HomeMy WebLinkAbout2856 CACATUA ST; ; 83-173; PermitDECLARATIONS LENDER WORKER'S COMPENSATION OWNERIBUILDER CONTRACTOR -1 1- I'I! ,
1
1;
1
r 1
n r r <
i I- -
E
x
6
0
- 3
Y
Pink Ts Applicant Gold - Temporary File
:- lj -_ White - Inspector Green - (1) Finance (2) Data Process, Yellow - Assessor
-I C m D z U v) I 2 rn a -0 D z - - . 5 n 0 0 R Ip 0 E c z 0 WJ C m n R D z rn r - 4 rn r- 0 z v, W rn 0 1 0 z n
0 0 n o
-
rn
I
To: FIRE, PLANNING, ENGINEERING FINAL INSPECTION
Address a3-z k a, Date* Plan #
vr.n
Type of Construction dPL? T I 0 Person to Contac Ph. No. 74 ,3-s946
N
R E Q U E S T
Remarks:
I’
n rn n E rn 0 cn D rn * 0 r I I t 1
0
-__ . . . . . - I_ - .
$- .
4Y i
City .iQlf earls ba d ME ELL AN EOUS
1200 ELM, CARLSBAD, CA 92008 TEL. (714) 438-5525 RECEl PT
7 - City ' I'
1 I T
State Lic. City Lic. No.
~~ ~ ~-
CTMPLETE FOR PLAN CHECK ONLY
LEGAL DESCRIPTION
ASSESSORS PARCEL NO 6 ?I5*.370 15
PLAN ID NO. 83-/73
DESIGNER ADDRESS
PHONE
2- .-/ I<\
Signature of Applican
I '.
PLAN CHECK FEE
VALUATION /dL sdd-
DEMOLITION
HOUSE MOVING
PARKS AND RECREATION FEE
PUBLIC FACILITIES FEE
SCHOOL FEE. DISTRICT
Carlsbad I
Enci nitas
San Diego
San Marcos
n I
O I 0 I n I -
n
r- I
- I
n I
n I
P--7 I U
0
n I: U
TOTALFEE $
'WARNING: PLAN CHECK FEES. WHERE NO ACTION IS TAK6N BY THE APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED, FEE ARE FORFEITED TO THE CITY.
COMMENTS
White - Applicant Yellow - File Pink - (1) Finance (2) Data Process Gold - Assessor
PLAN CORRECTION snmr
SI- FAMILY AND DUPLEX DWEUIWCS
Plan Check No. 83 -/ 7-3
Date plans received by jurisdictionFHA ?/* 1
Date plans received by plan checker m6M. sr'a.
oc - Date initial plan check completed
FOREWORD: PLEASE READ
Plan check ir limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state lawr regulating energy conservation, noise attenuation and accers for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections bared on laws and ordinances enforced by the Planning Deputment, Engineering Department
or other departmentr.
The itcmr circled below need clarification, modification or change. All circled itemr have tc be satirfied before the plans will be in conformance with the cited codes and regulations. Par Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law.
PLANS -
Please mke all correction. on the original tracings and submit two new sets of print., and any original plan sets that may have been returned to ou b the jurisdiction,
t=: &- D???
Submit fully dimensioned plot plan drawn f ' to ocale showing location size, and use of all existing and proposed structures on the lot. Identify property liner and show lot dimensionr and all easements. Show location of a11 cut or fill rlopes and approximate finirh floor elevations for a11 rtructurer and ahow elevation. at
Indicate distance from center-line of rtreet Ir or alley to property line and distance fran curb to property line. Sac. 3021b)l
Plana, specificationr and calculations shall /d be signed by a California State licenred engineer or architect. (California Buriness and Professions Code)
corners. Sec. 302(b)7.
n. FIRE PROTECTION
Walls clorer than 3 feet to pioperty lines shall be one-hour fire-rated construction, have no openingr, and shall have 30 inch parapats when the building floor area oxceed8 1,000 square feet on any floor. (Table 5-A
Projections, including eaves, may not extend more than 12 inches into the 3 foot retback from the property line. Sac. I710 and
/c. 1709(a)
504(b) / Projections, including eaves,shall be one- hour fire-resistive conrtruction, heavy timber or of non-comburtible material if they project into the 3 setback area froa the property line. Sec. 1710
C, ROOM SIZES, LIGHT, VENTILATIONS AND GLAZING
One room must contain a minimum of 150 square ' feet of superficial floor area. Sac. 1207(b)
Ibbitable roomr, other than kitchenr, shall contain at least 70 square feet of floor area. Sec. 1207(b) /. Kindow area must be at least 1/10 of the floor area and a minimum OC 10 square feet per Sec. 12071a). Appears to be deficient in
enable window area must be 1/20 of the oor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar rooms. Minimum ir 1.5 sq.ft. (Sec.lZOS(a) . One-half of all required window area murt 7 be Op.n&ble in
h Provide mechanical ventilation capable of providing five air changes per hour bathrooms, Water closet compartments rooms and similar rooms if required are not provided. Sec. 1205IaJ To facilitate rechecking, pleare identify, next to each circled item, the sheet of the plans upon which each correction on
check sheet with the revised plans. shall be less than 7'0 in any dimension.
Indicate on plans the name of the legal cwner and name of person responsible for 32. Shov that ceiling height for habitable the preparation of the plans. Sec. 302(bl
his sheet has been made and return this ,d. NO habitable room, othy than a kitchen,
Sac. 12071~)
/ roomr ir a minimum of 7'6". Sac. 1207(a)
/
Show ceiling heiqht for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Soc. 1207(a)
Provide 30" clear width for water closet comp8rcwnts and 24" clearance in front of wator closet. See. 1711(b)
No cooking roo1 shall be used for sleeping purposes. unless coaplyinq ar an efficiency living unit. Sac. 1208
Specify safety glazing for glazing in hazardou8
@. Handrlils shall satisfy the foilwing:
high when serving a single dwelling. Title 24, Sec. T2S-22fb)
Handrail shall be 30' to 34" above the nosing of treads. Sec. 330S(j)
Handrail projecting from a wall shall h8ve 8 space not less than 1 1/2" between the wall and the handrail. Tho hand qrip port2on of handr8il Shall be not less than 1 1/4" nor more than . 2" in cross-sectional.diwnsion. See. 330SCj) (see attached)
a. Provide handrail for stairways over 30"
/locations such as glass doors, glazing . Every st8irway landing shall have a dimension, moasured in the diroction of travel, at the stairway width.
laminated or approved plastic.
over a stairway landinu pec. 1711 (f)lg) p . Sleeping rooms sh8ll have 8 window or oxterior door for emergency exit. height shall not exceed 44" above the floor. The windw must have an openable aroa of at least 5.7 square feet with the minimum 0p.Mbh width 20" and the minimum openablo hoight 24.. Sac. 1204
Sill
/ 2/. mves and cornices may not project into
. a requirad yard more than 2 inches for oach foot of y8rd width if required windows open into the y8rd. See. 1206(d)
A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the tot81 floor area in the room bolov, and the mezzanine floor must have a clear height of 7 feot, above and belw,and murt have 65a of the long side opon to the roo11 below.
The loft you show does not comply ar a mozzanine floor and is, by Buildinq Code definition, a story J
0. EXITS, STAIRWAYS, AND RAILINGS
&. Floors above tho second story shall have not less than 2 exits. Sac. 3302(a)
Required exit doorways shall be not ltss than 36" in width and not less than 6 -8"
13 heiqht, rad shall be Capable of opninq at least 90 deqroes. Sec. 3303fe)
Provide 36' high protective railing for porches, b8lconies. and open sides of landings. IY.ximum opening betwoen railingr shall be less than 9". Sac. 1716
Show how guardrail connection details are adequate to support 20 pounds por linoal foot at a right anqle to the top rail. Table 23-8
Provide stairway and landing details.
Sac. 3305(b) L (c)
a. t4aximum rise 8" and minimum run is 9".
b. Hinimum hoad room is 6'-6".
c. Minimum width is 30".
provided ihe-door. in any position, dois not reduce the clear area of tho landing, in the direction of stairway travel, to less than one-half the roquird width of the stairway. Sec. 33OSfq)
3. A door may open inward at the top step of a stairway provided the top step is not more than 7 1/2" lower than the floor levol. Sec. 3303(i)2
4. Provide details of winding stairw8y.
a. Minimum tre8d is 6 inches 8t 8ny point
d
/
and minimum 9 inches at a point 12 inches from the side of tho stairway.
b. Maximum rise is 9 inches.
c. Minimum width is 30 inches. See. 330S(d) +/ (see attachod) . Provide spiral stairway details:
a. Xinimum run ir 7 1/2 inches at a point from vhere the troad is the narrowest.
b. Maximum rise is 9 1/2 inches.
c. Minimum headroom is 6 foot 6 inches. See. 3305(f) (see attachod)
Spiral stairways may not bo used for required oxits when the area sorved is greater than 400 sq. ft. SOC. 33051f)
Spiral stairways must h8ve a clear walking space of 26 inches betwoen the column and handrail. Sec. 3305(f)
Provide I.C.B.O. Reasearch Report and Number for metal atairnay, or submit plans and calcul8tions and approved fabricator registered with the Building Department or note that the stairway fabrication shall bo done under special inspection per the approved fabric8tion plans. Sac. 306(a148 and Sec. 306(f)
In buildings over 2 starios in heiqht, provide 3/4 hour fire-rated assemblier Cor all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separatod
Exterior stairvays shall not prdjoct into Pk" the 3 foot setback from the property linos. Sac. 3305(n)
/
r/
5f
Y
airways is axampt. Sac. 330s
.. ---.-----.
The walls and soffits of the enclosed usable space under interior stairs shall be grotected on the enclosed side as required for one-hour €ire-resistive construction. Sec. 3305Im)
p'. Minimum construction specifications shall be rnade a part of the approved plans. (See attached) require self-closing doors and stationary
Garages are not permitted to open into a room used for sleeping purposes. Sec. 1104
Openings between carport and residence
windows. Sec. 1214 . Show garage framing section, size of header over garage opening, lateral cross bracing at plate line and method of bracing grrage front. Chapter 23 NOTE: Uinimu plywood diaphragm ratio is 3 1/2 to 1 or 2'8". Table 24-1
E. ROOPING
Specify roof pitch.
specified. Specify minimum pitch of
the difference in floor elevation ktween 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 the primary means of egress from the building. additional steps or landing must be provided
and the doer must not swing over the depressed level. (see 3303(i)2 and 3305 (0).
Provide 18' raised platforms for any PAU, vater heater, or any other device vhich
72. Specify roof material and application.
73 -5~Ty~.CoFp~r%i~ number tor roo materials not covered in
74. Specify roof slopa for drainage or 6gn .- to support accumulated water. Sac. 3207(a)
- _e-' in accordance vith stairway requirements,
Provide-.plastic roof panel details to shov compliance with Section S206 or provide ICbO number.
78. Shw attic ventilation. Uininua vent
is at least 3 feet above ceiling joi Sec. 3205(c)
1. ~ouWMTION RMXlIR
standard drawing. Sac. 3707
Show veneer support and connections comply
regarding ties and #9 wire in horizontal joints or note Construction to be perattached sheets 30-1 or 30-2.
Shov height and construction details of a11 rasonry walls. Chapter 24
disclosed during constructiong. Sec.306(al12.
by a licensed engineer or architect based on observation, tests, borings, or excavations, and containing comments on the degree of expansiveness, compressibility and bearing value. Sac. 2905
/ with Sac. 3002, 4.S.6. and Sac. 2516(al
The foundation Plan d0.s not CmP1Y vifh
1,d Note on the foundation plan that 'Prior
Shov how masonry house walls retaining earth are to be vaterproofcd. Provide detail.
Note that special inspection of the masonry vi11 be required for
t&- GARAGE AND CARPORTS
.**on the garage side of walls and ceiling Garage requires one-hour fire protection
common to the dwelling. Table 5-B Sec.503(b) repdrt and amroved olan. ,- __
spread footings for concentrated loads designed for 1,000 PSP soil bearing to have one-hour fire-resistive protection on the garage side. Sac. 503. Beams and posts, not within the wall or ceiling con- or per bearing value as determined by struction, must comply with UBC, Table 43-A, an engineer or architect. Chapter 29
or be minimum 6" dimension beam and minimum 8" by 8' post. Vy'k ("Lrtu.jhec4 r7rcI~ .rl\u
elements supporting floor above garage
bGfitk' i 1 ; &,j~;5s & CJ , Sduu %brS &awl
.
lyyul
nenics of
I
1
2 3
.
Sac. 2518(8)
Show 1/2" minimum clearance between top plate 00 interior partitions and bottom
WlWN TNlCXNtU ULOW t)OC~tt oc Of Of NATURAL fOUNDAll0ll WlLL fOO1lrn FOOllW SURfliCL 0rlwrt (IHlwSJ (IIIclOSl Of MOUND / UIO FINISH QADL chord of trurses. (To ensure loading c-m yuvwdtlll (IwllrSI will be as designed.1
Show double top plate with minimum 48" 6 8 12 6 12 lap splice. Sac. 2518(gl4
8 8 15 7 18 Show nailing will be in complibnce with
10 10 18 8 24 Tlble 2s-P.
. Note cross bridging or blocking. Floor joists and rafters more than 12' in depth and spanning more than 8 feet shall be supported laterally by bridging at intervals not yxceeding 8 feet. Sac. 2506(g) . Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Sac. 2506(g)
at exterior walls on trussed roof .&- Show solid blocking at ridge line
Sac. 2506(g)
Show height of all foundation walls. CSapter 23
Show height oE retained earth on all foundation walls. Chapter 23
Show distance of foundation to edge of cut or fill slopes and shou steepness and heights of cuts and fills. Chapter 29
Note on plans that uood shall be 6' above finish grade. Sac. 2417(cl 7. ----
away from building and show drainage pattern a P
Note on plans that surface water will
and key elevations. Sac. 2905(f) I~-& Show double joists. Floor joists shall
Dimension foundation per Table be doubled uider bearinq partitions ruMinq parallel with the joists. Sac. 2518(d) 5
Show rafter ties. Rafter ties shall be spaced not more than 4 feet on center where rafters and ceilinu ioistr are not
132.
133.
I. -
m.
stair stringers-at top and boitom and between studs along and in line with stair run adjoining stud walls and partitions, ae perimeter of sliding door pockets.
at other places that could afford pasrage of flame. See. 2517tfI
Show foundation sills to be pressure treated, or equal. Sec. 2S17(c) 3.
Show foundation bolt sire and spacing. between chimney and wood frame using metal Sec. 2907(e) or incombustibles for the fire stop and
Specify size, IC80 number and manufacturer of power driven pins. Shw edge and end distance and spacing. Sec. 306(El
Show size, imbedment and location of hold down anchors on foundation dan. Sac. 2312(f)
2. Show stud size and spacing. Haximum allow-
Sec. 2518(g)2 1./ able stud heights: 2'x4"9 16' is 14': ,3*x4"62'~6"(? 16"O.c. is 20'. . Note an A.I.T.C. Certificate of Compliance for glued lminated'uood members shall be given to the Building Inspector prior to erection. Sec. 306(fl
connections. Sac. 2517tc) 4
Specify nail size and spacinq for all shear walls, floor and roof diaphragms. Indicato required blocking. Naintain
(Tables I,J,Kl.
Show 3.~4" or 2"x6' studs in first story of three story building. Sac. 2518(f)
Provide truss details and truss calculations.
Provide roof framing plan. See. 302(a)7
uu coxn
Section 302ta) 7
Specify all header sizes for opening over
Note on plan that hold down anchors must be tied in place prior to foundation inspection. Sec. 2312(fl
Show adequate footings under all shear walls. Sec. 2311(e)
Show stepped footings for slopes steeper than 1:lO. Sac. 2907(c)
Show minimum 18' clearance from grade to bottom of floor joists and minimum 12' clearance to bottom oE girders. Sec. 2517
Show pier size, spacing and depth into undisturbed roil. Table 29-A
Show minimum under floor access of 18%
Shov minimum under floor ventilation equa
Sec. 2517
to 1 1/2 sq. Et. for each 25 lineal Eeet of exterior foundation with openings as close to corners as practicable to provide crors ventilation on at least two approximate- ly opposite sides. Sec. 2517
?WING
Show all joists, rafters, beams, and posts 2' to 4" thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams
Detail all post to beam and post to footing
maximum diaphragm dimension ratios.
Provide framingFhrough =k+
sIm\LM tD* 9 I
- _-
5" and thicker shall be No. 1 Grade Douglas 1 Fir-Larch or better. (Table 25-A-11
Show wall bracing. Every exterior uood stud wall and main croas partition shall be braced at each end and at least every 25 feet of length with 1x4 diagonal let-is brace or equivalent. Sec. 2518(g)5
1
1 1-
In areas subject to water splaah and in exterior locations, uood columns and posts shall be supported by piers projecting at least 2' above the finrshed grade and shall bear on a metal base plate or treated wood unless the columns or posts are foun- dation grade redwood or cedar. Sac. 2517(c)4
-- -_- ..
. . ... .. __.- ' .- . . . I 1 . __ . . . ., , . . . . . ,
@.'Show 1o:atron of attic access with mrnirnun
p' ,site 22' x 30'. SCC. 3205
Show draft separation Cor attic areas in excess of 3,000 sq.ft. Sec. 3205
Show draft separation. for space between dropped ceilings and floor above in excess of 1,000 sq.ft. Sec. 2517
Specify plywood grade and panel indenti- fication index. Table 29-J /
When roof pitch is less than 3:12, design ridge aa a Seam. Sec. 2528 (h)
/ y6.
Wood shear walls shall not be used to resist horizontal forces contributed by masonry in buildings over one story in height. Sec. 2516(b)
Gypsum lath and plaster, gypsum sheathing board and gypsum wallboard shall not be
212*
Show access to the attic or under floor furnace to be minimum 30 inches by 30 inches. Sec. 708 s 709 UMC
Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Sac 708 UMC
Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Sac. 708 UMC
Show details to comply with Section .709 for furnace under the floor, Section 708 for attic furnace, or Section 710 for -oof or outride furnace.
Note on plan, qaa venta and non-combustible piping passing through three floors or less shall be effectively draft stopped at each floor or ceiling. UBC Sec. 1706(a)6
used in ve%ical diaphragms to resist forces imposed by masonry or concrete construction. Table 47-1
R. ELtCFRXCAL (Wtfonal Electrical Codal
A11 wiring shall comply with the National Electrical
Note on the plan the amperage of electrical 1NIf cripple wall studs are less than 14',
2 service. ,framing shall be solid blocking. Sec.2518(g)6
Show plywood rheathing over expoaed eaves, or other weather expaaed areas, is exterior grade. Sec. 2S17(g) 3
Show a weep screed at the foundation plate line on all exterior atud walla to be puccood. Sec. 4706(e)
L c the electrical installation is more l,d. Cripple wall studs exceeding 4 Eeet in height shall be 3 inch by 4 inch or 2 inches by 6 inchea when supporting 2 stories. Sec. 2518(gl6
than 200 amperes. show panel location and provide a single line diagram and load calculations including: a. Wiring method employed. b. Size& of a11 conductors, switches, circuit breakers, tusea, and conduits. c. Approximate length of service feeders. d. Provide plot plan showing services,
Provide an approved watarproof building paper under wood siding. Sec. 1701(a)
an approved flashing for exterior and parapet walls. Sec. 3208
Show corridor width to be minimum 36". ec. 3304(b)
ccess. truss layout for 30" x 30. attic
Ridges, hips, and valleys shall be at least one size larger than supported rafters. Sec. 2518(h) 3
and ratters. metal straps across ridge beam
J. MECHANICAL
All heating, ventilating, and cooling systems and appliances shall comply with the Uniform xanrcal Cod-
F
Show the%zdlocation and&@of all heating an cooling appliance or syrtema.
Show source of combustion air for furnace will comply with Chaper 6, U.H.C.
Every dwelling unit shall be provided with heating facilitiea capable od maintain- ing a room temperature of 70 F. at 3 feet above the floor in all habitable rooma. Show basis for compliance. UBC Sac. 1211
Show minimum 30' deep unobstructed working space rn front of furnace.
Note on plans,clearances to be per manufac- turers listing. Sec. 704 UMC
all panel locations, circuit arrangement and load distribution on panel busses. e. Provide typical panel schedule(s).
Dwellings raguire minimum 100 amp service.
spacing is not adequate in
PbR, I R3L( : j)os.stb\q e! J
other than laundry 0utle.ts. Art. 210-25(b)
Note "UFER" ground to oe proviaea INLLI. Art. 2SO-81
L. PLUMBING (Uniform Plumbinq Code)
All plumbing shall comply with the uniform Plumbing Code.
-
pd Show water heater size, type and location on plans. w Show method of providing combustion air to fuel burning water heater. Sec. 1307
Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opming into bath or bedroom. See. 1309
Provide adequate barrier to protect water heater frola vehicle damage. Sac. 1310
Show T and P valve on water haater and show route of discharge line to exterior Sac. 1007(e)
Provide dryer vent to outside. UMC Sac. 1903
Note on the plan that hose bibbs and l~wn sprinkler systems shall have approved
Furnace shall not be installed under any
Furnace shall not be installed in any bedroom, bathroom, closet, or in confined space with access only through such room,
y' stairway. Sac. 704 UMC
rckflow privention devicea. She. LOO3
stall shall accomodate a 30'circle and have a minimum floor area of 900 sq.in. UPC 909(dI
.- _._. . .. - . - . ... - - ....,_
b
4 .
ISE INSULATION (DUPLEXES) y Show details of duplex comon (party) walls and floor/ceiling assemblies to achieve a Sound Transmission Class (STC) rating in walls of 50 decibles and an Impact Insulation Class (IIC) rating on floor/ ceiling of 50 decibles. Title 25
Show how penetration of assemblies for r( piping, electrical devices, recessed cabinets. bathtubs, soffits, or heating ventilating, or exhaust ducts shall be sealed, lined, or insulated to maintain required sound ,' transmission rating. TitSe 25
y. Outdoor pools with fossil fuel heaters require pool covers as well as other tnergy saving devices such as time clocks, etc. T20-1406
o, nmxummous
Show a minimum 2' air space and flaahing between planter and building walls. See. 2Sl7(e)
shower tile. Sac. 1707(a)
Specify lath and plarter to comply with Chanter 47. UEC.
,Mf. Specify material to be used under the
3Q3: - . ~.~ #. Provide insulation in walls and ceiling to Achieve STC of 50 between garage and living area if garage use is not controlled by resident Title 25.
ENERGY CONSERVATION two future 3/4" copper pipes to cunvenient
All additions to existing residential buildings must comply with Title 24 energy regulations. Additions exceeding
309 of the existing building requires the existing and addition to have R-19 ceiling insuldtion if the existing ceiling area is accessible for insulation installation
' 3!d 'Itro 3/4' copper piper mu8t be installed from water heater location to convenient location of future solar panels (City Ord.)
,3dProvida aleeves (roof jacks) in roof for
location of future solar panels (City Ord.)
Note that solar water piping is to be inSUldted in areas that are not heated or cooled. (City Ord.) d. see attachment tor roofing requirements.
t
.20-1401(C) -
Aecify the insulation R- valuerfor wall., &.+IC \cw 'I" 3'w'h)cIc
roof and ceiling. IR-11 for walls: R-19 *,L\q \<&!Q\flC& , for ceilings, or provide details and analyais for alternate design. TZO-1403 Table A C 28. . Specify the gross floor area or heated '' portions of tha dwlling, and the araa of glazed opanings on the plan. (T20-1430)
Provide an analysis justifying increaaing the single glared area beyond 161 of the gross floor area. Shov method to reduce heat loss to that which would occur with basic glazing. (TZO-1402,def.)
Provide energy analysis to show that the bonnet capacity of the gas central furnace does not exceed the building design heat loss by more than 301. (EXCeptiOn8: 48.000 BTU Hr. output furnace. See also California Efficiency Adjustment.) T24-1404
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 loas. T20-1404
t.4
rr
3-J
283.
Note on plan that insulation of ducts shall conform to OK Section 1005. (T20-1404)
Note on plan that all doors and windows to the exterior or to unconditioned areas snall be fully weather striped par ANSI Standard. ('720-1403).
Note on plan that back draft dampers are rtquired on all fan systems exhausting , air from the building. T20-1403
Electrical resistance space heating shall not be used.unless: a. 601 of heating/cooling is supplied by a nondepletable source. b. supplements a heat pump system. c. less than 101 of total heating system. d. life cycle cost analysis justifies.
Uote on plan that all heating and cooling equipment efficiencies shall conform to Title IO-Chapter 2, Subchapter 4, Article 4. (753 for forced air furnaces).
Note on plan that no natural gas, central heating plant may be installed without an Intermittent Ignition Device. T20-1405
Electric resistance water heating is not permitted unless verfied as cost effective
by a life cycle cost analysis. TZO-1106
T20-1404
!!Gm
The plans were reviewed bard on the information sham on
the plans. If the plana are in error, or chanqed during
conatruction, the permittee shall contact the Building
Department for review and prior approval before proceeding
with the work:
c] Building plans are substantial 1 y correct
and complete.
BY:
Date:
0 Building plans would be Substantially correct
and complete if minor corrections are made
at counter.
By :
Date: s\ IO'rb'Z
If you have any questions regarding this plan check, please
call xvvl ad%\Y) EJQ W43 .
We would also be pleased to meat wrth you, at no charge, if
additional assistance is needed.
V
BUILDING PORTION
Date: '/. 5/d
BUILDING AREA VALUATION VALUE MULTIPLIER
Prepared by I +
I I I
L/6w-v@ 32as @ q7ao 15% 7/L9
, &ws 723- e4 /s- ,p 6 6V
.// 2 5-
-
/
/ -
W& / 55 __ - - @ FV -
VALUATION ANI) PLAN CHECK FEE
F
Res. Baths (over 3)
over
a Bldg. Dept,
0 Esgil
~ r-
-
@ 2,200
'I
/- PLAN CHECK NO* 83 -/y-5 -
@ 1,760 Res.Fireplaces( 2
Air Conditioning
(a 2.80 Conmer c ial
Residential @ 2.40 Res. or Corn.
Fire Sprinklers @ 1.50
L Total Value
Adjustment for State
BUILDING ADDRESS 56 C/7LflIun SF
APPLICANT/CONTACT YUKKV Lo' /cnSO/J PHONE NO. /"f3 5774
BUILDING OCCUPANCY 12-3 nq DESIGNER PHONE '1
TYPE OF CONSTRUCTION L/ki/ CONTRACTOR PHONE It
L 768
I
&?243-
/
8/4/82
DEVELOPMENTAL .
SERVICES .
1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008
#
D Asslstant Clty Manager (714) 438-5596
0 Buildlng Department (714) 438-5525
13 Englneerlng Department
D Housing & Redevelopment Departman!
D Planning Department
(714) 438-5541 \
(714) 438-5611
(714) 438-5591
RESIDENTIAL VALUATION CHART EFF: 7/1/82
,3228 x .. SFD OR DUPLEX LIVING AREA
ATTACHED UNITS-3 OR MORE 40.00
..
12.00 b6,V GARAGE AREA
COVERED PORCH 4.50 - h-. X
4
X
%--
COVERED PATIO
B,ALCONIES/STAIRS
4.50
L5-0 x
EACH BATHROOM OVER 3 2200.00
. EACH FIREPLACE OVER 2 1760.00
k-- 9.00
19.00
X
X RETAINING WALLS
POOLS
SPAS 4000.00 -
2.40 AIR CONDITIONING
!’
‘X
MOBILE OK MODIIIIAR ON S.F. LOT(% OF BLDG. PER
TOTAL VALUATION
PLAN CIjECK FEE( 65% OF BUILDING PERMIT FEE)
I_ 3sxL2ie*** p fi * * ~ f * &* f * *:k*- mm-
ZONE : SCHOOL FEES: SAN DIEGUITO SAN MARCOS
CARLSEAD
__I---
' ENCINZTAS
UNITS REQ'D: PROVIDED :
% COVERP,GE ALLOWED : -- .PROVIDED: --
PARKING SPACES REQ U : PROVIDED:
BUILDING HEIGHT REQ'D: PROVIDED :
moxir SETBACK ----
PROVIDED :
ALLOWED :
--- SIDE SETBACK REAR SEXBACK
RE-DEVELOPMEKT APPROVAL REQ'D:
LANDSCAPE 6 IRRIGATION PLAN
ENV I RONME N TA L
-
ADDITIONAL
c
r
?,OK TO ISSUE: OK TO FINAL: DATE :
ENG IN-EERING DEPBRTIYlf-ZIT
***- .. .. .*
R.0.W: IMPROVEMENTS : f7-
PUBLIC FACILITIES FEE: SEWER CONNECTION:
DRIVEWAY LOCATION(S) : ---
GRADING PERMIT: I
EASEMENTS : 1 DRAINAGE: &* JT
LEGAL DESCRIPTION:
* IF THIS ITEM IS NOT CIiECKED, UIJTLDINC DEPAK'TMCNT WTLL MAKE
FINAL INSPECTION.
LEUCADIA COUNTY MATER DISTRICT APPLICATION FOR SEWER SERVICE
I
.-_
I
Owner. ' s
Mail ing
Sew ice
Narr;e H.E. Camp Phone No. 481-9508
Address 133ECamini to Rar villa- - -__I_- 3c\rci.; I Ll\d D El Mar , Ca 92014
Tract Description:
Assessor's Parcel No. - 215-370-15
lot 500 La Costa MEADOWS 3
No. Units 1 Connection Fee $ 600.00 s.f. Type of Building p re - pd (moo)
Extra Footage: @$ Extra Depth: @$ 400.00
Lateral Size: 4" I 6" - 8" - Saddle - Easement Connection -
Amount Rec'd $q(m.oo
Ck. Flo/Cash 9934 1 Date 8-39-79 1
The applicatilw mu<' be signea by the the property to be served. The total time the application is submitted.
R~c ' d Ru.jl3 .frau n . r-
Lateral Fee
Prorated Sewer Service Fee
Total $60C.001 t
owner (or his authorized representative) of 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 main collection line in the street (or easement) to the point in the street (at or Tar the applicant's property line) where the service lateral is connected to the applicant's building sewer. The applicant is responsible for the construction, at the applicant's expense, of the sewer pipeline (building sewer) from the appli- cant's plumbing to the point in the street (or easement) where a connection is made to the service lateral.
The connection of the applicant's building sewer to the service lateral shall be made by the applicant at his expense. The connection must be made in conformity with the District's specifications, rules and regulations; and IT MUST BE INSPECTED AND APPROVED BY THE DISTRICT BEFORE THE SEWER SYSTEM MAY BE USED BY THE APPLICANT, THE APPLICANT, OR HIS AUTHORIZED REPRESENTATIVE, MUST NOTIFY THE DISTRICT AT THE TIME INSPECTION IS DESIRED. ANY CONNECTION MADE TO THE SERVICE LATERAL OR COLLEC- TION LINE WITHOUT PRIOR APPROVAL AND INSPECTION BY THE DISTRICT WILL BE CONSIDERED INVALID AND WILL NOT BE ACKNOWLEDGED.
The service lateral is that part of the sewer system that extends from
-
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.
d
I
8- 30- 79 f 9897 4
Date Account No.
Sun Marcos Unified School District
270 Son Marcos Bhrd., San Marcos, California 92069-2797 619-744-47 76
P
.
July 8, 1983
MEMORANDUM OF AGREEMENT
REFERENCE:
t
We. the owner or aqent for the owner of the above-reference-. property,
hereby agree to pay ’ $1,692; 00 requirements for school facilities dedication of land and fees. In as a fee which will- satisfy the
exdhange for this fee, the District will execute the availability form for the above-reference property.
$1,692.00 AMOUNT RECEIVED
. - NAME 0
337 Camino Redondo’
STREET BY d
San Marcos
.I
CITY July 8, 1983 ’ - DATE.
743-5996
TELEPHONE
..
mject located on Assessor's Parcel No. (s):
( Attach 1-1 description
mject Type (check one or more) Housing Type No. of D.U.'s No. of Bedmans
pZr Minor subdivision (WM) Single Family / 3
&jor subdivision (TI!) tfultiple mmily
Mile- Units
1.
2.
OARler/applicBnt agrees to reconfirm this project with the issuing school district every 6 months unless such action is not required by the district.
Cwner/applicant understand that the certification for school service contained in this Project Service Availability Letter is no longer effective if the project is disapprovd or if the con-
ditional project approval (subdivision, penit, or other conditional use processes) expires.
District Phone 619-744-4776
3. The information
APPLICANT'S SI
Date: ID DAY YR
TO: City af Carlsbad
mat school District San Marcos UniCled tirades Served: K-12
1. a School services and facilities are conment with project need based adequate financing and clear intent.
The undersigned school district he school services and facilities to such project. Owner/applicant
TT] 'he undersigned school district hereby certifies that it will school services and facilities to the above described pro.ject concurrently with the need of such project because
2.
3. be able to provide adequate
Date July 8, 1983 DISIRICT REEESEWATIVE'S SIQWIVRE
phone 744-4776
ATlwTIoN PROPEEin OTL'NER:
An "ow&r-kxiilder'' buil&g permit has &en- applied for in your name and bearing yuz
signature. ' Please'cmnplete and return this information in the envelcpe provided at your earliest.
opportunity to avoid unnecessary delay in processing and issuiq your builiiing permit,
No building pennit- -dl1 be issued until this verification is received,
. . i=-*
-
1.
2.
3.
4.
5.
I personally glan to provide the major 1-r and materials for construction of
the props& popty improvement (yes or no)
I'
I have contracted with the follovzhg person (firm) to-provide the proposed constzuction.
signed the application for a building permit.
Name d&E-
Address
Phone
Contractors License No. .-
City
I plan to provide portions of the mrk, but I have hired the following person to
coordinate, supervise and provide the major wrk,
Address Contractors License No.
City
I will provide some of the work but I have contracted (hired) the following persons
to provide the work indicated:
Name Address . Phone Type of Work
Social Security Numbx
Date:
..
.. ..
E.I\Ct: SUBCORTRACTCR WILL BE INSTRUCTED TO 0BTAI:i A CITY OF CABLSBAL'
BUSPEESS LICENSE AKD FCRNISI-! A CERTIFICATE CF WO2KMAI;'S CG?iPE;.:SATIS!J
TC! TKE CITY OF C.kRLSBAD.
Ini ti a1 s +