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MISCELLANEOUS FEE RECEIPT I
01-00-00-8806 PLAN CHECK FEE
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'WfiRNING: PLAN CHECK FEES. W APPLICANT IN 180 DAYS AND NO FORFEJTED f0 THE CITY.
DECLARATIONS % OWNERlBUlLDER CONTRACTOR a, WORKER'S COMPENSATION II 1- LENDER I1 7 I a > 3 X z c T 3 c r-
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JCRISDICTION: DATE /p//&q
PROJECT ADDRESS: &m@flm &?#
PUN CORRECTION SHEET
Pitc plans rsccived by jurisdiction u&,Pz
?ate plana received by plan checker m/*
Date initial plan check completed e/ 'by& ?T
FnRRJORD: PLEASE READ
Plan check is limited to technical requirements cmtained in the Uniform Building Code, Uniform Plumbing Code, Uniforn Mechanical Code, National Electrical Code and state laus regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or othcr departments.
The items circled below need clarification, modification or change. All circled items have tc be satisfied before the plana uill be in conformance with the cited codes and regulations. Per Sec. 303 (cJ, 1979 Uniform Building Code, the approval of the plana does not pernit the violation of any state, county or city law.
PLAKS
Please make a11 corrections on the original tracings and submit two neu sets of prints, and any original plan sets that may have been returned to you by the jurisdiction,
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TO facilitate recheckinq, please identify,. nex: to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check aheet with the revised plans.
0 APPLICANT COPY
a PLAN CHECKER COPY
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-- Noto-on tho foundatron plan that 'Prior to the Contractor requosting a Building
soils engineer shall advise the lluildinq -1 ~oprtaont foundation inspoition, rho U Officirl-in writing that: 1. the building pad was prepared in accor-4 dance wtth the soils report: 1. the utility trencher havo been properly'-' b.ckfil1.d and cmpactod. and: I. the foundation excavationa, forming and ro~nforcmamnt comply vith the soils ropore and approved plan.'
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JURISDICTION: DATE IP//&
PROJECT ADDRESS zfim flm &
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PLAN CORRECTION SXEEF
Plan Check No.
Pitc' plans rec
Date Initial plan check cocnplet
------ .-- FnREWRD: PLEASE READ
Plan check is limited to technical reauirements ehe foundation plan that .Prior
ing pad vas prepared In aecor- h the soils report: ty trenches have been properly d and compacted, and:
cmtained in the Uniform Building Code, Uniform
Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Department. You may have other correction. based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments.
The items circled below need clarification, modification or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans doea not permit the violation of any state, county or city law.
PLANS
Please make all corrections on the original tracings and submit two new sets of prints, and any original plan aetr that may have been returned to you by the jurisdiction,
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TO facilitate rechecking, please identify.. next to each circled item, the sheet of the plans upon which each correction on chis sheet has been made and return this check sheet with the reviaed plans.
I. the foundation excavations, and remforcmunr -ply with ttm soils report and approvad plan:
(PER $As -1 i _____----
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a APPLICANT COPY
ci tp of C:arI$bab
0 PLAN CHECKER COPY
Submit fully dinensioned plot plan dram to scale showing loc3taon size, and use of ail existing and proposed structures on the lot. Identify property lines and show lot dimensions and all easements. Show location of all cut or fill slopes and approximate finish floor elevations for all structures and show elevations at all corners. Sec. 302(b)7.
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\ Indicate distance from center-line of street or alley to property line and distance from d, cur5 to property line. Sec. 302(b)7 7uE - I # .) ~. .
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Plans. specifications and cal be signed by a California State licensed - 4- enaineer or - architect. (California
JtiRISDICTION: DATE v'T/cv
PROJECT ADDRESS: 8?J@ v,&? d//ZC= &V3Z'&?d / eess and Professions Code1 -- TO: ~@L/c%w7-
FIRS PROTECTION
Walls closer than 3 €eet to property lines shall be one-hour Eire-rated construction,
parapets when the building floor area exceeds
Sec. 1709(a)
Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and Sec. 504(bI
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PLAN CORRECTION SKEET havs no openings, and shall have 30 inch
SINGLE FAMILY AND DUPLEX DWELLINGS 1.000 square feet on any floor. (Table 5-A
Plan Check No. 5#-3578-c
r:,itc plans received by jurisdiction/d&r/. F/6
nate plans received by plan checker // ''
FORE[<@Ro: PL-SE READ (619) 560- 468) ghsr Plan check is limited to technical requirements csntained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced by the Building Inspection Oepartment. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments.
The items circled below need clarification. modification or change. All circled items have tc be satisfied before the plans will be in conformance with the cited codes and regulations. Pet Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state. county or city law.
Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have been returned to you b
tG: fimd. ok& the jurisdiction.
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To facilitate rechecking, please identify, nex: to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this check sheet with the revised plans.
Indicate on plans the name of the legal owner and name of person responsible for the preparation of the plans. Sec. 302fb)
/ hour fire-resistive construction, heavy timber or of non-combustible material i€ they project into the 3' setback area from the property line. Sec. 1710
t Show location of porn dntoctor. Sec. 1210 crr*FLL 0- 75-0
C2- ROOM SIZES, LIGHT, VENTILATIONS AND GLAZING
One room must contain a miniinum of 150 square Feet of superficial Cloor area. Sec. 1207(bl
Nabitable rooms. other than kitchens, shall contain at least 70 sqtuare feet of floor area. Sec. 1207ibl
. Kindow area must 'be at least 1/10 of the
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floor area and a minimum of IC square feet per Sec. 1207(a). Appears to be deficient in
Openable window area must be 1/20 of the floor area and a ainiaum of 5 square feat. In bathrooms, laundry rooms and similar rooms. Minizum is 1.5 sq.ft. (Sec.:20S(a)
One-half of all required window area must be openablc in
.O. Provide mechanical ventilation capable of providing five air changes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if requlred windows are not provided. See. 12051a)
shall be less than 7'0" In any dimension. Sec. 1207(c)
Show that ceiling heiqht for habitable rooms is a minimum of 7'6". Sec. 1207(a)
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/ .I. No habitable room, other than a kitchen,
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Show ceiling neight for Laundry rooms. hallways, corridors, and bathrooms is a minimum of 7'0". Sac. 1207(al
Provide 30" clear width for water closet comparurents and 24" clearance in front of water closet. Sec. 1711(b)
Xo cooking room shall be used for sleeping purposes, unless cmplyinq as an efficiency living anit. Sec. 1208
locations such as glass doors, glazing
'-0 walking surfaces. Sec. 5406
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Specify safety glazing for qlazinq in hazardous
adjacent to such doors and
(including windows) shall be Glazing in shower and tub enclosures
laminated or approved plastic.
Sac. 1711 (fl(g) L
Sleeping rooms shall havw exterior door for emergency exie. Sill height shall not exceed 44' above the floor.
The window must have an openable area Of at least 5.7 square feet with the rinimum openable width 20" and the minimum openable height 24'. Sac. 1204
Eaves and cornices may not projee into a required yard more than 2 inches for each foot of yard width if required windows opn into the yard. Sec. 1206(d)
A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room .below, and the mezzanine floor must have a clear height cf 7 feet. above and belov,and must have 65% of the long side open to the room below.
The loft you show does not comply as a mezzanine floor and is, by Building Code definition, a story
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D. EXITS, STAIRWAYS, AND RAILINGS
Floors above the second story shall have not less than 2 exits. Sec. 3302(a)
Required exit doorways shall be not less than 36' in width and not less than 6'4" ia height. and shall be capable of opning at least 90 degrees. Sec. 3303(e)
Provide 36' high protective railing for porches. balconies. and open sides of landings. Maximum opening between railings shall bo less than 9". Sec. 1716
48. Show how guardrail connection details are adequate to support 20 pounds per lineal foot at a right angle to :he top rail. Table 23-3
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49. Provide stairway and landing details. Sac. 330S(bl 6 (c)
Maximum rise 8. and minimum run is 9'.
Minimum head roam is 6'4'.
Minimum width is 10..
50. Handrails shall satisfy the following: A a. Provide handrail for stairways high when serving a single dwelling. Title 24, Sec. T2S-22(b)
nosing of treads. See. 3305Cj)
Handrail projecting from a wall shall have a space not less than 1 1/2" between :he wall and the handrail. The hand qrip portion of handrail shall be not less than 1 1/4' nor more than 2" in cross-sectiona1,dimension. Sac. 3305( j) (see attached)
b. Handrail shall be 30. to 34" above t!!e
Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. sec. 3305(g)
. A door may open over a stairway landing p provided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of the stairway. Sec. 3305(gI
A door may open inward at the top step of a stairway provided the top step is not nore than 7 1/2" lower than the floor level. Sac. 3303(i)2 $. Provide details of winding stairnay. / a. Hinimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side o€ the stairway.
b. Maximum' rise is 9 inches.
c. Minimum width is 30 inches. Sac. 3305(d) (see attached) $. Provide spiral stairway details: .-I a. Minimum run is 7 1/2 inches at a point from where :he tread is the narrowest.
b. Uaximum rise is 9 1/2 inches.
E. Minimum headroom is 6 feet 6 inches. sec. i~os(f) (see attached) . Serial stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sac. 330S(f)
Spiral stairways must have a clear walking space of 26 inches between the column and handrail. Sac. 3305(fl
Provide I.C.B.O. Reasearch Report and Number for metal stairnay, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Sec. 306(a14B and Sac. 306(fI
In buildings over 2 stories in height. provide 3/4 hour fire-rated assemblies for all openings in the exterior wall below or within 10 feet horizontally of an exterior starr- way. An exit balcony with 2 separated stairways is exempt. Sec. 3305
Exterior stairrays shall not project into the 3 foot setback from the property lines. Sac. 3305(n)
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The walls and soffits of :>e enclosed gseable space under interior stairs shall be protected on 'he enclosed side as required for one-hour tire-:asistitre construction. Sac. 3305(ml
?(ini.num construction specifications shall be made a par: of the approved plans. (See attached)
a room used for sleeping Burpasas. Sac. 1104
require self-closing doors and stationary windows. Sec. 1214
over garage opening, lateral cross bracing at plate line and method of bracing garage front. Chapter 23 NOTE: Minimum plywood diaphragm ratio is , 3 1/2 to 1 or 2'8'.
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r/ Openings between carport and residence
105. Show garage framing section, site of header
Table 24-1
E. ROOFING
70. Spacify roof pitch.
71. Roof pitch is not adequate for roof type specified. Specify minimum pitch of
I$. Doors between dwellings and attached garages may swing in either direction provided :he difference in floor elevaticn between the dwelling and garage does not exceed. 7 1/2 inches and provided the door is not used as the primary means of eqress from the. building.
Specify roof material and application& BE 6-
Specify I.C.S.O. approval number for roof &WOW7 materials not covered in UaC.
Specify roof slope for drainage or design to support accumulated water. Sac. 3207(aI
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Show roof drains and overflows. Sac. 3207(aI
Provide skylight details to show compliance with Sections 3401 and 5207 or provide ICBO approval number.
Provide plastic root panel details to show compliance with Section 5206 or provide
Show attic ventilation. Hiniaum vent area is 1/150 of attic area or 1/300 of attice J area if at Least 50% of the required vent is at least 3 feet above ceiling joists. Sac. 3205(c)
If the difference in floor elevation exceeds 7 l/2 inches, or if the door is used as the primary means of egress from the building, additional steps or landing must be provided in accordance with stairway requirements, and the door must not wino over the deoressed level. (see 3303fi12 and j3OA(gl.
P=-atfo- for anv Z7 water heater. or ani other device which erate a €lame or spark.-
at continuous fire uall protection -
shall be installed behind raised platformfs) prior to framing plat€orm.
8. PUSONRY
Drovida' fireplace construction details or note construction to be per attached fireplace 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.
pb with Sec. 3002, 4.5.6. and See. 2516(a)
Show height and construction details of all masonry walls. Chapter 24
Note that cleanout openings shall be-provided at the,bottom of all cells to be grout filled over 4 in a single pour. Cleanout shall be sealed before grouting. after inspection. Sec. 2415
Show floor and roof connections to masonry walls. Connection shall resist 200 pounds
R. FOUNDATION REQUIREHENTS
119. Note on plans that'A soils engineer shall evhluate any unanticipated uncolnpacted fill or expansive soil or other soi: problems disclosed during construction'. Sec.306(all2.
Submit soils classification determination by a Licensed engineer or architect .based on observation, tests, borings, or excavations, and containing comments on the degree of exnansiveness. comccessibilitv and bearinu 9
122.
vaiue. See. 2905 .
Note on the plan the soils classification, whether or not the soil is expansive, and note the allowable bearing value. Sec. 2905
The foundation plan does not comply with the soil report recommendation for this project
Provide noees on the foundation plan listing the soils report recommendations for foundations. slab and building pad preparation.
124. Note on the foundation plan that "Prior to the Contractor requesting a Building Departnent foundation inspection, the soiIs engineer shall advise the Building
1. the building pad was prepared in accor-
per lineal foot or the actual design-load, whichever is greater. Sac. 2310
Provide material specifications for mortar, grout, masonry and reinforcing steel. Sac. 2403
Show how masonry house walls retaining earth are to be waterproofed. Provide detail.
Note that special inspaction of the .masonry Official in writing that:
will be required for dance with the soils reoort:
C. GARAGE AND cARwms
100.Carage requires one-hour fire protection on t6e garage side of walls and ceilings common to the dwalling. Table 5-6 Sec.j03(b)
1Ol.AIl elements supporting floor above garage to have one-hour fire-resistive protection on the garage side. Sec. 503. Beams and posts, not within the wall or ceiling con- struction, must comply with UBC, Table 43-d, or be minimum 6" dimension beam and minimum 8" by 8' post.
2. the utility trenches ha;e been properly backfilled and compacted, and: 3. the €oundation excavations, forming and reinforcement comply with the soils report and approved plan.'
125. Provide spread footings for concentrated loads designed for 1,000 PSF soil bearing or per bearing value as determined by an engineer or architect. Chapter 29
Show height of all foundation walls. C3apter 23
Show height of retained earth on all foundation walls. Chapter 23 . Show distance of foundation to edge of cut or fill 3lOQeS and show steepnass and heights of cues and fills. Chapter 29 y/. Vote on plans that wood shall be 6' above finish grade. Sec. 2417(cl 7.
Note on plans that surface water will drain /$d auay from buildmq and show drainage pateerr! - and key elevations. Sec. 290S(f)
Dimension foundation per Table 29A. de SOIL5
TABLE NO. 29-A-FOUNDATIONS FOR STUD BEARING WALLS-MINIMUM REQUIREMENTS
Vote c:~ss bridging or blocking. Floor joists and rafters more than 12' in depth and spanning more than 8 feet shall be su?ported laterally by bridging at Lntervais not exceeding 8 feet. Sac. 2506ig)
Show blocking at ends and at suoprts of floor joists, and tor, rafters at exterior walls. Sac. 2506tg1
Show solid blocking at ridge line and at exterior walls on t:ussed roofs.
Show double joists. Floor joists shall be doubled under bearing partitions running oarallel with the joists. Sac. 2518ld) 5
Show rafter ties. Rafter ties shall bo spaced not more than 4 feet on center where rafters and ceiling joists are not
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# 2506(g'
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parallel. Sec. 2518(h)
Show rafter purlin braces to be not less than 45 de rees to the horizoncal. Sac. 2518(K)
Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loadino
OErm Of FOUMOAllOM
Or NATURAL rOOltNC SURfACL (Irclrr) or UOUNO NO msn
mianus ~LLOW
UAOL will be as designed.l
lap splice. Sac. 2518(g)4
Show nailing will be in compliance with Table 25-P.
d. Show double top plate with minimum 4E" 7.
(173. Provide fire stops between stories, beween top story and roof space, at ceilings and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions. at perimeter of sliding door pockets,
or incombustibles for the fire stop and at other places that could afford passage of flame. Sec. 2517(f)
Show stud size and spacing. Maximum allow- able stud heights: 2'x4"9 16' is 14'; 3"x4"6t"x6"@ 16"o.c. is 20'. Sec. 2518(g)2
Note an A.I.T.C. Certificate of Compliance
be given to the Building Inspec-or prior to ereczion. Sac. 306tf)
connections. Sec. 2517(c) 4
shear walls, floor and roof diaphragms. Indicate required blocking. .4aintain naximum diaphragm dimension ratios. (Tables 1,J.K). . Show 3'x4* or 2.~6' studs in first story of three story building. Sec. 2518If)
Provide truss details and truss calculations.
Provide roof framing plan. See. 302ta17
Section 302(a) 7
Provide framing sections through
Specify all header sizes for opening over 4' wide. Sec. 2518(g) 7
Provide calculations for se 307
Section 302(a) 7
In areas subject to vater splash and in exterior locations, wood columns and posts shall be supported by piers projecting
"'hen unud condition*,or fFt.a+itionr are found. footine mly
The ground under the Boor may be excavated to the elevation of the foundations shall be u required in Sectum .907(a).
top o€ the footinp. .
Show foundation sills to be pressure treated, or equal. Sec. 2517(c) 3.
3. Show foundation bolt size and spacing. between chimney and wood frame using metal /rd Sec. 2907(e)
I#. Specify size, ICE0 number and manufacturer of per: driven pins. Show edge and end distance and spacing. Sac,. 306ffl
Shou size, imbadment and location of hold down anchors on foundation plan. Sac. 2312(fl
be tied in place prior to foundation inspection. $36. Note,on plan that hold down anchors must fl. for glued laminated wood members shall
ls. 2311(e) L-- Detail all post to beam and post to tooting
Specify nail site and spacing for all
ate
d foot- slopes steeper
Show minimum 18' clearance from grade to bottom of floor joists and minimum 12' clearance to bottom of girders. Sac. 2517
Sac. 2517
I. FRAMING
stud wall and main cross partition shall at least 2' above the finished grade and be braced at each end and at least every shall bear on a mota1 base plate or treatad 2S feet of length with 1x4 diagonal wood unless the columns or wscs are foun- let-in brace or equivalent. Sec. 2518(g)S dation grade redwood or cedar. Sac. ZS17fc)l
Show access to the attic or under floor iurnace to ba minimum 30 inches by 30 inches. Jec. 708 5 709 CMC
Note that ?assageway to the attic tuzaace shall be unobstructed and have continuous solid floorinq not less than 24 inches vide. Sec 708 UMC
Show pamanant slectricdl outlet and lighting fixture controlled by a switch for the attic turnace. Sac. 708 UMC
Show details to comply with Section '109 €or furnace under the Cloor, Section 708 for attic furnace, or Section 710 for roof or outside furnace.
Note on plan, gas vents and non-combustible piping passing through three floors or less shall be eftactively draft stopped at each tloor or ceiling. UBC Sac. 1706fal6
Show location of attic access vith minimun size 22' x 30'. SOC. 320s
Show draft separation for attic areas in excess of 3,000 sq.5t. Sec. 3205
Show draft separation for space between dropped ceilings and floor above in dxcess of 1,000 sq.ft. Sec. 2S17
Speci€y plywood grade and panel indenti- facation index. Table 25-J
When roof pitch is less than 3:12, desipn ridge ds a 3eam. Sec. 2518 (h)
Wood shear walls shall not be used to resist horizontal €orces contributed by masonry in buildings over one story in height. Sac. 2S16(bI
Gyps~m lath and plaster, qypsum sheathing + board and gypsum vallboard shall not be used in vertical diaphragms to resist A. ELECFRICAL (National Electrical Code)
€orces imposed by masonry oe concrete construction. Table 47-1
Note on the plan the amperage of electrical I€ cripple wall studs are less than 14',
It the electrical installacion is more Cripple wall studs exceeding 4 feet in
than 200 amperes, show ?anel location height shall be 3 inch by 4 inch or 2
and provide a single line diagram and inches by 6 inches when supporting 2 stories.
Sec. 2S18fg)6 load calculations including: a. Wiring method employed. b. Sizes of all conductors, switches, Show plywood sheathing over exOosed eaves,
circuit breakers, fuses, and conduits. or other weather exposed areas, is exterior
c. Approximate length of service Ceeders. grade. Sec. 2517(g) 3
Show a weep screed at the foundation plate d. Provide plot plan showing services, line on all exterior stud walls to be all panel locations. circuit arrangement stuccoed. Sec. 4706(e) and load distribution on panel busses. . Provide an approved vaterproof building paper under wood siding. Sec. 1701(a)
SpeciLy an approved €lashing for exterior openings and parapet valls. Sac. 3208
Show corridor width to be minimum 36". Sac. 3304fb)
AIL wiring shall comply with the National Elactrical Code. 9- framing shall be solid blocking. Sec.2518(g)6~ service. /-
e. Provide typical panel schedule(s).
;d z~c,:e:y truss layout for 30' x 30" attic & Ridges. hips, and valleys shall be at
Show minimum dwelling lighting (NEC Art. 210-26(a) and CFI'S in garage, baths and outdoors. NEC Art. 210-8(a).
Note "UFER" ground to be provided (NEC).
Art. 250-81
least one size larger than supported rafters. Sac. 2518fh) 3
and rafters. Provide metal straps across ridge beam
J. lIECHANICAL
All heating, ventilating, and cooling systems and aaoliances shall comDlv with the Uniform -.
Show the size, location and type of all heating and cooling appliances or systems.
of combustion air for furnace will comply with Chaper 6, U.M.C.
Every dwellirq unit shall be provided vith heating €acilities Capable of maincain- ino a room temerature of 70s F. at 3
- L. PLUMEXNC (Uniform Plumbing Code)
All plumbing shall comply with the Unifrom ing Code.
Show vater heater size, type and location on plans.
Show method of providing combustion air to Cue1 burning water heater. Sec. 1307
feit above the'floor in all habitable rooms. Show basis for compliance. UBC Sac. 1211
Show minimum 30' deep unobstructed working $ 9 space in front of furnace.
2 4. Note on plans,clearances to be per manufac- turers listing. Sac. 704 WC
Furnace shall not be installed under any stairway. Sac. 704 Urn:
bedroom, bathroom, closet, or in confined space with access only through such room, unless specitied as direct vent appliance. enclosed Curnace or electric heating appliance. Sec. 704 UMC
Show ICBO approval €or prefab fireplace
at job site.
6. Furnace shall not be installed in any $
/.( and provide approved installation instructions .
Fuel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. 1309
Provide adequate barrier to protect water heater from vehicle damage. Sec. 1310
Show T and P valve on water heater and show route of discharge line to exterior Sec. 1007(e)
Provide dryer vent to outside. UK Sac. 1903
Note on the plan that hose bibbs and lawn sprinkler systems shall have approved backflow prevention devices. Sec. LO03
Shower stall shall accomodate a 30'circle and have a minimum floor area of 900 sq.m. UPC 909(d)
rc
Note the insulation installer shall post a signd certificate, in a eaaspicioru place in tha buildinq, s.utin9 the insulation complies uieh Title 24, Chapter 2-S3 and Title 20. Cbapter 7. Subchapter 4, Article 3.
Note doors and uindous, including rkylight~. b8tuc8n conditioned and non-conditiond /space shall be fully watherstrippad.
Note on the framing plan that warher- stripping. Cmlking or sealants must k used to liait filtration in the building envolopa at the following locatioamf Exterior joints around uindas and door fr-s: becueen wall soh plates and floors, and ktwuon extdrior wail panels; pen~rrataons in uaLls. ceilings. and (loots for plumbing, electricity, and gas lines: oponings in attic floors: and all other openings in the building enve 1 opu .
Wore mat doors and windous to be C0rtifi.d and lroeled ecrplying uith the tnerpy Rogulaciona.
Note fans exhausting air to have back draft duwrs.
r'
2f.
Note at the Eterior wall fireplaca -rir-place to nave minmam SLR square inches of outride air: to have glass or meal door eovaring the entire oprsia) or the r:rebox: to have tApht-LittimJ dampor with readily accessible control and should not have a contrnuoua burninq pilot light'.
1976 UMC and shall ba tightly sea1.d uitn nvstic or tap..
Note at the water heater location 'water heater DO have urap of R-12 external insulation'.
Note. uhrre weor heater is in uneonditiowd space. the cirst Civ. t.ct of outlet pipa to have R-3 ursp.
Noto a11 circulating hot rater pipas in unconditiond spaces shall ba insulatd.
Note that all gas tired heating and cooling appliances, rhowars and fauat8 shall comply with the energy efficiency Standards.
Show, at bath and kitchen. that the general liqhring shall have an efficiency of not leas than 7S lwns par uatt i.0. florescent.
Mote char heating or cooling systm lorcope heat pumps1 shall have an autoutir themoatat uith mechanism uhich can bm manually proqratmed to automatically set back the themoatat sot points for ac least tu0 pariods uithin 24 hours.
Shw tho size. typa and location of the space heating for cooLin9) symtr and provida energy calculations if th. output BN/Hr. excads 4S.000 W/Ur. output.
Shou ulr and add Cor rM .d umta huur ere a Stace a- liaf.
rmqurro pool mss u -11 u ocner raranq dovim sucl aa 01.. clocxr. eCC. ?20-1401
J4IS~NK)US
Show a minimum 7' air space and fldrhinq between planter and burldinq walls. See. 2517te)
Specify material to be used *under she ahwar tile. Sec. 1707ta)
Specify lath and plaszer to comply with Chapter 47. UBC.
Two 3/4* copper pipes must be installed from water heater Location to convsnient locatian of future solar panels (City 0rd.J
Provide sl88va: trwL jacks) in rood Cor cwo Cucure 3/4 copper pipes eo cbnvenianr location ot :uture solar panels (City Ord.)
Note :hac solar waz*r piping is to oe insulae in areas chat arc ?.ot heated or zooled. (City 0rd.l
Note duct. shall comply With Chapter 10,
pool8 Wbea eosari euei nucars
0 Building plms are substantially correct and eomoleee.
BY 8
Dater
Building plans uould k subreantially correct and complete La minor corrections are -do
at counter.
BY I
Date: m
urlding plans require major corrections and cwplate plan recheckr by plan check engineer, is tequirmd.
3~Vv.l # I 3 / J +/-e 4 Xyz Date;
If you have any questions raqardtng
at
WI wuld also ba pleased eo M~C with you, at no charge. it additional a8mi8t~tCa
A8 n.0d.d.
Citp of Catisfrab PLAN CHECK NO.
OWNER
PLAN REC'D.
PLAN CHK'D,
CHK'D. BY
i
DEVELOPMENTAL
SERVICES
BUILDING DEPARTMENT
&i tp of CarIsbab
1200 ELM AVENUE CARLSBAD, CA 92068.1989
(619) 438-5!525
j ’. ~
THL INFORMATION LISTED BELOW MUST BE SHOWN ON THE TITLE SHEET OF THE PLANS
FOR YOUR SINGLE FAMILY DWELLING
Site Address
Legal Description
Assessor’s Parcel Number
Quantity of Grading in cubic yards
Contact Person - Name and daytime Phone Number
Circle any Planning Commission or City Council Action on this Property:
Variance, Conditional Use Permit, Tract or Parcel Map, Zone Change,
Planned Development, Redevelopment Permit, Specific Plan, Site
Development Plan
cd 112383
PLAN CHECK NUMBER
VALUATTON AND PLAN CHECK FEE v
A ir Conditioning Commercial
Res id ent ial
Fire Sprinklers
Res. or Corn.
CJ Bldg. Dept.
0 Esgil
@ 2.80
@ 2.40
@ 1.50
PLAN CHECK NO. 8#-398 -z /
BUILDING ADDRESS ,&I&?!.$ b/S*i</It?. ( &77%z/3,453p)
APPLICANT/CONTACT /.f L &u)/-s PHONE NO. 7N-477-3
BUILDING OCCUPANCY /Z3. 4 DESIGNER PHONE
TYPE OF CONSTRUCTION VW’ CONTRACTOR PHONE
I BUILDING PORTION BUILDING AREA I VALUATION VALUE MULTIPLIER - 53, 43 /&*74q7
I 1 1 I I I I 1
I Total Value I
Fee Adjusted To Reflect OEnergy Regulations (Fee x 1.1)
OHandicepped Regulations (Fee x 1.065)
Building Permit Fee $ /
Plan Check Fee $
COHHENTS;
F. 1 i
i 1
1I ;h
ir
?ANN I NG : TYPE OF STRUCTURE s FD ZONE:
a w i3 w > w a
SCHOOL FEES: SAN DIEGUIT
BUILDING HEIGH
-- TWO CAR GARAGE
REQUIRED SETBACK
2 COMMENTS:
e3 <
~- -
-
"L a REDEVELOPrlENT APPROVAL REQUIRED: Ern t;~ n E ,w= u ax sq-J VW LANDSCAPE PLAN COMMENTS:
-
'E 3w U > w p:
ADDITIONAL COMMENTS:
\ .
OK TO ISSUE: DATE: Y\j\f\OK TO FINAL: DATE:
ENG I NEER I NG_ LEGAL DESCRIPTION VERIFIED? ,"'E9 A.P.N. CHECKED>V$
P.F.F. d/k PARK IN LIEU
R.0.W: & -k IMPROVEMENTS : /
1 m4 \ E.D.U:
-
ENVIRONMENTAL REQUIRED:
GRADING PERMIT: d /'- Av- /%W&W\
DRAINAGE: sm De/d! 74-
EASEMENTS: )db/V'k Adpp.7(;'FvJI" ADDITIONAL COMMENTS
DATE :
ENGINEERING
OK TO ISSUE:
PUBLIC C!ORKS INSPECTOR:
FINAL OK:
IF THIS ITEM IS NOT CHECKED, BUILDING DEPARmENT HILL MAKE ALL INSPECTIONS
J
DATE: &/d/K -
(DRIVEWAYS, CURB CUT, DRAINAGE, ETC.)
I----
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CLAUDE 6. PARKER
GEOTECHNICAL CONSULTANT QFFICE 740 METCALF STE. 7
HOME 1922 Horn PI. 92025 (714) 741-2592 ESCONOIOO, CA
(714) 746-8182
CIVIL ENGINEER 118.987
GEOLOGIST 6512
CERT. ENG. GEOLOGIST U922
20 September 1984
McMahon- Sui t ts
3016 Caminito Niguel San Diego,CA. 92117
Attn: Miss Dawn Suitts
Re: Job No. 84-549P
Buena Vista Circle
SUBJECT: Lateral Wall Pressures
Dear Ms Suitts:
This letter is to verify that I have conferred with the
Wilson, and found that the basement wall will not be to the restrained condition. The use of an
structural engineer on the above referenced project,
pressure for design will therefore be adequate per his design.
Respectfully submitted,
- CLAUDE B. PARKER
CLAUDE B. PARKER
GEOTECHNICAL CONSULTANT OFFICE- 740 METCALF SlE. 7
17141 741-2692 ESCONDIDO, CA
(714) 746-8102 HOME 1922 How PI. 92026
CIVIL ENGINEER $18.987
GEOLOGIST 1512
CERT. ENG. GEOLOGIST 1922
18 October 1984
McMahon-Suitts 3016 Caminito Niguel San Diego,CA. 92117
Attn: Miss Dawn Suitts
Re: Job No. 84-549P
Carlsbad, CA. Lqo( Buena Vista Circle
SUBJECT: Soil Conditions in Footings
Dear Miss Suitts:
This letter is to verify that on this date I inspected the
footing trenches for your proposed house as recommended in my Preliminary Soil Investigation dated 10 September 1984. The inspection revealed that the soil conditions were suitable for the proposed building. If it should rain prior to the concrete pour please call me' to verify that the bottoms of the trenches have been cleaned.
Respectfully submitted, u R PA 3
CLAUDE B. PARKER
I
PRELIMINARY SOIL INVESTIGATION
PROPOSED McMAHON-SUITTS RESIDENCE BUENA VISTA CIRCLE CARLSBAD, CALIFORNIA
FOR
McMAHON-SUITTS 3016 CAMINITO NIGUEL
SAN DIEGO, CA. 92117
10 SEPTEMBER 1984
JOB NO. 84-549P
CLAUDE 6. PARKER
GEOTECHNICAL CONSULTANT
OFFCE 740 METCALF, STE. 7 ESCONOIOO. CA 82025
HOME 1922 HOWE PL. ESCONDIDO, CA 82025 (714) 741-2592
(7 1 4) 746-0 1 82
CIVIL ENGINEER I1 8.987
GEOLOGIST a512
CERT. ENG. GEOLOGIST x822
I
CLAUDE B. PARKER
GEOTECHNICAL CONSULTANT
OFFICE 740 METCALF STE. r
(714) 741-2592 ESCONDIDO, CA
1714) 7466182 HOME 1922 How PI. 0202s
CIVIL ENGINEER 118,987
GEOLOGIST #S12
CERT. ENG. GEOLOGIST 1922
10 September 1984
McMahon-Suit ts
3016 Caminito Niguel
San Diego,-. 92117
Attn: Miss Dawn Suitts
Re: Job No. 84-549P Buena Vista Circle Carlsbad, CA.
SUBJECT: Preliminary Soil Investigation
Dear Miss Suitts:
Please find enclosed my Preliminary Soil Investigation done at your request for the above referenced site legally described as Lot 18, Map 2492, Buena Vista Gardens, City of Carlsbad, County of San Diego, State of California.
The investigation consists of 3 test pits dug with a backhoe to the depth of influence of the proposed building. Appropriate field 'inspection and laboratory testing were performed. The results of this investigation along with my recommendations are found in the accompanying report.
In summary it is my opinion that there are no obvious geotechnical hazards and the existing soil should be able to
support the proposed structure as understood without further
compaction for the pad.
Plea-se call me to inspect the footings after the trenches
have been dug and cleaned to verify that conditions are as
reported herein.
Respectfully submitted, a-J&R. CLAUDE B. PARKER PA
TABLE OF CONTENTS
IV .
I. General Information
I1 . Purpose of Investigation
I11 Field Investigation
A. Surface Conditions
B. Test Pits
C. Subsurface Conditions
Tests and Results
A. Density Tests
B. .Grain Size Analysis
C. Direct Shear Test
v. Bearing Capacity
VI. Conclusions and Recommendat ions
VII. Reference
APPENDIX
Test Hole Location Map
Logs of Test Pits
PAGE
1
1
1
1
2
2
3
3
3
3
4
4
5
PLATE
1
2&3
Specifications for Construction of Controlled Fills
Unified Soil Classification Chart
CLAUDE B. PARKER
GEOTECHNICAL CONSULTANT
OFFICE 740 METCALF, STE. 7 ESCONDIDO, CA 92025 (714) 741-2592
HOME 1922 HOW€ PL. ESCONDIDO, CA 92025 (714) 746-6182
CIVIL ENGINEER iy18.987
GEOLOGIST a512
CERT. ENG. GEOLOGIST #Q22
Page 1
PRELIMINARY SOIL INVESTIGATION
BUENA VISTA CIRCLE CARLSBAD, CALIFORNIA
PROPOSED McMAHON-SUITTS RESIDENCE
I. GENERAL INFORMATION
A Preliminary Soil Investigation has been prepared for the
above mentioned site legally described as Lot 18, Map 2492, Buena Vista Gardens, City of Carlsbad, County of San Diego, State of California. The site is located approximately 450 feet along Buena Vista Circle southerly of Laguna Drive.
It is understood the site will be for a two story wood frame residential structure. The foundation will use continuous concrete wall footings with concrete slab-on-grade. There will be an eight foot high basement under the den towards the front of the house. The building is planned to be constructed on the native ground and there will be no grading except minor leveling for drainage purposes and the excavation for the basement. The excavated material will be exported from the site.
11. PURPOSE OF INVESTIGATION
The purpose of this investigation is to determine the
1. the existing soil conditions;
following:
2. the presence and effect of any expansive soil;
3. the proper soil strength parameters for the footing and basement restraining wall design;
4. the presence of existing fill or groundwater;
5. the geologic conditions and obvious geologic hazards;
6. any construction problems that can be anticipated, and
to make appropriate foundation recommendations.
111. FIELD INVESTIGATION
A. Surface Conditions
The subject site is a triangular shaped parcel with
approximate dimensions of 176' fronting an existing house lot CLAUDE B. PARKER
GEOTECHNICAL CONSULTANT
OFFICE 740 METCALF. STE. 7 9 ESCONDIDO. CA 82025 (714) 741-2592 HOME 1922 HOWE PL. ESCONDIDO. CA 92025 (714) 746-6182
CIVIL ENGINEER I1 8.987
a512 GEOLOGIST
CERT. ENG. GEOLOGIST 1922
Page 2
on the south, 177' on the north and west side along Buena Vista
Circle and 96' along a private road on the east side. The orientation and a vicinity map of the site are shown on the enclosed "Test Pit Location Map", Plate 1. The site presently is a flat grass/weed covered vacant lot. There are no erosion swales or no nearby slopes to slide. There are no existing man
made structures or indications of previous buildings.
B. Test Pits
Three exploratory test pits were dug with a backhoe on 5 September 1984 in the building area as indicated on Plate 1.
Samples of the soils excavated were obtained for
laboratory analyses. The soils were visually classified by field identification procedure in accordance with the Unified
Soil Classification. A simplified version of the Unified Soil Classification is included in the Appendix. Continuous logs of
the soils encountered in the test pits were recorded in the field. The logs of the test pits shown on Plate 2 and 3 are based on the field logs, on inspection of the samples, and on the laboratory test results.
C. Subsurface Conditions
Geologically the site is underlain by Tertiary marine sediments of Pleistocene age, the Linda Vista formation. The profile under the pad consists of about a half foot of brown silty sand, topsoil, over a massive strata of brown orange silty sand. This strata is essentially featureless without obvious bedding or structure. This strata to the depth of interest for this project was in a firm condition.
There are no mapped faults projecting through the site nor were any detected during the investigation. The nearest active
fault is the Elsinore Fault, approximately 23 miles to the northeast. It is believed the greatest geologic hazard would
be from ground shaking in the event of an earthquake.
There were two soil types encountered in the field and referred to on the logs as Soil Type 1 and Soil Type 2. For engineering purposes however both soil types were very similar. The laboratory tests indicated that the strata seemed to grade denser and more moist with depth. The soil types are listed on the next page.
CLAUDE B. PARKER
GEOTECHNICAL CONSULTANT
OFFICE 740 METCALF, STE. 7 ESCONDIDO. CA 82025
HOME 1922 HOWE PL. ESCONOIW, CA 92025 (7 14) 746-6 182
(71 4) 741 -2592 CIVIL ENGINEER #I 8.887
GEOLOGIST 612
CERT. ENG. GEOLOGIST -22
Page 3
SOIL TYPE
Soi 1 Soi 1 Type Description
Unified Soil
Classification
1 Brown Silty Sand SM
2 Brown Orange Silty Sand SM
IV. TESTS AND RESULTS
A. Density Tests
Moisture contents and densities were determined on four paraffin coated undisturbed samples using the water displacement method. These data were used for the direct shear test and bearing capacity calculations.. The results are presented on the logs at the corresponding locations.
B. Grain Size Analysis
One grain size analysis was performed on the upper soil,
Soil Type 1, in general accordance with ASTM D422 for classification purposes and to verify its nonexpansive character. The results are presented below.
GRAIN SIZE ANALYSIS
Test Soil % Passing U.S. Standard Sieve Number Unif .
LOC . Type 3/4" 4 10 20 40 100 140 200 Class.
TP1@ 1/2 1 100 98.2 94.3 78.2 65.1 34.1 28.2 21.2 SM
C. Direct Shear Test
A direct shear test was performed on a representative sample of Soil Type 2, the brown orange silty sand found at footing depth, to determine soil strength parameters to be used in the bearing capacity calculation. Three specimens of this soil were prepared by molding the soil in a 2 1/2 inch diameter
1 inch high rings to the inplace conditions of moisture and density. The specimens were loaded with normal loads of 1, 2, and 3 KSF respectfully and sheared to failure in undrained shear. The results are presented on the next page.
CLAUDE B. PARKER
GEOTECHNlCAL CONSULTANT
OFFICE 740 METCALF. STE. 7 ESCONDIDO. CA 92025
HOME 1822 HOWE PL. ESCONDIOO. CA 92025 (714) 746-6182
(714) 741-2582 CIVIL ENGINEER R18.987
GEOLOGIST a512
CERT. ENG. GEOLOGIST m22
Page 4
V. BEARING CAPACITY
The values of internal friction and apparent cohesion derived from the direct shear test were used in the Terzaghi Formula in accordance with the procedure outlined in Ref.1, page 222, to compute the allowable bearing capacity.
Terzaghi Formula:
Assumptions:
Bearing Capacity = 2/3cN1, + '$lfNIq + 1/2tBN1~
Depth of Footing, Df=1.5'
Width of Footing, B m1.5'
Location Soil
Type
TP1@2 2
= dimensionless parameters, Ref.l,Fig.33.4
Safety = 3
ALLOWABLE BEARING CAPACITY
Wet Angle of Apparent Bearing Density Int.F&ic. Cohesion Capacity
128 41 500 >4000
y (Pf) p, ( c, (psf) (psf)
VI. CONCLUSIONS AND RECOMMENDATIONS
1. The tests and observations indicate there are no large geotechnical problems with respect to the geology or soil conditions on the subject site. All fill should be compacted and any fill over 12 inches should be tested by this
laboratory.
2. There were no obvious geologic hazards and it is felt that design in acordance with the U.B.C. Seismic Zone IV should be adequate.
3. Use at least two Y4 reinforcing rod's in the wall
footings. Place one rod 4 inches from the top and the other rod 4 inches from the bottom of the footing,
CLAUDE B, PARKER
GEOTECHNICAL CONSULTANT
OFFICE 740 METCALF. STE. 7 ESCONDIDO. CA 92025
HOME 1922 HOWE PL. ESCONDIDO. CA 92025 (714) 741-2592 CIVIL ENGINEER R18.987
GEOLOGIST a512
(714) 746-6182 CERT. ENG. GEOLOGIST a22
Page 5
4. Use 6X6/10X10 wire mesh in the center of the slab.
5. It is important to direct and maintain all drainage so that water is not allowed to pond around the foundation. Every precaution should be taken to waterproof the concrete block basement wall such as solid grouting and ample tar or bentonite on the outside face.
6. The direct shear test and theoretical calculations indicate the native soil will sustain a bearing capacity of over 4000 psf. Experience and good engineering practice would limit this value to 2500 psf.
7. It is recommended that the basement block wall be designed for the restrained condition with pressure loading as
shown below. I i
I_ _. .
7- - ,,ab' Q _- Fq U
//
8. Please notify me to inspect the trenches after they have been dug to verify that the soil conditions are as reported herein.
VII. REFERENCE
1. Terzaghi and Peck, 1967, "Soil Mechanics in Engineering Practice", John Wiley C Son, N.Y.
ResDectf ullv submi-tted,
CLAUDE B. PARKER- -
Distribution: 4 Addressee
CLAUDE B. PARKER
GEOTECHNICAL CONSULTANT
OFFICE 740 METCALF. STE. 7 ESCONDIW, CA 92025
HOME 1922 HOWE PL. ESCONDIDO. CA 92025 (714) 741-2592
(7 14) 746-6 182
CIVIL ENGINEER 110.907
GEOLOGIST 612
CERT. ENG. GEOLOGIST e22
CLAUDE B. PARKER
GEOTECHNICAL CONSULTANT
OFFICE 740 METCALF, STE. 7 ESCONDIDO, CA 92025
HOME 1922 HOWE PL. ESCONDIDO, CA 92025 (714) 741-2592
(714) 748-6182
CIVIL ENGINEER ai 8.987
GEOLOGIST 612
CERT. ENG. GEOLOGIST a22
9
LOG OF BORING
I -7 BORING NO.
ELEVATION .A J back hoe SAMPLING METHOD
A
A
A -
5' cemented 12- z J
ST 2 Bottom
740METCALFSTE.7 (714) 741-2592
1922 HOWE PL (714) 7468182
CLAUDE B. PARKER
GEOTECHNICAL CONSULTANT
ESCONDIDO. CA 92025
Job No. 84-549P
Plate No. 2
CIVIL ENGINEER Y18.987
GEOLOGIST #512
CERT. EM. GEOLOGIST #922
LOG OF BORING
BORING NO. a i3
ELEVATION orad e J
back boe SAMPLING METHOD
TEST PJT 2
TEST PIT3
3 /
cerrrwfited
00 ttom 3.2
OFFICE
HOME
740METCALFSE.7 (714) 741-2592
1822HowEPL (714) 748-6182
CLAUDE B. PARKER
GEOTECHNICAL CONSULTANT
ESCONOIW. CA -5 CIVIL ENGINEER #18.987
GEOLOGIST #S12
CERT. ENG. GEOLOGIST #822
ESGIL C0;IPOFiATIOiJ \EC2071
I 9320 CHESAPEAKE DRIVE, SUITE 122 I
I SA11 DIEGO, CRLIFORiiIA 92123 I
RESIDENTIAL ENERGY LAW STATEMENT OF PLAN CONFORMANCE PLAN CHECK NO. 30 -9'f-
Effective July 1, 1978 every proposed residential building must be designed to comply with the State Residential Energy Conservation Law before a building permit can be issued.
Section A or B of this form myst be completed for each residential building permit applied
I for.
A. STANDARD DESIGN STATEMENT
I have reviewed the plans being submitted for the proposed residential building at
LOT s -butah visi4 t7~~e (site) for BU~~~~ A. -o~~~yert (owner) and the design submitted substantially conforms to the following State Energy Conservation Standards
mandated in CAC Title 24, Sections T20-1401 through T20-1414.
1.
2. - 3.
3.
5.
Total window and skylight glazing does not exceed 20% of the gross floor area.
Ceilings, walls, and floors comply with the prescribed amounts of insulation.
Electric resistance space heating does not exceed 10% of the annual heat load.
No electric se
No fossile swimm9g pool heaters. (Effective July 3, 1979)
(Refer to form DPL #408)
'ce water heating proposed.
1-3-6 -0 z- I 372399 Date Licensed as , State of CA License No.
B. ALTERNATIVE DESIGN STATEMENT
I have reviewed the plans and the required supporting calculations and data beir?g submitted for the proposed residential building at (site) for
by the alternative design method to the State Energy Conservation Standards mandated
in CXC Title 24, Sections T20-1401 through T20-1414.
(owner), and the design submitted substantially conforms
Check all items submitted to document compliance by the alternative design method.
Items I through 4 are required for alternative designs affecting the building envelope.
~~-Fon" ;--?, Pro j ect Date Summary
I 1 ''I Form 2 la Form 3 I 1 UForm 4 -----A Form 5 - Life Cycle Cost Ana-lysis for WAC Systems (Electric Resistance Heating)
-! Hourly and Annual Building Heat Loss Rake
-I Heat Transfer Coefficient, Proposed Construction Assembly
-1 Alternative Design Summary
F--J I
I 7 Form 6 - Life Cycle Cost Analysis for Service Water Heating u - Statement for Swimming Pool Water Heating System
I
0 - a Specify Additional Supporting Data Submitted
---
Date Signature Licensed as State of CA License No.
I i \
I.
1200 ELM AVENUE
CARLSBA-D, CALIFORNIA 92008 TELEPHONE:
(7141 729-1181
Re : .Application No. s-9 -
Your application for sewer allocation on Sewer Allocation Program was approved by Council on December 4, 1979.
If your project requires a discretionary
the Second Phase the Carlsbad City
permit, i.e.
,tentative tract map, Planned Unit Development, condominium permit, variance, Conditional Use Permit, etc., application for such permit shall be filed within sixty days from December
11, 1979 (on or before February 11, 198Q). The applicant is required to diligently pursue his permit to a final decision.
Application for building permit must be filed within forty- five days from December 11, 1979 (on or before Janaury 25,
1980), for those projects not requiring further discretionary permits, or within sixty days after final City action on the discretionary permit. The applicant is required to diligently pursue his permit to a final decision. The City Council may
extend the time for building permit applications an additional sixty days for major projects.
If you cannot meet these deadlines you 'should so indicate on the application for a sewer permit. please feel free to contact my office, (714) 438-5591.
If you have any questions
"
Sincerely, 7?22--- Planning Director
JCH :ms
~CARLSBAD UNIFIED SCHOOL DISTRICT
0 CARLSBAD HIGH SCHOOL RECEIPT NO.
05766 i
DATE
USE OF SCHOOL FACILITIES/RENTALS $
TELEPHONE COMMISSIONS $
$ INSURANCE CLAIMS
USE OF SCHOOL BUS $
DAMAGE TO SCHOOL PROPERTY $
DAMAGED OR LOST BOOKS
SALE OF SURPLUS
$ REIMBURSEMENTS $
$ (EMPLOYEES)
CCiL TOTAL $ [j (
\o\ INCOME ABATEMENT 0
- - RECEIVED CASH CHECK CHARGE TO ACCOUNT NO - Fgs7 -
RECEIVED BY