucirm;m 180 day time eKtenSi0n requested. NOTE: Fate letter for an >.:. .,,I'
- extension request and reason for such must accmpny -this form.
If you have any question, please contact the Carlshd Building Oeprtment at 430-5525.
"
.. ..
' 1200 ELM AVENUE
~
CAftLSBAD, CALIFORNIA 92008
Date: 1-4-83 citp of QL.ar1$3bab
'TO: Melvin Idartin '. PC# 82-115 Dated: 5-14-82 2740 Argonauta St. SFD
Carlsbad, CA. 92038
TELEPHONE: (zi%mw$
714 438-5525
Subject: ~uildiq )?ennit Expiration
'. hr sir: : .. -:
.. :.Our records inilicate that your bdain; permit will expire by Limitation of tinm
.. . ,.
'. on ' 2-26-83 . .. . .. . ~. .
.~ "' The pmvisions of UEC Sectioq 3C3(ri) stake: (d) Expiration. Every pernit issued by
. ..
the.bJilding official umkx the provisions of this code shall expire by limitirtion an3
lxca'm r~ull and void if t?e building or 'iiork a'ichorized by such permit is not -.ECC€%I
within 180 days f.m the date of such pmit, or if the building or wrk au'Lhorized.
. ' a period of 180 days. Before s-xh vork can b2 recmmced, a new permit shall b first by such Ejcrmit is sqended or &andoned at any tiriie after the burk is comenccd for
ob+~in,d so to 60, and tie fee therefor shall be one-half the munt required for a new permit for sxh wrk, provi&d no changes have been made or will be made in the
original pl.anu and specilkations fOK such wxk; and provided furthw that such sus-' mion or abmdoment has not exceeded. one year. Any permitttee holdinq an unwpird
that. p-F.it when Pi is unzble to cmnence vmrk within the time rqireil by this se"cia1 peraxit may apply for an Elxtension of the ti~e within which he 1r2y comence w&rk ~uiler
for.gocd ard sa"&factary reasons. The building official nay extend the tirre for 2Ction
by the pernuttee €or a Fiod not exceeding 180 days upon writ~ten request tha
peanittee showing that circmstances beyorxi the control of the permittee lmve prevenkd
action frcn being taken. IW pmit shall k extended. mo~ than once. In order to WI-I~W
action on a permit ilfter &piration, the &tt% shall pay a new fd.1 pe_rmit fee.
"_.._."_". - """
. .I . .. .... " __ .. . " ..,.... " ~. ".". .~~~..~.~....~."..,_I "_ ,.,.. ,. . .. . . - I.. -. . .. .. -.. ." ."""__"." "" . .-.
..
-..
: DEVELOPMENTAL
SERVICES
July 17, 1981
Mr. Daniel R. Barnes REMX Corporation 731 South Highway 101 Suite 26 Solana Beach California (92075)
CARLSBAD. CALIFORNIA 92008
1200 ELM AVENUE
Re: Plan Check #81-19 / Extension
days has been granted to January 19, 1982. In answer to your letter of July 14, 1981, an extension of 180
1979 Uniform Building Code became effective Apri? 17, 7981. Plans will have to be rechecked for compliance with new code requirements and additional plan check fee may be required at the time of sub- mittal.
July 14, 191
Mr. Martin Orenyak Building OtYSclal Building Department
1200 Elm Avenue City of Carlsbad
Carlsbad, CA geoo8
RE: PC #8l-l9 plan Check Expiration @KI Argonauta Street
Dear sir,
Please extend the above application.
I did not receive mtjflcation that tbe plans were ready until sometime in May. A subsequent business trip has precluded any actLon on my part
until this time.
CI
DEVELQPME,NTAL SERVICES
0 Asslstant City Manager (714) 438.5596
bdBulldlng Department (714) W525
0 Englneerlng Department
(714) 4385541
0 Houslng h Redsvslopment Deparlment
(714) 4386811
0 Plannlng Depamnnt (714) W91
CARLSBAD, CALIFORNIA 92008 1200 ELM AVENUE
QLitp of &arI$bab
To: Daniel Barnes PC#: 81-19
Subject: Plan Check ExpiTation
Dear Sir:
Date: 5-22-81
The plan check for y~ur project at: 2740 Argonauta St., SFD .. . -~....-~. ... .
will become null and yo&d due to the limitation .of time 'on ' 7"19'-81; ' .
See 1979 Uniform Building Code Section 303-(c), Expiration of plan check. "Applications for which.no permit is issued within 180 days following the date of application shall expire by limitation and plans submitted for checking m.ay thereafter be returned. to -the..applicant or .destroyed by the Building Official. Tlie' Bu'i'l'din'g Offi'c'i'al may 'ext'end 'We' -t'ime' 'fo'r .ac- tion by the applic'an't fo'r' .a' p'eriod not. .exc'e'eding' ,180' days' u'p.on' .written request by the applic'ant .showin.g blia't'-'circumstanc.es beyond the 'control
ot the app1ican.t. hav'e' p'r'ev'ented 'a~ction' fron' bein'g taE In order to renew action on the application after expiration, the applicant shall resubmit plans and pay a new plan-check fee".
To renew your application please submit two new plans designed to the
1979 Uniform Building Code.
If you have any questions please contact the Carlsbad Building Depart- ment at 438-5525.
..
Very truly yours,
RO: hh
DEVELOPMENTAL
SERVICES CARLSBAD. CALIFORNIA 92W8 1200 ELM AVENUE
D Assistant City Manager
(714) 438.5598
’(714) 4385525
n Engineering Department
Bullding Departrnfmt
(714) 438-5541
~ouslno 6 Redweloprnmt Dnpartrnent (714) 438-5611
0 Plannlna Department
(714) 4%”
Subject: Plan Check Expiration
Dear Sir:
The plan check for your project at: has beccme null and void due to the linitatlon of tune.. 2740. Argonauta ..
See 1S79 Uniform Building Code Section 303 (c), Expiration of plan check. “Applications for which no permit is issued within .180 days following the date of application shall expire by limitation and plans submitted for
checking may thereafter be returned to the applicant or destroyed by the Building Official. In order to renew acrion on the application after expiration, the applicant shall resubmit plans and pay a new plan-check fee.”
To renew your application please submit two new plans designed to the 1979 Uniform Building Code.
at 438-5525.
If you have any questions please contact the Carlsbad Building Gepartment
Very truly yours,
MO : hh
. . . . , . ., . . , . .. . -. . ., .- . .. . . .
DEVELOPMENTAL
SERVICES . CARLSBAD, CALIFORNIA 92008 . 1200 ELM AVENUE
o Housing 6 Redevelopment Department
0 Planning Department
(714) -1 1
(714) 4284561
Citp a€ QLarIfsbaU
To: Daniel Barnes PC# : 81-19
Subject: Plan Check Expiration
Dear Sir:
The plan check for your prpject ?it: 2740 onauta St., SFD. . . ..-..~... ..-. . .. will become null and voi,a due to the limita ! ion .of time .o'n' 7-19-81
See 1979 Uniform Building Code Section 303 -(c), Expiration' .of plan che'ck. "Applications for which.no permit is issued within 180 days following the date of application shall expire 'by limitation and plans submitted for checking may thereafter be returned to the..applicant or destroyed .by. the Building 0ffici.al. 'The' Bu'i:Tdin.g .Offi'c'i'al may .ex'ferid 'th'e' 't'ime' .'for :ac- tion by the applic'an't' for' 'a' p'eiiod no't .'e%'c.e.e'ding ,180 days' up'ori written' request by the' app'lican't showing' th'a't' .'cir'cumstaric.e's. Eeyorid 'th'e' Control' or the applic'an't 'hav'e' p'rerent~e~d 'action. 'fr'oni be.ing 'taken. In order to renew action on the application after expiration, the applicmt shall resubmit plans and pay a new plan-check fee".
To renew your application please submit two new plans designed to the
1979 Uniform Building Code.
If you have any questions pleqse contact the Carlsbad Building .Depart- ment at 438-5525.
Very truly .. yours,
. ........ ~~~.. . -
.. ..
MO: hh