HomeMy WebLinkAbout2610 ABEDUL ST; ; 82-141; PermitDECLARATIONS LENDER WORKER'SCOMPENSATION OWNEWBUILDER -1 CONTRACTOR II 1- T
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Pink - Applicant Gold - Temporary File White - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor
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INTERDEPARTMFN-lAl INFORMATIOM SHFFT v-
UJLD ING DFPARTMFNT DATE :
BUILDING ADDRESS: -
A.P.N: - - C.T: -
ZONE: SCHOOL FEES: SAN DIEGUITO SAN MARCOS
ENCINITAS CARLSBAD -
-UNITS REQ'D: PROVIDED:
% COVERAGE ALLOWED: .PROVIDED:
PARKING SPACES REQ'D: PROVIDED:
BUILDING HEIGHT REQ'D: PROVIDED:
- FRONT SETBACK SIDE SETBACK ' REAR SETBACK -
ALLOWED :
PROVIDED:
INTRUSIONS:
RE-DEVELOPMENT APPROVAL REQ'D:
LANDSCAPE 6 IRRIGATION PLAN COMMENTS:
ENVIRONMENTAL PROTECTION REQ:
ADDITIONAL COMMENTS:
OK TO ISSUE: DATE :
DGINFFRING DEPARTMENT
R.0.W: IMPROVEMENTS:
PUBLIC FACILITIES FEE:' SEWER CONNECTION :
DRIVEWAY LOCATION(S) :
GRADING PERMIT:
EASEMENTS: DRAINAGE:
LEGAL CESCRIPTION: 1. I
ADDITIONAL COMMENTS: di4 7-l
~~~ ~ - -. "
-
*CHECK IF ENGINEERING INSPECTION REQ'D. ON FINAL:
OK TO ISSUE: " DATE : PWI : OK TO FINAL: II
DATE : -
3~~".~~-~*.~-*.-- .. .. .. . .. . .. %A
* IF TtlIS ITEM IS NOT ClIECKED, BUILDING DE1'.4l?TMENT WILL MAKE
FINAL INSPECTION.
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International Conference of Building Officials
RESEARCH COMMITTEE REPORT Report No. 11 47
March, 1980
Filing Category: FASTENERS-Manual or Powder-driven Steel Studs and Nails
EXTERIOR/PERIMETER SILL AND INTERIOR PLATE ANCHORAGE RAMSET FASTENING SYSTEMS, SPECIALTY SERVICES CROUP. OLIN CORPORATION 275 WINCHESTER AVENUE NEW HAVEN, CONNECTICUT 06511
samped on the head. Ramset fasteners are identified by a "W" stm@ C. Identification: Ammo pins are identified with an isosceles triangle
on the head.
Ramset and Ammo Fasteners, and driving tests in concrete test SpecimCnS 111. Evidence Submilled Load tests on foundation plates anchored by
6inchawidearesubmitted.
1. Subject: Exterior/Perimeter Sill and Interior Plate Anchorage.
11. Description: A. Ramsel Sill Anchorage: The Ramset fasteners are driren with a Ramset powder-actuated tool. The extenor wall foundation flares of 2-inch nominal thickness are attached to the foundation with h,rt Fahtenera and discs as indicated in Table No. 1. The 3348
extends 1'6 inches from the head. The spacings shown in Table No. I fasteners haw diameters of ,188 inch and ,218 inch. The larger dlameter
prwide lateral resistance equivalent to nominal plate anchorage using '..mch anchor bolts spaced 6 feet an center.
Interior plate anchorage is accomplished using the pins described above for exterior sill anchorage or any of the pins which are identified by the dunensions set forth in Table Nu. 1. The method of installation is similar
IO that described above for the exterior sill anchorage.
nominal thickness are attached to foundations with NF628EG or NP- B. Ammo Sill Anchorage: The exterior wall foundation plates of 2-inch
628EG pins and I X-inch-diameter washers having a minumum thickness of 0.0625 inch, These pins have a step-tapered shank with the larger diameter extending I% inches. The NP-524CPL may also be used for ex- terior sill anchorage, Interior wall foundation plates of 2-inch nominal thickness are attached IO foundations with NP524C. NF424C. NP-624D or NF624D pins in addition tu those fasteners identified abovc for ex- terior sill anchorage.
II. The spacings shown in Table No. II provide lateral resistance Length. shank diameter and required spacing are set forth in Table No.
quiralmt to nominal plalc anchorage using %-inch anchor bolts spaced 6feet on center.
4. The pins are not used to atlach plates to the perimeter OfCoECmle
(a) A cold ioint is made between the slab and loundation Wow tk slabs where: .~~. ~ ~ plaie.
formed ofconrrrtr block. (b) The plate Is installed on slabs supporled by foundation WaUs
5. The pins are not installed until the concrete has cud at Ins1 seven
days or has reached an ultimslr strength of 2000 pounds pr squareinch.
6. The fasteners am not to be installed In concrete wllh a thicknew
less than three limes the rastrnrr penetralion.
This report is subject tu re-examination in lwo years.
TABLEN0.I""
1524' 3'4 6 30 ,152 2.0' 2.0- 3.0 3.0 2.0
1524SD' I 3',;. 1 .30 .I52 2.0' 1 2.0. 3.0 3.0 2.0
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Report No. 1147 Page 2 of 2
Date1
Prepa ed byt Bldg. Dept. & VALUATION AND PLAN CHECK FEE B k3dl L
APPLICANT/CONTACT 7 PHONE NO.
BUILDING OCCUPANCY E-3 n/) DESlCNER PHONE
TYPE OF CONSTRUCTION q- fi) I CONTRACTOR PHONE
Building Fennit Fee
Plan Check Fee S77J35- .
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0 APPLICANT COPY
7 0 PLAN CHECKER COPY
' Qitp of CarIs'bab /' a Submit to scale fully showing dimensioned location plot size, plan and drawn use ' ' fir on the lot. Identify property liner and of all existing and proposed Structures
Show lot dimensions and all easements. Show location Of all Cut or fill slopes and approximate finish floor elevations for all structures and show elevations at mcLvr h,, G~LS I2epu4 all corners. See. 302(b)7.
Indicate distance from center-line of street
curh to property line. Sec. 302lb)7 i" or alley to property line and distance fran
il'lOJECT ADDRESS: d0dshadA/ * /y Plans, Specifications and calculations shall
kGN7
be signed by a California State licensed engineer or architect. (California
TC: Business and Professions Code)
r:. Fxns PROTECTION
Walls closer than 3 feet to property liner
Shall be one-hour fire-rated construction, have no openings, and shall have 30 inch parapets when the building floor area exceeds 1,000 square feet on any floor. (Table 5-A Sec. 17091al
PUN CORRECTION SHEET
SINGLE FAMILY AND DUPLEX DWELLINGS
Plan Check No.
from the property line. Sec. 1710 and
Sec. 5011bl
Date Initial plan Check completed 7' Projections, including eaves.shal1 be one- hour fire-resiative construction, heavy timber or of non-combustible material if they project into the 3' setback area from
Plan Check is Imited to technical requirements the property line. See. 1710 canrained in the Uniform Building Code, Uniform Plumblng Code, Uniform Mechanical Code, National Electrical Code and State laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on L'.~ ~ R(X)H SIZES, LIGHT, VENTILATIONS AND GLAZING 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. J I1 atttable rooms. other than kitchens, shall
The item circled below need clarification, modification or change. A11 circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations.
Show location of permdnently wIrt:d Smoke
dr tvctor. sec. 1210
One mom must Contain a minimum of 150 square
feet of superficial floor area. Sec. 1207lbl
at least 70 square fect of Ilaor Sec. 1201(b)
Wlndow area must be at least 1/10 of the floor area and a minimum of 10 square feet Sec. 12071a). Appears to be deficient
Openable windou area must be 1/20 of the floor area and a mlnimum of 5 square feet. In bathrooms. laundry rooms and similar
One-half of all required window area must be openable in
to:
bathrooms, water closet compartments. laundry rooms and similar rooms if required Windows axe not provided. Sec. 12051s)
To facilitate rechecking, please identify, next to each circled item. the sheet of the plans upon which each correction on this sheet has been made and return thio check Sheet with the revised plans.
:. Indicate on plans the name of the legal
/f
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Show ceillng height for laundry rooms, hallways, corridors. and bathrwmr is a L. minimum of 7'0". Sec. 12071a1
Provide 30" clear width for water closet compartments and 24" clearance in front 9 water closet. Sec. 17111bl
Handrails shall satisfy the following:
Provide handrail for stairways over 30' high when serving a single dwelling. Title 24, Sec. T25-22fbl
nosing of treads. Sec. 3305rjl b. Handrail shall be 30" to 34- above the
C. Handrail projecting from a wall shall
living unit. Sec. 1208
have a space not less than 1 1/2" btween
The hand grip portzon of handrail shall the wall and the handrail.
be not less than 1 1/4' nor more than
Sec. 33051j1 (sea attached) 2" in cross-~ectional.dimen.ion.
adjacent to such doors and glazing adjacent
landing shall have a dimension. direction of travel, at leaat equal to the Stairway width. Sec. 3305Iql J 5 . A dwr 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. 3305fgl
height shall not exceed 44" above the floor. The window must have an openable area of
at least 5.7 rquara feat with the minimum openable width 20" and the minimum openable height 24". Sec. 1204 door may open rnward at the top step of a stairway provided the top step is not
and cornices may not project into mere than 7 1/2" Lower than the flwr level. a required yard more than 2 inches for each Sec. 3303lil2 foot of yard width if required windows open into the yard. Sac. 1206fdl Provide details of wnding stairway.
A mezzanine is an intermediate floor and
percent of the total floor area in the room below, and the mezzanine floor must have MaX1mUm rise is 9 Inches.
must have 651 of the long side open to the room below.
may not have a floor area exceeding 33 1/3
tread is 6 inches at any point
9 rnchcs at a pint 12 Inches Side of the stairway.
a clear height of 7 feet. above and wLdth i3 inchar. set. 33051dl
(see attachedl t/ mezzanine floor and is, by Building Code The loft you show does not comply as a
definition, a story
f Prov!d= spiral rtairvsy details:
a. Mlnlmum run IO 7 1/2 inches at a pant
b. Maximum rise is 9 1/2 inches.
from where the tread is the narrowest.
C. Minimum headroom is 6 feet 6 inches. sec. 3305(fI lsee attachedl D. EXITS, STAIRWAYS, AND RAILINGS / Sprial stairways may not be used for required exits when the area served is greater than
400 sq. ft. Sec. 3305(fI above the second story shall have not less than 2 exits. Sec. 3302ral /
than 36. in width and not less than 6"l"
at leaat 90 dqreer. Sec. 3303lel in height, and shall be capable of openrnq
Provide 36" high protective railing for
adequate to aupport 20 pounds pr lineal foot at a right anple to the top rail.
Provide stairway and landing details.
Sec. 33051bI L (E)
a. Maximum rise 8" arid minimum run is 9".
b. Minimum head room is 6'4".
C. Minimum width is 30".
J' 5 . Sp~ral stairways must have a clear walking space of 26 inches between the column and handrail. Sec. 33051fl
calculations and approved fabricator
or note that the stairway fabrication shall registered with the Building Department
be done under special inspection per the approved fabrication plans. Sec. 306fa14B nd Sec. 3061f)
In buildings over 2 stories in height. provide 3/4 hour fire-rated assemblies for a11 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. I305 ,
Exterior Stairways shall not prolect iDt0 the 3 fwt setback from the property lines.
Sec. 3305fnl
,&/The walls and soffit5 of the enclosed UStble space under interior stairs shall be pro ected
an the enclosed Side as required for One-hour fire-resistive Construction. Sec. 33051ml ~arages are not
a room used for
Show 1 3/8" solid core self-closing door for openings between garage and dwellmg.
Sec. 503fd)
. Minlmum construction be made a part of the Openings between (See attached) windows. Sec. 1214 require Self-Closinq doors and Statlonary
Show garage framing section, sire of header over garage opening. lateral c-
f%&&r 23
and methoa of bracing garage
3 1/2 to 1 Or 2'8". Table 24-1
21;:::: roof pitch. fl ROof,pttch is not adequate for roof type rrl speclfred. Specify minimum pitch of NOTE: Minimum plywood diaphraqm ratio is
to support accumulated water. Ssc. 3207f.3)
Show roof drains and overflows. Sec. 3207raI
Provide skylight details to show compliance with sections 3401 and 5201 or provide IC00 approval number.
7 . Provide plastic roof panel details to show / co,mpliance with Section 5206 or provide
Show attic ventilation. ninimm vent area is 1/150 of attic area or 1/300 of attice area if at least 501 of the required vent is at least 3 feet above ceiling joilts.
StC. 32OS1Cl
dwellings and attached garages may swlng m either direction provlded the difference in floor elevation between the dwelling and garage does not exceed 7 1/2 inches and provided the door is not used as the primary means of egress from
the building.
If the difference in floor elevation exceeds 7 1/2 inches, or if the door is used as
additional stem or 1andin.z must be provided the primary means of egress from the building,
and the door must not swing over the dcpresaed in accordance Gith stairway requirements,
level. (see 3303fi12 and 3305 191.
water heater, or any other device which Provide 18" raised platforms for any FAU.
Note that continuous fire wall protection
may generate a flame or spark.
shall be installed behind raised plstfornlrl prior to framing platform.
n. UASONRY 8./ H. ,FOUNDATION REQUIREMSMS
Provide fireplace construction details or note construction to be per attached fireplace standard drawing. Soc. 3707
9. Note OD plans that.A soils engineer shall eva.luate any unanticipated uncompacted fill or expansive soil or other soil problems
h Airclosed during construction". Sec.3061allZ.
Show veneer support and connections comply with Sec. 3002, 4.5.6. and Sec. 2516lal regarding tier and 19 wire in horizontal joints or note construction to be perattached sheets 30-1 or 10-2.
Show height and construction details of
Note that cleanout openings shall ba'provided
at the,bottom of 811 cslls to be grout filled over 4 in a single pour. Cleanout shall be sealed before grouting, after inspection. See. 2415
Show floor and roof connections to msonry walls. Connection shall resist 200 pounds per lineal foot or the actual design load,
Provide material specifications for mortar,
grout, masonry and reinforcing steel.
Show how masonry house walls retaining earth are to be waterproofed. Provide detail.
classification determination by a licensed engineer or architect based on observation, tests, boring., or excavations, and containing comments on the degree of
expansiveness, compressibility and baaring value. Sec. 2905
11 masonry walls. Chapter 24 Note on the plan the roils classification. whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905
The foundation plan does not comply wzth the soil report recommendation for this pr0ject~W
*lL< \2ePON) - LOT \5.
hichever is greater. Sec. 2310 the foundation plan listingA recommendations for foundatLon
Note on the to the Contractor requesting a Building
Department foundation inspection, the soils cnqineer shall advise the Buildma
w~ll be required for
Note that special inspection of the masonry Official-in writing that: 1. the building pad was prepared in aceor- dance with the soils rmort:
G. GWAGE AND CARPORTS
arage requires one-hour fire protection on the qara9e side of walls nnd ceilings - common to the dwelling. Table 5-0 Scc.503lbl
10 .All elements supporting floor abvc garage
8' b
on the garage side. Sec. 503. Beams and to have One-hour fire-resistive protection
posts. not within tho wall or ceiling con- struction, must comply with UBC, Table 434, or be mmimum 6' dimension beam and mlnirnum y 8" post.
2. the utility trenches hake been properly
3. the foundation excavations, forming
backfilled and compacted, and:
and reinforcement comply with the soils report and approved plan.'
Provide Spread footings for concentrated loads designed for 1,000 PSF soil bearing
or par bearing value as deter-lned by an engineer or architect. Ch$pter 29
height of a11 foundation Walls. C!ldpteT 21
Show heiqht of retained earth on all foundatron /- walls. Chapter 23
cut or flll slopes and Show steepness and Show distance of foundatLon to edge of
hekqhts of Cuts and fills. Chapter 29
Note on plans that wood shall be 6* above finish grade. SIC. 24171~) 7.
Note on plans that surface water will drain away from building and show drainaqe Pattern and key elevations. Sec. 29051fl
Dimension foundation per Table 29A.
TABLE NO. =A-FOUNDATIONS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS W
Nore cross bridqmq or blocklnq. Ploor
and spannlnq more t3an 0 feet shali be
loi5ts and rafters more than 1:" 13 30gt?
supported later,Illy 5y brldqinq at ~?Zer':lls not exceedmg 9 feet. 5ec. :536la'
of floor ~oists, and for rafters at exierior Show blocklng at ends and at ouppoets
walls. Sec. 2506191
?' at exterior walls on trussed roofs. Show solid blocking at ridge line and
Sec. 2506lgl
,Y be doubled under bearing particions running
Show double joists. Floor joists shall
. show rafter ties. Rafter tier shall be
parallel with the joists. Sac. 25181dl 5
spaced not more than 4 feet on Center where rafters and ceiling joists are not .parallel. Sec. 2518lhl
down anchors on foundation plan. Sec. 2312lf1
Show rafter purlin bracer to be not less
than 45 de e-es to the horizontal. . ,Sec. 25181?tI- fl plate of interior partrtlons and bottom Show 1/2" minimum clearance between top
Chord of trusses. (TO ensure loadmq will be as designed.)
Show double top plate with minimum 48' lap splice. Sec. 25181gl4
ffl
&.d. Show ndilinq will be in compliance wzrh .Table 25-P.
Provlde fire Stop3 between stories. between top story and roof space, at ceilings and floor levels in Interior and exterik
walls. in mansard roof or eyebrow so no concealed ar furred apace is qreater than
stair stringers at top and bottom and 10' horizontally or vertically. between
between studs alonq and in line with stair run adjoining stud walls and pdrt~tlons. at perimeter of slidinq door pockets.
between chimney and woad frame uslnq metal or incombustlbles for the fire stop and at other placer that could afford pasraqe of flame. Sec. 25171fI -
Show stud slze and spacrng. Xaxlmum allox- able Stud heights: 2.~4.8 16" IS 14': 3"~4"62"x6'@ 16"o.c. is 20'. Sec. 25101ql2
g:
,
Note on plan that hold darn anchors must be tied in place prior to foundation inspection. Sec. 23121fl
Show adequate footings under a11 shear walls. Sec. 23111~1
Show stepped footinqs for slopes steeper than 1:lO. Sac. 29071~1
Show minimum 18. clearance from grade-to bottom of floor joists and minimum 12 clearance to bottom of pirders. Sac. 2517 (Tables 1.J.K).
Note an R.I.T.C. Certificate of Conpllancc for glued laminated wood members shall be given to the Bulldmq Inspector pr10r
to erection. Eec. 3061fl
Detail all post to beam and post to footlnq
connections. Sec. 25171cl 4
y5. Specify nail ~xze and spacinq for all shear walls, floor and roof draphraqms. indicate required blockmq. nalntdln maximum diaphragm dimension ratios.
y": of three story building. St=. 25101fI Show 3.~4" or 2.~6" studs in first story
fl. Provida truss details and truss calculationr.
to I 1/2 sq. tt. for asch 25 lineal feet of exterior foundation with openings as
cross ventilation on at least two approximate- Section 3021al 7 ly opposite sides. Sec. 2517
close to corners as practicable to provide
1. PWING
7. Show wall bracing. Every exterior wood exterior locations, wood columls and pats shall be supported by piers prolactin9 stud wall and main cross partition shall at least 2" above the finish4 qrade and be braced at each end and at least every shall bear on a metal base plate or treated 25 feet of lsnqth with 1x4 diagonal wood unless the columns or psts are foun-
Show location of attic access with minimun s~re 22" x 30.. Sec. 3205 Show access to the attic or under floor furnace to be minrmum 30 inches by 30 inches. Sec. 708 & io9 UMC 4. Show draft separation for attic areas 9 in excess of 3,000 sq.ft. Sec. 3205 that passageway to the attic furnace
for space between dropped ceilings and floor above in excess
of 1,000 sq.ft. Sec. 2517
fication index. Table 25-5
When roof pitch is lera than 3:12, design rldge as a beam. Sec. 2518 lh)
I . wood shear walls shall not be used to
s"/,esist horizontal forcer contributed by
and panel indcnti-
for the attic furnace. Sec. 708 UMC
for attic furnace. or Section 710 for roof or outside furnace.
212. Note On plan, gas vents and non-Combustible piping passing through three floors or less $hall be effectively draft rtoppcd at each floor or ceiling. UBC Sec. 1,061a16
masonry in buildings over one story in
Gypsum lath and plaster. gypsum sheathing board and gypsum wallboard shall not be used in vertical diaphragms to resist forces imposed by masonry or concrete
elght. Sec. 2516lbl
K. ELECTRICAL (National Electrical Cadel
A11 wiring shall comply with the National Electrical Code.' onstruction. Table 47-1
Shall be rolid blocking. Note on the plan the amperage Of electrical wall studs arc leas than 14".
)9K 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.
installation is more show panel location
sec. 25181916
Show plywood sheathing over exposed maves, or other weather exposed areas, is exterior b. Sizes of all conductors, switches. grade. Sec. 2517lgl 3 circuit breakers, fuses. and conduts.
Show a weep screed at the foundation plate C. Approximate length of service feeders. d. Provide plot plan showing servzces,
StUCCoed. Sec. 47061~1
Provzde an approved waterproof building e. Provide typical panel schedulelsl. paper under wood siding. Sec. 1701lal
195. Specify an approved flashing for exterior openings and parapet walls. SCC. 3208
Show corridor width to be minimun 36". Spacing is not adequate in Sec. 3304lb)
and provide a *Ingle line diagram and load calculations including:
d. wiring method employed.
wline on a11 exterior stud walls to be all panel locations, circuit arrangement and load distribution on panel busses.
Dwellings reqoire minimum 100 amp serncc.
Show location of all electrical receptacles.
Electrical receptacle locations and/or
Specify- acce,s. At least one receptacle shall be installed fl. Ridges. hips, and valleys shall be at Outdoors. in basements and attached garaaes.
leaat one aim larger than supported rafters. Sec. 2518lhl 3
Provide metal straps across ridge beam and rafters.
aths and Out-NEC Rrt. 210-8caI.
J. UECHANICAL
A11 heating, ventilating, and cooling systems
Mechanical Code. and appliancea shall comply with the Uniform
Show theeef all - L. PLUHBTNG (uniform Plunbinq Codel heating a applian r systems. All plumhing shall comply with the Unifrom
Show source of combustion air for furnace wrll comply with Chaper 6, U.M.C.
Every dwelllng unlt shall be provided with
Show water heater sire, type and
hcatlng facrlrtles capable of maintain- Show method of providing combustion air ing a room temperature of 70' F. at 3 to fuel burning Water heater. Sec. 1307 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 planr,clearancsr to be per manufac- 'curers listing. Sec. 704 UMC
Furnace shall not be installed under any
Furnace shall not be ins'tallcd in any Sec. 1903 swd bedroom, bathroom. closet, or in confined space with access only through such roam,
enclosed furnace or electric heating appliance. unless Specified as direct vent appliance,
set. 704 UMC
Show ICE0 approval for prefab fireplace
and Provide approved inatallation inatructranr at job site.
y" . :.:
Fuel combustion water heater shall not be
opening into bath or bcdrwm. Sec. 1309 installed in bath or bedrwm or in a closet
heater from Vehicle damage. SCE. 1310
Show T and P valve on water heater and show route of/d;.cTline to exterior Sec. 10071el SWcu
Provide dryerryside. UIC
Note on the plan that hose bibbr and lawn sprinkler systems shall have appr;ved backflow prevention devices. Sec. 1003
y4' and have a minimum floor area of 900 sq.in. Shower stall shall accomdate a 3O'circle
UPC 9091dl
p'. Provide adequate barrier to protect water
fl. stairway. SCC. 704 UMC
F\I= \&L~SSC-O LNGUV c-,%-ntt:;.<
pL3R yL7M,\>. sye'cs,
7 'NOISE INSOLATION fDUPLEXES1
2 . show +:ails of duplex cornon Iparty) walls and f:o';r/ceiling assemblies to achleve
a Sound Transmission Class ISTCI rating ~n walls of 50 decibles and an Impact Insulation Class IIIC) rating on floor/ ,ceiling of 50 decibles. Title 25
how penetration of assemblies for pzpmg, electrical dentes, recessed cabinets,
bathtubs, soffits, or heatrng ventllating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound transmission rating. Title 25
Outdoor pools with fossil fuel heaters requlre pool covers as well as other energy raving devices such as time clocks. etc. T20-1406
0. IIISCELLANEOUS 3. Show a minlinum 2" air space and flashing between planter and building walls.
Specify material to be used under the shower tile. Sec. 1707fa)
Chapter 47, UBC. Specify lath and plaster to comply with
Provide insulation in walls and ceiling to achieve STC of 50 between garage and livmg area if garage use is not controlled
by resident Title 25.
Two 3/4" copper pipes must be installed
from water heater location to convenient
305. Provide sleeves Iroof iackrl in roof for
location of future solar panels (City 0rd.I
ENERGY CONSERVATION
All additions to existins residential bulldings must comply wirh Title 24 energy regulations. Addleions exceeding 309 Of the existinq building requires the exlsting and addition to ha& Rz19 ceiling insulation if the existrng ceiling area
IS accessible far insulation installation fT20-1401fcl.
Speclfy the insulation R valves for walls. roof and ceiling. (R-11 foe walls: R-19 for ceilings, oc provide details and analysis
Specify the pros8 floor area or heated
for alternate design. T20-1403 Table A b 28.
of glazed openings on the plan. fT20-14301 portion. of the dwelling, and the area
Pronde an analysis justifying increasmg
the single glazed area beyond 168 of the gross floor area. Show method to reduce heat loss to that which would occur with '
bonnet capacity of the gas central furnace Provide anergy analysis to show that the
does not exceed the building design heat loss by more than 30s. (Exceptions:
California Efficiency Adjustment.) T24-1404 a.ooo BTU HZ. output furnace. see also
Note on plan that all tranverse ducts, plenums, and fitting joints of WAC system shall be sealed with pressure sensitive tape or mastic to prevent air loss. T20-1404
conform to UW Section 1005. fTZO-14041
Note on plan that a11 doors and windows to th. exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. lT20-1403).
fl required on a11 fan systems exhausting Note on plan that back draft dampers are.
28d: Electzical resistance PD~C~ heating shall
air from the building. T20-1403
rfb asic glaring. 1220-1402,def.I
Y-
7
/,
2 . Note on plan that insulation of ducts shall
/ not be used unless: a. 608 of haating/cooling is supplied bv a nondcDlatable source. b. sipplement; a heat pump system.
C. less than 108 of total heating system. d. life cycle Cost analysis justifies.
Note on plan that all heating and cooling equipment efficiencies shall conform to Tltle 20-Chapter 2, Subchapter 4. Article 4.
T20-1104
,475a for forced air furnaces).
vote on plan that no natural gas, central
an Intermittent Ignltion Dence. T20-1405 plant may be installed without
Elec-r~c resxstance water heating is not permrtted anless verfied as Cost effective by a llfe cycle Cost analysis. T20-1406
- NOTE:
The plans wera reviewed based OD the infomation shown on
construction, the permittee shall Contact the Building
the plans. If the plans are in esror, os changed during
with the work: *
Department for review and prior approval before proceeding
0 Building plans are substantially correct
and complete.
Date:
0 Building plans would be Substantially correct
and complete if minor corrections are made
at C0""tCr.
By:
# complete plan recheck, by plan check
Building plans require major corrections and
If you have any questions regarding this plan Check, please
call
We 'would also be pleased to meet with you, at no charge. if
addltional msistance is needed.
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PHILIP HENKING BENTON
CRL.IDI*T . ClYlL L!*OIN.I"
a06 Construction Company
771 1 Palenque Street
'Carlsbad, California 92008
BENTON ENGINEERING, INC.
APPLIED SOIL wEcnmIcs - FOUNDATIONS
5A.N DIEGO. CILIFORNtA 91123
ll8.0 RUFFIN ROAD
Subiect: Proiect No. 82-6-3M
Moisture Contents in Subgrade Soils
Lot 113 of La Costa Meadows hit No. 1
Carlsbad, California
Dear Mr. Olm:
This is to report the results of tests to determine the moisture contents of the soils in the
upper three feet below finished grade in the proposed building area at the subject
site in Carlsbod, California.
The soil samples were obtained on June 3, 1982 and the results of the moisture
determinations are presented as follows:
Approximote
Location of
Samples
Southerly portion of proposed building area
Northerly portion of proposed building area
Depth Below
Existing lvbisture
Grade
jin feet)
Content
(% dry wt)
1.0
2.0
3.0
1 .o
2.0
3.0
14.0
19.1
15.7
15.8
18.8
20.6
It is concluded from the field observations of the various soil types and the final results of
the moisture determinations that the soils in the upper three feet below finished grade at the
locations sampled have been sufficiently moistened to minlmire the potential expansion of
the roils, as recommended in our report under Project No. 70-10-28D dated October 12, 1971.
It is recommended that positive drainage, 6 inches of vertical fall in 6 feet horizontally,
should be provided around the perimeter of the house in londscaped areas. Drainage system
, .Olas Construction Company
Project No. 82-6-3M
-2 - June 4, 1982
should be provided to collect all runoff from roofs and conduct the water in watertight pipes
either into the streets or storm drains. All surface drainage should be preventedfrom ponding
adjacent to or running over the tops of slopes. Inlet boxes and watertight pipes should be
installed when necessary to amply with the above requirements.
Respectfully submitted,
BENTON ENGINEERING, INC.
Reviewed by
ton, Civil Enaineer
RCE‘No. 10332. -
Distribution: (3) Addressee
RCR/PHB/ir
BENTON ENGINEERING. INC.
Service Address: 2/0/n~ Abedul St
~~~~t ~~~~~i~ti~~: lot 113 La Costa Meadows 1 8il.L!31;4G PERMIT MUST BE
APPLIED FOR BY - _____-
Assessor's Parcel No. 715 790 05
Type of Building s.f* No. Units Connection Fee
Lateral Size: 4" G" 8" Saddle - pre-pd Easement Connection -
- I-
"
600.00
- - -
Extra Footage: __ @$ Extra Depth: @$ "e&?d
Lateral Fee
Prorated Sewer Service Fee
Total $-
The application must be signed by the owner (or his authorized representative) of
time the application is submitted.
the property to be served. The total charges must be paid to the District at the
If a service lateral is required, it will be installed by the Leucadia County Water District. The service lateral is that part of the sewer system that extends from
or near the applicant's property line) where the service lateral is connected to-. the main collection line in the street (or easement) to the point in the street (at
the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the stree't (or easement) where a connection is made
to the service literal.
The connection of the aoolicant's buildina sewer to the service lateral shall be
Ck. No/Cash Date Rec'd By
"" ~ ~ ~ I.~ ~ ~ made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT. THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDEREF INVALID AND WILL NOT BE ACKNOWLEDGED.
The prorated sewer service fee is based upon the date the District estimates that
additional fee or refund if service actually comnences on a different date. For service will begin and covers the balance of the fiscal year. There will be no
succeeding fiscal years, the sewer service fee will be collected on the tax roll in the same manner as property taxes.
The undersigned hereby agreesthat the above information given is correct and agrees
to the conditions as stated. * Date Q//2- ccount No.
/ City of Carlsb, MISCELLANEOUS
120; ELM, CARLSBAD, CA 92008 TEL. (714) 438-5525 RECEIPT I
N
DESIGNER AWRESS :. ' -,.. ..
1 7 HOUSE MOVING
2 PARKS AND RECREATION F€E
7 PUBLIC FACILITIES FEE
7 SCHOOL FEE. DISTRICT
,.