HomeMy WebLinkAbout1578 BASSWOOD AVE; ; 83-21; PermitDECLARATIONS OWNERIBUILDER CONTRACTOR WORKER'S COMPENSATION r II 1- LENDER m - n m z (n C In -I D b 2 m F D
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PUN CORRECTION SHEET
Plan Check No. / b=s3f-)
I~C plans rcccivcd by jurisdiction
74te plans received by
Date initial plan check
FWtEIJFRbr PLEASE READ
Plan check is limited to technical requirements 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 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. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law.
Please make all corrections on the original tracings and submit two new sets of prints? and any oriqinal plan sets that may have
To facilitate recheckinq, please identify, next to each circled item, the sheet of the plans upon which each correction on this sheet has been made and return this P check sheet with the revised plans.
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PLAN CORRECTION SHEET
SINGLE PMILY AND DUPLEX DWELLINGS
Plan Check No.
Datc plans received by jurisdiction
83 -3 /
Date plans received by plan checker *-2
Date initial plan check completed7dc by eyfv
FOREWCMD: PLEASE READ
Plan check is limited to technical requirements contained 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 corrections based on laws and ordinances enforced by the Planninq Department, Engineering Department or othcr departments.
The items circled below need clarification, modification or change. All circled items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state, county or city law.
Please make all corrections on the original tracings and submit two new sets of prints, and any original plan sets that may have
)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 this check sheet with the revised plans.
Indicate on plans the name of the legal cwnrr and name of person responsible for the preparation of the plans. Sec. 302(b) ./'
n.
Submit fully dimensioned plot plan drawn to scale showing location size, and use of all existing and proposed structures on the lot. Identify property lines and show lot dimensions 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.
Indicate distance from center-line of street or alley to property line and distance from curh to property line. Sec. 302(b)7
Plans, specifications and calculations shall be signed by a California State licensed engineer or architect. (California Business and Professions Code)
FIRE PROTECTION
Walls closer than 3 feet to property lines */shall be one-hour f ire-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. 1709(aI
Projections, including eaves, may not extend more than 12 inches into the 3 foot setback from the property line. Sec. 1710 and
~~~e~::~::, including eaves, shall be one- hour fire-resistive construction, heavy timber or of non-combustible material if they project into the 3' setback area from the property line. Sec. 1710
Show location of permanently wired smoke dr!tector. Sec. 1210
CL. ROOM SIZES, LIGHT, VENTIIATIONS AND GLAZING
room must contain a minimum of 150 square feet of superficial floor area. Sec. 1207tb)
Habitable rooms, other than kitchens, shall contain at least 70 square feet of floor area. Sec. 1207(b)
Window area must be at least 1/10 of the floor area and a minimum of 10 square feet per Sec. 1207(a). Appears to be deficient .- in
Openable window area must be 1/20 of the floor area and a minimum of 5 square feet. In bathrooms, laundry rooms and similar ooms. Minimum is 1.5 sq.ft. (Sec.l205(a)
One-half of all required window area must be openable in
/' Provide mechanical ventilation capable of providing five air chanqes per hour in bathrooms, water closet compartments, laundry rooms and similar rooms if required windows are not provided. Sec. 12051a)
No habitable room, other than a kitchen, be less than 7'0" in any dimension. 1207(c)
that ceiling height for habitable rooms is a minimum of 7'6". Sec. 1207fa)
Show ceiling height for laundry rooms, hallways, corridors, and bathrooms is a minimum of 7'0". Sec. 1207(a)
Provide 30" clear width for water closet compartments and 24" clearance in front /"€ water closet. Sec. 1711(b) . NO cooking room shall be used for sleeping 2 purposes, unless complying as an efficiency
"frOh-,gcl&"& MC(Q 0-l- \;dcrif VR
ur@--Sece 1208 . .
safety glazing for glazing in hazardous RuJ locations such as glass doors, glazing
to walking surfaces. Sec. 5406 adjacent to such doors and glazing
Glazing in shower and tub enclosures (inclnding windows) shall be tempered, laminated or approved plastic.
Sec. 1711 (f)(g)
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Sleeping rooms shall have a window or exterior door for emergency exit. Sill height shall not exceed 44' above the floor. The window must have an openable area of at least 5.7 squafe feet with the minimum openable width 20 height 24'. Sac. 1204 and the minimum openable
Eaves and cornices may not project into a required yard more than 2 inches for each foot of yard width if required windows open into the yard. Sec. 1206(d)
A mezzanine is an intermediate floor and may not have a floor area exceeding 33 1/3 percent of the total floor area in the room below, and the mezzanine floor must have a clear height of 7 feet, above and below,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
.drails shall satisfy the following:
Provide handrail for stairways over 30' high when serving a single dwelling. Title 24, Sac. T25-22(b)
Handrail shall be 30" to 34" above the nosing of treads. Sec. 3305(j)
Handrail projecting from a wall shall have a space not less than 1 1/2" between the wall and the handrail. The hand grip portion of handrail shall be not less than 1 1/4" nor more than 2" in cross-sectional .dimension. Sec. 3305Cj) (see attached)
Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the stairway width. Sec. 3305(gI
A door may open over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of stairway travel, to less than one-half the required width of the stairway. Sec. 3305(g)
A door may open inward at the top step o€ a stairway provided the top step is not more than 7 1/2" lower than the floor level. Sec. 3303(i)2
Provide details of winding stairway.
a. Minimum tread is 6 inches at any point and minimum 9 inches at a point 12 inches from the side of the stairway.
b. Maximum rise is 9 inches.
c. Minimum width is 30 inches. Sec. 3305(d) (see attached)
D. EXITS, STAIRWAYS, AND RAILINGS
rd: Floors above the second story shall have not less than 2 exits. Sec. 3302ta)
Required exit doorways shall be not less p". than 36" in width and not less than 6'4" in height, and shall be capable of opening at least 90 degrees. Sec. 3303(e)
/L' porches, balconies, and open sides of landings. Maximum opening between railings shall be .less than 9". See. 1716
adequate to support 20 pounds per lineal foot at a right angle to the top rail. Table 23-8
,-49. Provide stairway and landing details.
Sec. 3305(b) 6 (c)
a. Maximum rise 8" and minimum run is 9".
b. Minimum head room is 6'-6".
. Provide 36' high protective railing Cor
Show how guardrail connection details are
pi Minimum width is 30".
Provide spiral stairway details:
a. Minimum run is 7 1/2 inches at a point
from where the tread is the narrowest.
b. Maximum rise is 9 1/2 inches.
c. Minimum headroom is 6 feet 6 inches. Sac. 3305(f) (see attached)
Spiral stairways may not be used for required exits when the area served is greater than 400 sq. ft. Sec. 3305(f)
Spiral stairways must have a clear walking space of 26 inches between the column and handrail. Sec. 3305(f)
Provide I.C.B.O. Reasearch Report and Number for metal stairway, or submit plans and calculations and approved fabricator registered with the Building Department or note that the stairway fabrication shall be done under special inspection per the approved fabrication plans. Sec. 306(a)4B and Sec. 306(f)
In buildings over 2 stories in height, provide 3/4 hour fire-rated assemblies Cor all openings in the exterior wall below or within 10 feet horizontally of an exterior stair- way. An exit balcony with 2 separated stairways is exempt. Sec. 3305
Exterior stairways shall not project into the 3 foot setback Crom the property lines. Sec. 3305cn)
The walls and soffits of the enclosed usable space under interior stairs shall be protecte on :he enclosed side as required for one-hour fire-resistive construction. Sec. 3305(m)
be made a part of the approved plans. (See attached)
Minimum construction specifications shall
ROOFING
26: Specify roof pitch.
TI'.. Roof pitch is not adequate for roof type ' specified. Specify minimum pitch of
Specify roof material and application.
materials not covered in UBC.
Specify roof slope for drainage or design to support accumulated water. Sec. 3207(a)
Show roof drains and overflows. Sec. 3207(a)
Provide skylight details to show compliance with Sections 3401 and 5207 or provide ICBO approval number.
I.C.B.O. approval number for roof
Show 1 3/8' solid core self-closing door for openings between garaqe and dwelling. Sac. 503(d)
lo/ Garages are not permitted to open into a room used for sleeping purposes. Sec. 1104
Openings between carport and residence require self-closing doors and stationary windows. Sec. 1214
5. Show garage framing section, size of header 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". Table 24-1
Doors between dwellings and attached garages may swing in either direction provided 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.
# 2
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 in accordance with stairwav reauirements. and the door must not swing over the depressed level. (see 3303(i)2 and 3305 (g).
water heater, or any other device which may generate a flame or spark.
Note that continuous fire wall protection shall be installed behind raised platform(s) prior to framing platform.
Provide 18" raised platCorms for any FAU,
Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO number.
Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attice area if at least 50% of the required vent is at least 3 feet above ceiling joist?. ,... -- -, *-/-..---
8. , FOUNDATION REQUIREMENTS
Note on plans that*A soils engineer shall evaluate any unanticipated uncompacted fill or expansive soil or other soil problems ,-a disclosed during construction". Sec.306(al12.
classification determination by a licensed engineer or architect based ..
. Show veneer support and connections comply with Sec. 3002, 4,5,6, and Sec. 2516(a) regarding ties and #9 wire in horizontal
joints or note construction to be perattached sheets 30-1 or 30-2.
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 per lineal foot or the actual design load, whichever is greater. Sec. 2310
Provide material specifications for mortar, grout, masonry and reinforcing steel.
b/
' Sec. 2403
id. Snow how masonry house walls retaining earth ,are to be waterproofed. Provide detail.
Note that special inspection of the masonry !
i
{will be required for .I
G. GARAGE AND CARPORTS
arage requires one-hour fire protection on the garage side of walls and ceilings
I
,common to the dwelling. Table 5-8 Sec.503(b)
.All elements supporting floor above garage to have one-hour fire-resistive protection on the garage side. See. 503. Beams and posts, not within the wall or ceiling con- struction, must comply with UBC, Table 43-A, or be minimum 6" dimension beam and minimum 8" by 8' post.
on observation, tests, aorinqs, or excavations, and containing comments on the degree of
value. Sec. 2905
whether or not the soil is expansive, and ,note the allowable bearing value. See. 2905
~ expansiveness, compressibility and bearing
21. Note on the plan the soils classification,
22. The foundation plan does not comply with the soil report recommendation for this ,project
I
1 the soils report recommendations for foundations. islab and building pad preparation.
I
I 23. Provide notes on the foundation plan listing
124. Note on the foundation plan that "Prior to the Contractor requesting a Building Department foundation inspection, the soils engineer shall advise the Building
1. the building pad was prepared in accor- dance with the soils report: 2. the utility trenches have been properly backfilled and compacted, and: 3. the foundation excavations, forming and reinforcement comply with the soils report and approved plan."
125 Provide spread footings for concentrated I or per bearing value as determined by J an engineer or architect. Chapter 29
I 1 Official in writing that:
loads designed for 1,000 PSF soil bearing
2. 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 exceeding 8 feet. Sec. 2506(g)
Show blocking at ends and at supports of floor joists, and for rafters at exterior walls. Sec. 2506(gI
at exterior walls on trussed roofs. Sec. 2506(g)
be doubled under bearing partitions running parallel with the joists. Sec. 2518(d) 5
rafter ties. Rafter ties shall be
J # Show height of all foundation walls. Chapter 23
Show height of retained earth on all foundation walls. Chapter 23
YShow distance of foundation to edge of , cut or fill slopes and show steepness and heights of cuts and fills. Chapter 29
l#. Note on plans that wood shall be 6" above
finish grade. Sec. 2417(c) 7. solid blocking at ridge line and
Note on plans that surface water
Show double joists. lo or joists shall
Dimension foundation per Table 29A.
WALLS-MINIMUM REQUIREMENTS
NUMBER OF STORIES
THICKNESS OF 1 FOUNDATION WALL (lacboa)
~~
DEPTH OF FOUNDATION BE LOW NATURAL SUnFACL OF GROUND AND FINISH GRADE (Inchrs)
6 12 6 12
15 7 18
10 10 18 8 24
1
3 0
SOTES:
foundatronr thnll bc Y required in Section 2907(a).
top of the footing.
Ivbe~ unusual condition* or fmrt conditions are found. footings and
The pund.under the floor may be excavated to the elevation of thr
Show foundation sills to be pressure treated, or equal. Sec. 2517(c) 3.
Show foundation bolt size and spacing.
Specify size, ICBO number and manufacturer of power driven pins. Show edge and end distance and spacing. Sec. 306(€1
2907 (e J
size, imbedment and location of hold' ..\
/ ' than 45 de rees to the horizontal.
spaced not more than 4 €eet on center where rafters and ceiling joists are not parallel. Sec. 2518(h) . Show rafter purlin braces to be not leas
Sec. 2518(ii)
Show 1/2" minimum clearance between top plate of interior partitions and bottom chord of trusses. (To ensure loading will be as designed.)
70. Show nailing will be in compliance with i Table 25-P.
Provide fire stops between stories, between
and floor levels in interior and exterior walls, in mansard roof or eyebrow so no concealed or furred space is greater than 10' horizontally or vertically, between stair stringers at top and bottom and between studs along and in line with stair run adjoining stud walls and partitions, at perimeter of sliding door pockets, between chimney and wood frame using metal or incombustibles for the fire stop and at other places that could afford passage of €lame. Sec. 2517(€)
pble stud heights: 2"x4"@ 16" is 14';
y'. top story and roof space, at ceilings '
1 2. Show stud size and spacing. Maximum allow-
, /" ,'3"~4"62''X6"@ 16"o.c. is 20'. Sec. 2518(gl2 down anchors on foundation pia@ -Set. 2312(f) 4
be tied in place prior to foundation inspection. Sec. 2312(f)
walls. Sec. 2311(e)
than 1:lO. Sec. 2907(c)
bottom of floor joists and minimum 12
clearance to bottom of girders. Sec. 2517 (Tables 1,J.K).
. Note an A.I.T.C. Certificate of Compliance €or glued laminated wood members shall be given to the Building Inspector prior to erection. Sec. 306(f)
connections. Sec. 2517(c) 4 . Specify nail size and spacing for all shear walls, floor and roof diaphragms. Indicate required blocking. Maintain maximum diaphragm dimension ratios.
\-4qe Ycr3 IJ s , ) Note on plan that hold down anchors must ~
, lf4. Detail all post to beam and post to footing 7. Show adequate footings under all shear ' 1)d:'Show stepped footings for slopes steeper 7': Show minimum 18" clearance from gradelto ,/ J
. Show 3"x4" or 2"x6" studs in first story of three story building. Sec. 2518(f)
Provide roof framing plan. Sec. 302fa17
Show pier size, spacing and depth into uqdisturbed soil. Table 29-A
Shsw minimum iinder floor access af 18"x 24: Sec. 2517
to 1 1/2 sq. ft. for each 25 lineal feet
close to corners as practicable to provide cross ventilation on at least two approximite-/ ly opposite sides. Sec. 2517
truss details and truss calculations.
Show minimum under floor ventilation equ
of exterior foundation with openings as fl. Provide framing sections through
Section 302(al I
180. Specify all header sizes for opening over wide. Sec. 2518(gI 7, . - ,-- --__
A5 @t.?AL&si= -T~c.IJtYhx~
FRAMING
rovide calculations,for~k~~ c6u. )
Soction~30Z(r) .7 c+> .. - LI~ZGG - or 'UlC -, 5. ~xfl;, WY\%W-
Show all joists, rafters, beams, and posts 2" to 4" thick to be No. 2 Grade Douglas Fir-Larch or better. All posts and beams , 5" and thicker shall be No. 1 Grade Douglas Fir-Larch or better,. (Table 25-A-1)
Show wall bracing. Every exterior wood shall be sapported by piers projecting 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 metal base plate or treated 25 feet of length with 1x4 diagonal wood unless the columns or posts are foun- let-in brace or equivalent. Sec. 2518(g15 dation grade redwood or cedar. Sec. 2517(c)4
;B"'. In areas subject to water splash i'n exterior locations, wood columns and posts
Show location of attic access with minimun size 22" x 30". Sec. 3205 . Show draft separation for attic areas in excess of 3,000 sq.ft. Sec. 3205
Show draft separation for space between dropped ceilings and floor above in excess
Specify plywood grade and panel indenti- fication index. Table 254
When roof pitch is less than 3:12, design
/Of 1,000 sq.ft. Sec. 2517
/ridge as a beam. Sec. 2518 (h)
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 used in vertical diaphragms to resist forces imposed by masonry or concrete construction. Table 47-1
If cripple wall studs are less than 14", framing shall be solid blocking. Sec.2518(g)6
/ MS. Show access to the attic or under floor / furnace to be minimum 30 inches by 30 inches. Sec. 708 h 709 UMC
@. Note that passageway to the attic furnace shall be unobstructed and have continuous solid flooring not less than 24 inches wide. Sec 708 UMC
yd. Show permanent electrical outlet and lighting fixture controlled by a switch for the attic furnace. Sec. 708 UMC .Jd. Show details to comply with Section '709 for lurnace under the floor, 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 effectively draft stopped at each floor or ceiling. UBC Sec. 1706(a)6
;ld
I(. ELECTRICAL (National Electrical Code)
All wiring shall comply with the National Electrical
Note on the plan the amperage of electrical service.
If the electrical installation is more height shall be 3 inch by 4 inch or 2 /- than 200 amperes, show panel location
and provide a single line diagram and inches by 6 inches when supporting 2 stories. -
Sec. 2518(g)6 load calculations including: a. Wiring method employed. b. Sizes of all conductors, switches, Shov plywood sheathing over exposed eaves,
circuit breakers. fuses, and conduits. or other weather exposed areas, is exterior
c. Approximate length of service feeders. 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. e. Provide typical panel schedule(s1.
Dwellings reqvire minimum 100 amp service.
Show location of all electrical receptacles.
Electrical receptacle locations and/or spacing is not adequate in
H. Cripple wall studs exceeding 4 feet in
/
3 304 ( b ) ___---.----
tru& layout for 30" \access. &LO TU~L~, C~*W .. ..--- .... .-- Ridges, hips, and valleys shall be at least one size larger than supported rafters. Sec. 2518(h) 3
Note "UFER" ground to be provided (NEC). Art. 250-81
Y ----
and appliances shall comply with the Uniform
Show source of combustion air for Eurnace will comply with Chaper 6, U.M.C.
Every dwelling unit shall be provided with fd heating facilities capable of maintain- inq a room temperature of 70 €. at 3 feet above the floor in all habitable rooms. Show basis for compliance. UBC Sec. 1211
- L. PLUMBING (Uniform Plumbing Code)
All plumbing shall comply with the Uniform Plumeing Code.
Show water heater size, type and
location on plans.
c2 to fuel burning water heater. Sec. 1307
37. Show method of providing combustion air
uel combustion water heater shall not be installed in bath or bedroom or in a closet opening into bath or bedroom. Sec. 1309
Show minimum 30" deep unobstructed working-
space in front of furnace. heater from vehicle damage. Sec. 1x0
Note on plans,clearances to be per manufac-fl Show T and P valve on water heater and turers listing. Sec. 704 UMC show route of discharge line to exterior
Furnace shall not be installed under any
Furnace shall not be installed in any
space with access only through such room,
enclosed furnace or electric heating appliance.
Show IC90 approval for prefab fireplace UPC 909(d) and provide approved installation instructions at job site.
$35: Provide adequate barrier to protect water
- Scc. 1007(e) . . - .
Provide dryer vent to outside. Sec. 1903 . $*w &i+e
sprinkler systems shall have approved
Shower stall shall accomodate a 3O"circle and have a minimum floor area of 900 sq.in
UMC) , srairway. Sec. 704 UMC
---. ... / bedroom, bathroom, Closet, Or in confined Note on the plan that .hose and lawn
unless specified as direct vent appliance. backflow drvlces. Set. 1003
NOISE INSULATION (DUPLEXES)
Show details of duplex common (party) walls and floor/ceilinq 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 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. Titre 25
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
All additions to existing residential buildings must comply with Title 24
energy regulations. Additions exceeding 30% of the existing building requires the existing and addition to have R-19 ceiling insulation if the existing ceiling area is accessible for insulation installation (T20-1401(c).
Specify the insulation R- values for walls, roof and ceiling. (R-11 for walls: R-19 for ceilings, or provide details and analysis T20-1403 Table A 6 28. /or alternate design.
Specify the gross floor area or heated portions of the dwelling, and the arqa of glazed openings on the plan. (TZO-1430)
Provide an analysis justifying increasing the single glazed area beyond 166 of the aross floor area. Show method to reduce
3". Outdoor pools with fossil fuel heaters require pool covers as well as other energy saving devices such as time clocks, etc. T20-1406
- 0. MISCELLANEOUS
3d Show a minimum 2" air space and flashing between planter and building walls. Sec. 2517(e)
Specify material to be used under the shower tile. Sec. 1707(a)
Chapter 47, UBC.
Two 3/4" copper pipes must be installed
Location of future solar panels (City Ord.)
two future 3/4" copper pipes to cunvenient location of future solar panels (City Ord.)
Note that solar water piping is to be insulated in areas that are not heated or cooled.
See attachment for roofing requirements.
'
Specify lath and plaster to comply with
"- from water heater location to convenient
@ Provide sleeves (roof jacks) in roof for / y' .
~ (City Ord.)
NOTE :
The plans were reviewed based on the information shown on
the plans. If the plans are in error, or changed during
construction, the permittee shall contact the Building
Department for review and prior approval before proceeding
with the work:
- 6eat loss to that which would occur with basic glazing. (T20-1402,def.)
Note on plan that all tranverse ducts, plenums, and fitting joints of HVAC system shall be sealed with pressure sensitive tape or mastic to prevent air loss. T20-1404
Note on plan that insulation of ducts shall conform to UMC Section 1005. (T20-14041
Note on plan that all doors and windows to the exterior or to unconditioned areas shall be fully weather striped per ANSI Standard. (T20-1403).
Note on plan that back draft dampers are required on all fan systems exhausting air from the building. T20-1403
Electrical resistance space heating shall
F,=: be used unless: a. 608 of heatinq/cooling is supplied by a nondepletable source. b. supplements a heat pump system. c. less than 10% of total heating system. d. life cycle cost analysis justifies.
Note on plan that all heating and cooling equipment efficiencies shall conform to Title 20-Chapter 2, Subchapter 4, Article 4. (75% 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. T20-1406
T2O-1404
0 Building plans are substantially correct
and complete.
By:
Date:
0 Building plans would be substantially correct
and complete if minor corrections are made
at counter.
By: gyte: uilding plans require major corrections and
complete plan recheck, by plan check . engineer, i-s required.
By: J\- C-7\L% 1 .fit4
call 5wl at L\7-%3 -\4(0%.
I Date: x?>G 2-i 2\ 6 3
If you have any questions regarding this plan check, please
We would also be pleased to meet with you, at no charge, if
additional assistance is needed.
a Bldg. Dept.
Date: 2/$$?3 Jurisdiction
VALUATION AND PLAN CHECK FEE
PLAN CHECK NO. 83/3/
BUILDING ADDRESS /578 s&wem &Fa
APPLICANT/CONTACT md DWTW
BUILDING OCCUPANCY e-3 rzq DESIGNER PHONE
TYPE OF CONSTRUCTION CONTRACTOR PHONE
I PHONE NO.
BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER
L/um t; @) 47 do .- 7z33z4
, G+/q7= 49&( a> /a 00 5? 5-2 -
I- I I I I I I I
---t Air ConditioninR Commercial
Residential I
Total Value
4W8. OC, Building Fermit Fee
Plan Check Fee (2 ?/I rz
ERDFPARTMENI AL I t\r 'FORMAT 1 ON SH TECEIVED A
c
CHOOL FEES: SAN DIEGUITO SAN MARCOS
CARLSBAD
-UNITS REQ'D: P ROV I DED :
.PROVIDED: -3$E= % COVERAGE ALLOWED :
PARKING SPACES REQ I D : PROVIDED :
BUILDING HEIGHT REQ'D: PROVIDED:
\ FRONT SETBACK _. -
ALL*WED:* PROVIDED : - INTRUSIONS:
SIDE SETBACK REAR SETBACK
LANDSCAPE G IRRIGATION PLAN CObDlENTS: *- RE-DEVELOPMENT APPROVAL REQ'D:
ENVIKONMENTAL PROTECTION REQ:
ADDITIONAL COMMENTS:
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OK TO ISSUE: % OK TO FINAL: DATE: pi\' '
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R.0.W: IMPROVEMENTS :
PUBLIC FAClLlTIES FEE:' SEWER CONNECTION:
DRIVEWAY LOCATION (S) : - _- --
GRADING PERMIT:
EASEMENTS : DRAINAGE :
LEGAL DESCRIPTION:
ADD IT I ONAL COMMENTS :
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*CHECK IF ENGINEERING INSPECT1 REQ'D. ON FINAL:
OK 1'0 iSSUE:h DATE:p3*& PWI: , OK TO FINAL:
DATE :
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* IF THIS ITEM IS NOT CI!ECKED, BUILDING DEPARTMENT WILL MAKE
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FINAL INSPECTION.
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lsbad Unified School District
801 Pine Avenue, Carlsbad, California 92008 729-9291 “Excellence In Education”
BOARD OF
TRUSTEES
THOMAS L CURTIN, M.D.
President
W. ALLAN KELLY
Vice President
J. EDWARD SWITZER, JR.
Clerk
JOHN J. MAMAUX ’. Member
JULIANNE L. NYGAARD
Member
DISTRICT
ADMl N ISTRATION
PHILIP GRIGNON, Ed.D.
District Superintendent
SUSAN H. LARCEN
Instructional Services
DAVID WM. BATES, SR.
Employee Relations
JAMES M. STARK
Comptroller
RICHARD A SHALER
Information Systems
Facilities/Services
’ K.C. DUNIAP
March 1, 1983
Mr. Vernon Farrow, Jr., and Members of the Planning Commission City of Carlsbad 1200 Elm Avenue Carlsbad, California
Attention: Mr. Martin Orenyak, Building and Planning Director Reference: 1578 Basswood Avenue, Mr. L. Furrer
Gent1 emen :
Our District has reviewed the proposed development of the property referenced above; as we understand it to be one (1) residential unit to be occupied by the owner, Mr. L. Furrer. Asexpressed above the development of this property would have no impact on the facilities of our District.
However, should the conditions of ownership of the referenced property change, we would need that information to re-evaluate the impact on the District’s facilities.
Sincerely,
Q’ Comptrol 1 er XECEIVED
ac MAR I 1 883
CITY OF CARLSBAD Building Department